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149 Magnolia Park Trl 06-1999 SFRPERMIT ADDRI CONTRACTOR ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 CBC 055300 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT #a *' "q DATE 40 5 *404;' d k PERMIT DESCRIPTION St.S� PERMIT VALUATION Ik vo a' SQUARE FOOTAGE2749,<-o r:- n O C7 to 0 a %i.5. OFI- ARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. IOMB No. 1660-0008 EXDires February 2$. 2009 Al. Building Owner's Name D.R. SECTION A - PROPERTY INFORMATION ) For Insurance Company Use: I A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. ( Company NAIC Number I 149 MAGNOLIA PARK TRAIL City SANFORD State FL ZIP Code32773 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 121, MAGNOLIA PARK A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 45' 22" N Long. -8f 15' 18" W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) N/A sq ft a) Square footage of attached garage 370+/- sq 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 p c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF SANFORD 120294 1 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' 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) BRISKEY & ASSOCIATES ENGINEERS, INC. B11. Indicate elevation datum used for BFE in Item 69: ® 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 ZNo Designation DateN/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized SEMINOLE COUNTY Vertical Datum NGVD'29 Conversion/Comments N/A a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 42.5 ® feet ❑ meters (Puerto Rico only) 53.1 ❑ feet ❑ meters (Puerto Rico only) N/A. ❑ feet ❑ meters (Puerto Rico only) 42.5 ® feet ❑ meters (Puerto Rico only) 42.5 ® feet ❑ meters (Puerto Rico only) 42.1 ® feet ❑ meters (Puerto Rico only) 42.4 ® 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 felse 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 (4 FEMA Foikft 81-31, See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company UJIR Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 149 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 Date 12/20/06 Az C] Check here if attachments SEC E - BU 1 NATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (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 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 G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community -Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions a AW Building Photographs See Instructions for Item A6. Insurance Company Use: Building n nn7T Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Policy Number NnnliA Anek_,n;1 ZIP 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 121, MAGNOLIA PARK AS RECORDED IN PLAT BOOK 63, PAGES 54-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 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). 1"= 30' GRAPHIC SCALE MAGNOLIA PARK TRAIL 0 15 30 50' RIGHT OF WAY PT _ E 953.24' PC S89'31 41 TRACT A �--�------------ -� WALK IS I z 81, 50 4.2 OFF I NO 10 /? 2 IR9N060D r rr WALK IS FND S89'31 41 E . 7' OFF 10' UTILITY EASEMENT 4?1 . ,'.. ------------------- x___Lz _81 Pc LOT 121 WALK IS 0.5 ON '.: / * TWO STORY j o $ i 3' C/W s' CONCRETE BLOCK i AND WOOD FRAME V b (V 2.0 RESIDENCE i hry WALK 1 % •• B FINISHED FLOOR ELEVATION- 42.82 a' 0.3' ON PROPOSED ; O (1OA? ELEVATION-42.3000 , i 2 0 PI LOT 120 co vae r �1' N63�? BD•,: � �, 5` a , ?e i28'q 00 10 A=63'53'19" 7 L=83.63' ' R=75.00' C6=S58'31'39"W 40.2 C=79.36' LOT 122 FOR THE BENEFIT AND EXCLUSIVE USE OF: DHI TITLE OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK ADAM VINCENT AND MISTY VINCENT DHI MORTGAGE COMPANY, INC. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 12/19/06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO. 120294 0045 E DATED 04/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO UE IN BOTH ZONE X, AREA OUTSIDE THE 100 YEAR FLOOD PLAIN AND ZONE A. AREA WITHIN THE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. IBEARINGS SHOWN HEREON ARE BASED ON THE I NORTHERLY LINE, OF LOT 121 AS BEING S89'31'41 E PER PLAT. FIELD DATE:) 05/17/06 KLVISLU: SCALE: 1" - 30 FEET APPROVED BY: SJ FOVNDATION/FINAL ASM52585 12/19/00 RSO JOB N0. PLOT PLAN 04/05/08 DLC DRAWN BY: PLOT PLAN 02/10/06 MOF LEGEND ® D NAIL 12/19/06) LB06393 (1 Q FND NAIL AND DISC -- - CENTERLINE LB #6393 (12/19/06) — — — RIGHT OF WAY LINE 0 FND 1/2" IRON ROD AND CAP EXISTING ELEVATION LB p6393 (12/19/06) A/C AIR CONDITIONER 6 DENOTES DELTA ANGLE = CONCRETE (P) PC PER PLAT DENOTES POINT OF CURVATURE C CHORD LENGTH PCC POINT OF COMPOUND CURVE C.B. CHORD BEARING PCP PERMANENT CONTROL POINT CBW CONCRETE BLOCK WALL PI DENOTES POINT OF INTERSECTION CNA CORNER NOT ACCESSIBLE PK POC PARKER KALON POINT ON CURVE CP CONCRETE PAD POl POINT ON LINE CS C/W CONCRETE SLAB CONCRETE WALK PPNE PRIVATE PERTUAL NON-EXCLUSIVE F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PRM PERMANENT REFERENCE MONUMENT FPL FLORIDA POWER AND LIGHT PSM PROFESSIONAL SURVEYOR AND MAPPER 10 IDENTIFICATION PT DENOTES POINT OF TANGENCY L ARC LENGTH R RP RADIUS RADIUS POINT LB UCENSED BUSINESS S/W SIDEWALK LS LICENSED SURVEYOR P TYPICAL ( M) MEASURED U UP UTILITY PAD CHU OVERHEAD UTILITY LINE 32789- (407) 426-7979 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 JILES PSM #4997 DATE City of Sanford Certificate of Occupancy This is to certify that the building located at 149 Magnolia Park Trl for which permit number 06-1999has heretofore been issued on May 01, 2006 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family Residence subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Building: Capri Engineering 10/17/06 Engineering & Planning: G Hyatt 10/19/06 Public Works: J Davis Utilities: K Amos Fire Department: 10/ 18/06 10/ 19/06 Conditions (if blank, no conditions apply) D R Horton Q)3� yyy .;, 11 /08/06 Property Owner Building Official Date BP210U01 CITY OF SANFORD 10/23/06 Application Miscellaneous Information Maintenance 8:58:13 Application number . . . . . 06 00001,999 Parcel Number . . . . . . . 18.20.31.-0000-1210 Address 149 MAGNOLIA PARK Type information, press Enter. 2=Change 4=Delete° 5=Display Opt Code Date Print Miscellaneous Information _ HISB 5/01/06 Y 2 story/3 bath. NoC on File HISB 5/01/06 Y FEMA Cert on FIle HISB 5/01/06 Y **Capri** _ HISB 10/18/06 Y CO sign offs: HISB 10/18/06 Y E & P: GH 10.19.06 HISB 10/18/06 Y PW: JD 10.18.06 HISB 10/18/06 Y Util: KA 10.19.06 Bottom F3=Exit F6=Add F12=Cancel 1 ova . i A& Code administration, Ilan Review & inspection Services CAPRI E N G I N E E R I N G October 18, 2006 Mr. Dan Florian City of Sanford, Building Department 300 N Park Avenue Sanford, Florida 32771 Re: MAGNOLIA CLUB PHASE 11: LOT 121 PERMIT #: P06-1999 ADDRESS: 149 MAGNOLIA PARK TRAIL CERTIFICATE OF COMPLIANCE Dear Mr. Florian: In accordance with Florida Statute 553.791 section 10 pertaining to Private Provider Inspection Services, we herewith provide The City of Sanford Building Department with final disposition on the building components inspected under our authority. To the best of my knowledge and belief, the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and the applicable codes. ' Building S15t FLintel, R f & WalluSheathing, D -In, Fra>g Building Insi Wio and Fin uilding. (Drywall Not Included) Electrical RougtxEle trical, Final Elpretfical and Electtic''fU.G, (Pre -Power Not Included) Mechanical Rough**chanical and FinaWechanical. Plumbing Lkderground Plumbing, 2"d Rough Plumbing /+�t�b Set, S%uver and Finawfu-mbing Should you require any additional information, do not hesitate to call on us. Respectfully submitted, CAPRI ENGINEERING, LLC Angel M ,Lopez Professional Engineer State of Florida: Professional Engineer Number: 0065179 CAPRI Engineering LLC 6925 Lake Ellenor Drive, Suite 200 0 Orlando, Florida 32809 2 (407) 855-1860 a (407) 855-1868 www.capriengineering.com Code Administration, Plan Review & Inspection Services CAPRI E N G I N E E R I N G October 18, 2006 City of Sanford, Building Department 300 N Park Avenue Sanford, Florida 32771 RE: Request for Certificate of Occupancy Magnolia Club Phase II: Lot 121 Permit #: P06-1999 Address: 149 Magnolia Park Trail To whom it may concern: Please consider this letter, our request for a Certificate of Occupancy for the above referenced property. This property has been inspected by CAPRI Engineering, under the "Alternative Plans Review and Inspections", as directed by Florida Statute §553.791. All required Florida Building Code inspections have been performed and approved as outlined in the attached Certificate of Completion. This Certificate of Completion is in compliance with the aforementioned statute, Section 10. If you have any further questions concerning this request for a Certificate of Occupancy, please do not hesitate to contact our office. Respectfully Submitted CAPRI Engineering; LLC Taililigo Leiataua Administrative Assistant Central Florida Division CAPRI Engineering LLC 6925 Lake Ellenor Drive, Suite 200 N Orlando, Florida 32809 2 (407) 855-1860 9 (407) 855-1868 www.capriengineering.com 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 06-1999 149 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 407479 - 6/5/2006 121 BN2522 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing Underground ❑ ® 6/5/2006 Inspection/1st Rough ❑ Elea Wall Sheathing Inspection APPROVED ❑ ❑ Slab Inspection 2nd Floor Rough In ❑ ❑ 1st Floor Tie Beam / ❑ ❑ Inspection/Top Out Lintel Inspection ❑ ❑ Dry In / Flashing ❑ ❑ Sewer Inspection Inspection ❑ ❑ Tub Set Inspection ❑ ❑ Frame Inspection ❑ ❑ Final Plumbing Inspection ■ ■ ❑ ❑ Electrical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ ❑ ❑ Rough Insulation Inspection Final Building Inspection Inspection Performed Electric T.U.G. Rough In Inspection Final Electrical Inspection Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected tAder my authority have been completed in conformance with the approved plans and applicable es: / Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=407479 9/1 /2006 eCapri v2 Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1999 149 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Building Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing ❑ ❑ Wall Sheathing ❑ 6/6/2006 Slab Inspection APPROVED ❑ ❑ 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: Lit./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed 19 ❑ 6/5/2006 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 408642 - 6/6/2006 121 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 and 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=408642 9/1 /2006 eCapri Q Pasco County Inspection Report Page 1 of I PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name Magnolia Club / Phase II 06-1999 149 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Jeff Williams Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 414103 - 6/12/2006 121 0034163 BN3011 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing Underground ❑ ❑ Wall Sheathing ® ❑ 6/5/2006 Inspection/1st Rough Inspection 0 El 6/6/2006 Slab Inspection nd Floor Rough In ❑ ® 6/12/2006 1st Floor Tie Beam / ❑ ❑ Ins Out Inspection/Top P Lintel APPROVED Inspection ❑ ❑ Dry In / Flashing ❑ ❑ Sewer Inspection Inspection El ❑ Tub Set Inspection El ❑ Frame Inspection ❑ ❑ Final Plumbing Inspection F11-0090 ❑ ❑ Electrical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ ❑ ❑ Rough Insulation Inspection Final Building Inspection Inspection Performed Electric T.U.G. Rough In Inspection Final Electrical Inspection Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected un er my 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=414103 9/1 /2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1999 149 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Building Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing ❑ ❑ Wall Sheathing 0 ❑ 6/6/2006 Slab Inspection ® ❑ 6/12/2006 1st Floor Tie Beam / Lintel ❑ ❑ Dry In / Flashing Inspection ❑ ❑ Frame Inspection El ❑ Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ❑ ❑ Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed 9 ❑ 6/5/2006 ❑ ❑ ❑ 0 6/20/2006 ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 421157 - 6/20/2006 121 BN2522 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection APPROVED Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable c J Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=421157 9/1/2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Magnolia Club / Phase II Order #: 439939 - 7/13/2006 Building Permit Number: 06-1999 Roof Permit Number: Slab Permit Number: Gas Permit Number: Block: Lot: 121 Building Address: 149 Magnolia Park Trail Parcel Number: Private Provider Firm: CAPRI Engineering, LLC. Private Provider Name: Gary Elzweig Lic./Reg. Num: 0034163 Duly Authorized Rep's Name: Bob McKinney Lic./Reg. Num: BN983 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ❑ 0 7/13/2006 Roof Sheathing Underground APPROVED 1 ❑ 6/5/2006 Inspection/1st Rough ❑ ® 7/13/2006 Wall Sheathing Inspection CANCELED 2nd Floor Rough In 9 ❑ 6/6/2006 Slab Inspection ❑ ❑ Inspection/Top Out Inspection ® ❑ 6/12/2006 1st Floor Tie Beam / Lintel 9 ❑ 6/20/2006 Sewer Inspection Dry In / Flashing ❑ ❑ Tub Set Inspection ❑ ❑ Inspection ❑ ❑ Final Plumbing Inspection ❑ ❑ Frame Inspection Mechanical Inspections El El Insulation Verified Performed Date Performed Inspection Performed Inspection Inspection ❑ ❑ Rough In Inspection ❑ ❑ Final Building Inspection ❑ ❑ Final Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ❑ ❑ Rough In Inspection ❑ ❑ Final Electrical Inspection I certify that the building components and site improvements outlined herein and inspected under M uthority 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=439939 9/1 /2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1999 149 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Mark Grenier Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 7/13/2006 Roof Sheathing ❑ 0 7/18/2006 Wall Sheathing APPROVED • ❑ 6/6/2006 Slab Inspection ® ❑ 6/12/2006 1st Floor Tie Beam / Lintel ❑ ❑ Dry In / Flashing Inspection ❑ ❑ Frame Inspection ❑ ❑ Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ❑ ❑ Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed 6/5/2006 N ❑ 6/20/2006 ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 443182 - 7/18/2006 121 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 mar authority have been completed in conformance with the approved plans and applicable codes: Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=443182 9/ 1 /2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1999 149 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Mark Grenier Building Inspections Verified Performed Date Performed Inspection Performed 0 ❑ 7/13/2006 Roof Sheathing ® ❑ 7/18/2006 Wall Sheathing 0 ❑ 6/6/2006 Slab Inspection 0 ❑ 6/12/2006 1st Floor Tie Beam / Lintel ❑ ® 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 ❑ ❑ 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 9 ❑ 6/5/2006 ® ❑ 6/20/2006 ❑ ❑ ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 445810 - 7/20/2006 121 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 my�uthority have been completed in conformance with the approved plans and applicable cod ' , l ;f Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=445810 9/1 /2006 eCapri Q Pasco County Inspection Report Page I of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1999 149 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Steve Roseman Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 479588-8/29/2006 121 0034163 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ® ❑ 7/13/2006 Roof Sheathing Underground M ❑ 7/18/2006 Wall Sheathing 0 ❑ 6/5/2006 Inspection/1st Rough Inspection 0 ❑ 6/6/2006 Slab Inspection 2nd Floor Rough In ® ❑ 6/12/2006 1st Floor Tie Beam / ❑ 8/29/2006 Inspection/Top Out Lintel Inspection APPROVED M ❑ 7/20/2006 Dry In / Flashing H ❑ 6/20/2006 Sewer Inspection N El 8/29/2006 Inspection Frame Inspection El 8/29/2006 Tub Set Inspection APPROVED ❑ ❑ Rough Insulation ❑ ❑ Final Plumbing Inspection Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ® 8/28/20068/29/2006 Rough In Inspection APPROVED El Inspection Electrical Inspection Mechanical Inspections Verified Performed Date Performed Inspection Performed ® 8/28/20068/29/2006 Rough In Inspection APPROVED ❑ ❑ Final Inspection I certify that the building components and site improvements outlined her a inspected under my"puthority have been completed in conformance with the approved plans and applicable code3! \) t Signature of Private Provider or Duly Authorized Representative �A—A, http://www.ecapri.com/reports/pciRpt.aspx?orderID=479588 9/1 /2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name Magnolia Club / Phase II 06-1999 149 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Cliff Anderson Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 479586 - 8/29/2006 121 0034163 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed 0 ❑ 7/13/2006 Roof Sheathing ® ❑ 7/18/2006 Wall Sheathing ® ❑ 6/5/2006 ❑ 6/6/2006 Slab Inspection ® ❑ 6/12/2006 1st Floor Tie Beam / ® ❑ 8/29/2006 Lintel ® ❑ 7/20/2006 Dry In / Flashing ❑ 6/20/2006 Inspection ❑ 8/29/2006 ❑ 19 8/29/2006 Frame Inspection APPROVED ❑ ❑ Rough Insulation Mechanical Inspections ❑ ❑ Inspection Verified Performed Date Performed ❑ ❑ Final Building Inspection [9 ❑ 8/28/2006 Electrical Inspections ❑ ❑ Verified Performed Date Performed Inspection Performed ❑ Electric T.U.G. 0 ❑ 8/28/2006 Rough In Inspection ❑ ❑ Final Electrical Inspection 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 rr"uthority have been completed in conformance with the approved plans and applicable cod J Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderlD=479586 9/ 1 /2006 eCapri Q Pasco County Inspection Report Page I of I PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1999 149 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Tishya Luedtke Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 7/13/2006 Roof Sheathing to ❑ 7/18/2006 Wall Sheathing ® ❑ 6/6/2006 Slab Inspection ® ❑ 6/12/2006 1st Floor Tie Beam / Lintel ® ❑ 7/20/2006 Dry In / Flashing Inspection ❑ 8/29/2006 Frame Inspection ❑ 0 8/31/2006 Rough Insulation Inspection APPROVED ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. 0 ❑ 8/29/2006 Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed 6/5/2006 8/29/2006 ® ❑ 6/20/2006 ❑ 8/29/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed 0 ❑ 8/28/2006 ❑ ❑ 480681-8/31/2006 121 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 rei nd inspected under m"uthority have been completed in conformance with the approved plans and applicable c des: Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=480681 9/1 /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 0 ❑ 7/13/2006 ® ❑ 7/18/2006 ® ❑ 6/6/2006 ® ❑ 6/12/2006 ® ❑ 7/20/2006 ❑ 8/29/2006 0 ❑ 8/31/2006 ❑ ❑ Electrical Inspections Verified Performed Date Performed 9/5/2006 8/29/2006 Magnolia Club / Phase II 06-1999 149 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 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 0 ❑ 6/5/2006 ® ❑ 8/29/2006 0 ❑ 6/20/2006 0 ❑ 8/29/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ 8/28/2006 ❑ ❑ 483000-9/5/2006 121 0034163 BN3362 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 collet"-- Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=483000 9/5/2006 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 06-1999 149 Magnolia Park Trail CAPRI Engineering, LLC. Luis Colon Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 515920 - 10/17/2006 121 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ® ❑ 7/13/2006 Roof Sheathing Underground ❑ 7/18/2006 Wall Sheathing 0 ❑ 6/5/2006 Inspection/1st Rough ❑ 6/6/2006 Slab Inspection Inspection ® ❑ 6/12/2006 ❑ 7/20/2006 ❑ 8/29/2006 ® ❑ 8/31/2006 ❑ ❑ Electrical Inspections Verified Performed Date Performed ❑ 9/5/2006 ❑ 8/29/2006 ❑ ® 10/17/2006 1st Floor Tie Beam / Lintel Dry In / Flashing Inspection Frame Inspection Rough Insulation Inspection Final Building Inspection Inspection Performed Electric T.U.G. Rough In Inspection Final Electrical Inspection CANCELED 2nd Floor Rough In ® ❑ 8/29/2006 Inspection/Top Out Inspection ❑ 6/20/2006 Sewer Inspection ❑ 8/29/2006 Tub Set Inspection ❑ ® 10/17/2006 Final Plumbing Inspection REJECTED Mechanical Inspections Verified Performed Date Performed Inspection Performed 0 ❑ 8/28/2006 Rough In Inspection ❑ ® 10/17/2006 Final Inspection APPROVED I certify that the building components and site improvements outlined h7anspected under m�'a�thority 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=515920 10/18/2006 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 06-1999 149 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Luis Colon Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 517061-10/18/2006 121 PE34163 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ® ❑ 7/13/2006 Roof Sheathing Underground ED ❑ 7/18/2006 Wall Sheathing ❑ 6/5/2006 Inspection/1st Rough 0 ❑ 6/6/2006 Slab Inspection Inspection 2nd Floor Rough In 0 ❑ 6/12/2006 1st Floor Tie Beam / ® ❑ 8/29/2006 Inspection/Top Out Lintel Inspection 19 ❑ 7/20/2006 Dry In / Flashing 19 ❑ 6/20/2006 Sewer Inspection 19 El 8/29/2006 Inspection Frame Inspection 0 El 8/29/2006 Tub Set Inspection ® ❑ 10/18/2006 Final Plumbing Inspection ® ❑ 8/31/2006 ® ❑ 10/18/2006 Electrical Inspections Verified Performed Date Performed ® ❑ 9/5/2006 • ❑ 8/29/2006 ❑ ® 10/18/2006 Rough Insulation Inspection Final Building Inspection Inspection Performed Electric T.U.G. Rough In Inspection Final Electrical Inspection APPROVED Mechanical Inspections Verified Performed Date Performed 0 ❑ 8/28/2006 ® ❑ 10/17/2006 Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined h d inspected under my'authority have been completed in conformance with the approved plans and applicable cos: Signature of Private Provider or Duly Authorized Representative http://ecapri.com/reports/pciRpt.aspx?orderID=517061 10/18/2006 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 06-1999 149 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Luis Colon Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 7/13/2006 Roof Sheathing ❑ 7/18/2006 Wall Sheathing 0 ❑ 6/6/2006 Slab Inspection ® ❑ 6/12/2006 1st Floor Tie Beam / Lintel ❑ 7/20/2006 Dry In / Flashing Inspection • ❑ 8/29/2006 Frame Inspection ® ❑ 8/31/2006 Rough Insulation Inspection ® ❑ 10/18/2006 Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ® ❑ 9/5/2006 Electric T.U.G. 0 ❑ 8/29/2006 Rough In Inspection ❑ ❑ Final Electrical Inspection Order # : Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed '►01 ■ 6/5/2006 8/29/2006 0 ❑ 6/20/2006 0 ❑ 8/29/2006 ❑ ® 10/18/2006 Mechanical Inspections Verified Performed Date Performed 19 ❑ 8/28/2006 ® ❑ 10/17/2006 517063 - 10/18/2006 121 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 I certify that the building components and site improvements outlined herherei d inspected under uthority have been completed in conformance with the approved plans and applicable cotes: Signature of Private Provider or Duly Authorized Representative http://ecapri.com/reports/pciRpt.aspx?orderID=517063 10/18/2006 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 06-1999 149 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Luis Colon Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 7/13/2006 Roof Sheathing • ❑ 7/18/2006 Wall Sheathing • ❑ 6/6/2006 Slab Inspection ® ❑ 6/12/2006 1st Floor Tie Beam / Lintel 19 ❑ 7/20/2006 Dry In / Flashing Inspection 0 ❑ 8/29/2006 Frame Inspection ® ❑ 8/31/2006 Rough Insulation Inspection ❑ 10/18/2006 Final Building Inspection APPROVED Electrical Inspections Verified Performed Date Performed Inspection Performed ® ❑ 9/5/2006 Electric T.U.G. ® ❑ 8/29/2006 Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed r� ■ 6/5/2006 8/29/2006 0 ❑ 6/20/2006 19 ❑ 8/29/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ 8/28/2006 ❑ 10/17/2006 517060 - 10/18/2006 121 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 inspected under m thority have been completed in conformance with the approved plans and applicable code Signature of Private Provider or Duly Authorized Representative y ` 9 Y P http://ecapri.com/reports/pciRpt.aspx?orderID=517060 10/18/2006 Permit ti V (0— CITY OF SANFORD PERMIT APPLICATION Date: Job •kddress .j z Description of Work: DTI ------ Historic District: Zoning: Value of Work: S Permit Type: Building Electrical V Mechanical _ Plumbing Fire SprinkleriAlann __ Pool Electrical: New Service - P of AMPS ISO 2 0© Addition/Alteration Change of"Service fempurary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc Required) Plumbing/ New Commercial: q of Fixtures q of Water & Sewer Lines tl of Gas Lines Plumbing/New Residential: P of Water Closets Plumbing Repair - Residential or Commercial r)rr nunry Tvne Residential Commercial Industrial Total Square Footage. Construction Type: q of Stories: M of Dwelling Units: Flood Zone (FEM,\ form required I'ur wher th-in �. Parcel H ^^ II J _ (Attach Proof of Ownership & Legal Description) Ow ) ners Name & Address: �,/ f CT'� 5gSn - ee 8 1ycL .S {e- 60') .3 Z-q z 2-- Phone �� ) - �.5 C) •' S � G- Conrractur Name & Address: Gl 3 Slate License Number Phone `-&•�Fax -�l22- 3 2-1qqq 4 3 Zg -U 0,34-1 Contact Person: /r" ( 6( r LIP- Phone 7 / _'_1 Y y Bonding Company. Address htorrgage Lender Address Architect/Engineer ,\ddress Phone Fa x: 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 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 i pennit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS. TANKS, and AIR CONDITIONERS, etc. OWNER S AFFIDAVIT: I eerily that all of the foregoing information is accurate and that all work will be done in compliance with all applicable la > tit. construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR I TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU MTENDTOOBTAIN FINANCING, CONSULT WITH YOUR LENDER OR •\:� ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that may be lound in (hc publi, i::vw: 0 (tits county, and there may be additional permits required from other governmental entities such ;as water r ent dis(ncts, state a enctc,. ur fcd&A ages,tc, Acceptance of Penn'( is verification that I will notify the owner of the property of the requir ees o Flonda Li LiVv A J(713 S gnawrcol'OwnerlAgem Date Signatureol'Contractor/Agent [�, c r�l i�y / 1}`1�t'S Print Owner,Agent's Name Print Contractor/Agent's N, se y a $ Signature of Noiary•State of Florida Date Signature of Not •State of Flonda Datr 2 "� w Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Spc, .al Conditions Contractor/Agent is _ Produced ID _ Zoning: Ulilities'. (Initial & Date) /Personally mown (u Me or (Initial & Date) FD (Initial t D'o", 0% to C'I"fl' OF S \NFORU rP'ICMI l Xr1•IM \1'1ON 0A,12 �-t► I«Z j \duress: �y /'/C!lJr�J �rGr It �rcr r -- - of \Yuri:: \` _ ,•y t� + � � ` � � r -- criptinn toric District %nning: Value of Work: S Li C`�= •mit Type: i3uildin.t t/ i:!cctncai _ Mechanical Plumnln Fire Sprinkler: Alarm _- Pool ctrical: Vc.v Sc;yic of \\dPS _ — -Addition: Alteration _— C' )an Le M'SC:-viLtc Tempuras' Pole mhunicat Resiuenual _— Non-itc:,itlr anal Renlacc:nent Nc•.v — (Duct Layout t Encru' (.'ile. Required) ambing/ Ncs% Commercial::: of Fi\ure; = Watr ine, umbing/Nety Residential: = of \facer ClusCts Plumbing Repair - Residential or Commercial zcupancy Type: Rasulennal _ t' - C umntcrcial Industrial Total Square Footage: anstruction Type: - of Stories: __ of Dwelling Units: _ Flood Zone: i FEND% ludo required for other than Xi (Attach Proof of Ownership S Descriplionl cc r C 11 ^Lexal / - CC' %hers Nante & Address. .�l ," l ,.� C_ ? _`sue•. , r t — Panne - _ 5 „� f� 1./ �3l oci �� IY1 1= (Z s C H Y'� ! 'QftL ---- -- ontractor Name S \duress _UL{3� [t=GGCC� 1 • ll, ill ►+ L� L' F- t ��4 7 State License Number'. - -��- --- -. _ ...� Contact Person: , ? ,`tom ./ N1 r ✓ Phone -- - t►ne & Fat: - o tondiu", Cantpan� address-- _ ---� ._.--------... .lortgage Lender ----- —_-. -- - -- - ---- kddress --- ..._ - --- -- ------- \rchiu•ctlF.ugiocrr ------.__--- — Phone ----___-,- ---_-,--- ----- •\ddress __ -. __ — _ --. Fax: _ - -- - Aprslicatiun n ht-rehy male ht Ihlaln a r+crnut to Ju Ihr work and installations as Indicated. I cenifv that no w-od, or instailaunn has cmnmciieW pnur tit the Issuance of a perimt inu Thar Al ." ik will be performed to meet standards of all laws regulating construction in this jurisdiction I understand that i :cpamw perttnt inum he sceurcd Inr ELF.CTRICA1. WORK. PLUMBING. SIGNS. WELLS, POOLS. Fl IRNACES, BOILERS. HEATERS. TANKS. and AIR CONDITIONERS. cic OWNER SS -\FFIDAV I f 1 cetlily That ill of the Ioreg ime mtonnatiun is accurate and that all work will he done in compliance with all applicable laws regulatinL construction and wfitm_ \@ \RNIN(7, TO OWNER. YOUR FAILURE TO RECORD .q NOTICE OF COMMENCEMENT IIAY RLSUI.T IN YOUR P9Y'IN6 TWICE FOR !MPROVENIENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH 'i OUR LENDER OR .-V4 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT nIOTIUi In addition w tilt retlu11c1jtcnl> t)( tills permit. there may he additional restiictions applicable to this property that may he l0U11d tit Ihr puhl1L record; of this :aunty. and there ntas he additional permits reywrtnJ from usher guvermncntal ennncs such as water manaecinent Jisinct�. stale aecnct«, or federal ae:nciei. Acceptance ,,l pemm a <nlicauon that I will nnul� the owner of the property of the reyultements f Florida Lien �U\v.�FS 713 attz/ 1 H_nalUfe �I 1 )�U ll'f yLClll --_ — — Date IL naIUfC �.►1 C 11 nIC tPF:\L'elit Datc Print i)w no Aecnt - Name /—Uv .1ld 11flnt Cunl Ur )\ecrit a Naink: :Il nature H +an •�latc ti FIouJ 1 c tit Nntar: -State tit Florida fate TRACIE KNOX Notary Public - Stale of Florida :My Commission Expires Dec 27, 2006 Owncr A,•cnt , Per.onaily Kilt 'q r? Commiss*nll DD IMSamtrae r Aacnt is _ Pcrsonallc Known n) Meor Pr••.luc ,i Its- duced ID _ A1'1'1.1( \ 1-I0N \I'I'K(1\I-- Inulal t ();It,:) tlnotil & na+C) lnural i I)a1cl tlnuDate! tal E POWER OF ATTORNEY Date: '7 I hereby name and appoint of RANGER AMERICAN to be my lawful attorney in fact to act for me and apply to the Building Department for a LOW VOLTAGE permit For work performed at a location described as: Section Subdivision: Township Range Lot 1 Z (Address of Property) DI, /Jc r- r) (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 Block Signature r rtified Contractor The foregoing instrument was acknowledge before me this day oQIA (Z� (-,G k N Who �.,.��-��y-}�rowti is who produced A n and who did not take a TRACIE KNOCounty Notary Public •state of Florida * -:My Commi< ion Expires Dec 27, 2006 l ornr issiof. # DD 168858 Commission # Notary My Commission Expires: r , CITY OFSANFORD PERMIT APPLICATION Gam) /� Permit # : r Date: �✓/y�-Y Job Address: //'1' Description of Work: !:E>E 6oz-z I ddb Historic District: Zoning: Value of Work: S ' Lei 1100 Permit Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential —le,"' Commercial industrial Total Square Footage: Construction Type: # of Stories: _Z_ # of Dwelling Units: Flood Zone:_ (FEMA form required for other than X) Parcel #: j U ^ ao- l5 - � oD-VwQl-t� r., Lo Owners Name & Address: Contractor Naame & Address. I ! LL',,y�,\�� '�15./w State License Number: ^� Phone & Fax: L40-LN G ' -S� "�� ' 5JWContact Person: �" � Phone _(4v7' Bonding Company: _ t\Y-11.1 Address: Mortgage Lender: Address: Architect/Engineer: '� 1� Address: (Attach Proof of Ownership & Legal Description) 5-1p Phone: L4A_( Phone:1 Fax: 40=4 1=F-4a1 _'4'033 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. iF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be3Od th al permiiZ required from other govemmental entities such as water managemgnt districts, state agencies, or federal agencies. Acceptance of Signature of Owner/Aeent's that I 1 notify the owner of the property of the requiremen of Florida 'En �, F ) 3. it Date Si re of C tractor/A% ent Date Lary-Statle�ofFlorid#.'; +,..� :::: Notary Public, - Stair• „! 90mmission #1 DC) 3794c�,1 ,8@L^d41�2i1i�ilRlYNtctR<MF,�x. APPLICATION APPROVED BY: Bldg: itial &,ode) Special Conditions: Print onh tor. gent's N' e / l'i' �) ` &lap We Sign ure'4-(., '"btairy-Sta 614MddALDONALO Da racy p_,b w - scrap of Florida Co mission # C ?, n,t� Con ct6Y/t42tiit i �t�ePJytij4q�j11 ACrtoy jP�%fio 1 Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) AARYMW MORN:, MEW U: CIRCUIT CIMRT SE1110#11-F UlUhfl'Y BK 06187 Pq OQ0; Qpq) THIS INSTRUMENT PREPARED BY: CL E BH s yr, 41c"L'>uL'>'tE.a �� c►lrili Patricia L. n D.R. Hortonn,, Inc. RECORDED 0410412W6 t %21 :34 PH Inc. 5850 T. G. Lee Blvd., Ste.: 600 REWRDINS FEES 10.oti Orlando, Florida 32822 REDIM&D BY t holden RECORD AND RETURN TO: C L Vi `if iL0 (:0py D.R. Horton Inc. 5850 T. G. Lee Blvd., Ste.: 600 MIArcY11t` NE (t"IORSE Orlando, Florida 32822 C R OF itClIv7!! i` ;OLi S OU!. FLORIDA 210A NOTICE OF COMMENCEMENT ` �� C (Prepare in duplicate) \ The undersigned hereby gives notice that improvement will be made to certain real property, and in'acbo dance i with Chapter 713, Florida Statutes, the following information is provided in 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. ] 3(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc. (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 4- day of '2006 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a�efaware Corporat on, on e a- f-o t iI a corporation: He/She is personally known to me. Notary Public, State and County Aforesaid AAARIUN MALDONADO taryComm�n6�Iraetse of florfdo '- Dec 14, 2008 Notary Signature]Nota "o`,= Commission # DD 379465 °„ "P Bonded BY National Notary Assn. '. '9 a(- /91-79 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE I OMB No. 1660-0008 Expires February 28. 2009 Federal Emergency Management Agency 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. I Company NAIC Number I 149 MAGNOLIA PARK TRAIL City SANFORD State FL ZIP Code32773 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 121, MAGNOLIA PARK A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 28.4 7701 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 ft 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 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number B2. County Name rB3. State CITY OF SANFORD 120294 1 SEMINOLE I FLORIDA B4. Map/Panel Number B5. Suffix 66. 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' 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) BRISKEY & ASSOCIATES ENGINEERS INC B11. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ 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. 42.3 ® feet ❑ meters (Puerto Rico only) NN/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) NN/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. l certify that the information on this Certificate represents my best efforts to interpret the data available. / 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 426-7979 FEMA FqO 81-3 ry 2006 See reverse side for continuation. Replaces all previous editions 11".. '., 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 149 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 gnature Date 4/1 ❑ 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 E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A. B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (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 Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued 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 G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments O Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions f , % Building Photographs See Instructions for Item A6. For Insurance Company Use: Building pStreet Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number City J I. State_. Z(P Code _ I 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. I MMIT No This permit shall nuthoriie work to be done in the City of Sanford based on the approved construction plans and the inf01`1110tion provided below: Orivowa Riolit•of Way Utifitation.................. ❑ rivoway .................. Applicant Namcl.ch�� LGI�I�) firm: �•1Crn ,h�,. Address:40 PIlona:�� Project Location or Address. __ l�•u� /� / __ _ ___.._..__._.... __._.. ._........................ Title of Approved Uovclopment plans: Approval Me:�_ Schodulc of Work: from To i'mcrgr:ncy"11opairs ....... CD Proposed ilctivity: Oriveway Installation ....... 0 Aerial Utilities ....... 0 Underground Utilities ....... ❑ Dore and Jack ....... 0 Open Cutting of Roadway ....... ❑ Sidewalk Installation- ..... 0 Other ....... 0 Specific Description: .... • ..........• • ............. • ..... :................ • .............................. . Excavation information: Total Length (FT) Humber of Open Roadway Cuts ilerial information: Length (F1 Humber of Poles (Exis(ing) (l�(cw) . • ... • • • • • • • • . • • • • • . • • • • ...b . 4 • • a'.0,• • • • • • • . • • ... • • • • . .^ . • 4 ................... . It is undcrstood;ard agree6 that the rights and prjvi(egas herein set out arc granted only to the extent of the City Of San(ord's jurisdiction and the right, title, or interest in the land to be entered and'used by the permittee. The permitter shall at all times assure all risks of and lademnity, defend, save harmless the City of Sanford from and against all loss, cost, damage, or expense aristgq in -any manner on account of the permit requnt by said permitter of (lie (oresaid dglits and privileges. In the avant of oay future construction of roadways, utilities, slormwater facifitfas,or any general maintenance activities by lire City becomes in conflict with the above permitted activity, the permittoe shall removo andfor relocate as necessary at no cost to the City of Sanford, insofar as such facilities are within the public dght•of- way, 4 CALL THE PUBLIC W S CPT. AT 33,0.5 i T?SCHEOULC A PRE -POUR INSPECTION APPLICANT SIGNATURE onrr. Reviewed: Public Works Uale Utilities.. /1f'f'ft0Vf;O f'nginr:r:rnul 1 z UP SANFORD P.O. Box 2847 SANFORD, FL 32772 I'I IONI; // (407) 330-5630 APPLICATION FOR tJ'1'11,1'1'Y SI�IZVICI? nc:c'c�I IN I !I�UI,I, NAME) SFIZVICI-: nl)I)RESS /49 b ivAHAN(; nUl.)RI;SS, TURN ON I)A'I'E FAX tf (407) 328-7367 - avd•, SINGLE FAMILY RESIDENCE ` l MULTI -FAMILY RESIDENCE COMMERCIAL _ E �v Vt� QG� :at1-�► L' cv1 �yiL WO RKit4D-ell —j SOCIAL SECURITY# N-Pt HOME# OWNER OF PROPERTY DR. f\)-R I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDE PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BE PAID AT THE TIME WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY ALL OIITSTANMMr runor_ee I UNDERSTAND-Ti AT NON,0AYMENT OF MY ACCOUNT WILL STOP SERVICE SIGNED*, - `'' �. -�J ,✓--''^' WNOT WRITE BELOW THI DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL DATE CUSTOMER# LOCATION11 LAST BILL READ THIS READ C S R I.)A'1' 1_ CITy OF SANFORD B BNTTAL BUXI.DZNG pEItIYXIT SUBMITTAL �QZJIREMENTS FOR recent boundary and bu}ldi�g location surveys showing setbacks 0 1. Two ( 2 )for structures t fences) from all structures to property lines for permit drawings dawn (t oscale, 0 2 Two (2) complete sets of construction design Complete sets to include: Foundation plan indicating footer sizes rf relaccmentg walls. Provide side view detalls of these footers with reinforcement p 0 b, Floor plan indicating interior wall partitions and room Identification, room dimensions, dinas, decks and stairs�Bathroomr opening silzturc� and oke elector, location( ), g distances from walls are to be shown. * Note the State of Florida requirements S) or bath door for compliance of Handienpped Code (F.S 553 o C. Elevations evatioonlhei heior ght perlls, east, west, north and south. City Engineering Department oFinish floor elevation g subdivision plat- 0 wall sections to be used In the structure. Bearing d, Cross sections land exterior. Show all component of wall 9 etion. non bearing e Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. 0 f, Engineered truss plan with details of bracing. Engineered beams for spncing openings to carry and support trusses. 0 g, Stair details wltread of �nndr alsnnnd guardrailger size, methods of attachment, placement o h. Square footage table showing footngcs: ,,�— S.F. Garnges/Carports S.F. Porch(s)/Entry(s) S.F. Patios) F. Conditioned structure S.F. Total (Gross Area) 0 3, Three (3) sets of completed Florida Energy If soils appear to be unstable 0 4. Soil analysis and/or soil compaction or if structure to be built on fill, a report may be requested by the Building Official or his representative. 0 5, Other submittal Documents: 0 ft. Utility letter or approval when +,ltiiwater supply and/or sewer system connection to be made. 0 b. Septic tank permit to be obtaine d Seminole County Health 7 etc 3600 Department ntt 400 W. Airport y, fin ford, Fl (40 ) e. Arbor permit when trees to be r moved from property. Contact the City Engineer for details regard ie arbor ordinance and permit. O G, Application to be completed thorn hlj and signatures provided by a AR IN licensed and Insured contractor.Q WNER/BUILDER MUST APPE PERSONS TO SIGN APPLTCA,TION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, Inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tie beatbs - columns- cells G. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or callings 13. Electrical final, mechanical final and plumbing final 14. Building f1na1 15. Other DATE a -,I-- jai Limited Power Of Attorney name and appoint: Craig Coulton. Geoffrev 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 # : ZA z Subdivision: Magnolia Park Address: fahk And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signatur of tractor This foregoing instrument was acknowledged before me this day of , 20, By: Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. State of Florida MARILYN M735NALK County of Orange r 1 . a��µ� �a»'' Nolary Public -Stale of Florida t*EVM D 4, 20C� Notary Pub c Signature =s�•Bo DD 379465 '�� T� OF i `,P`• Bonded by �.......� PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 121, MAGNOLIA PARK AS RECORDED IN PLAT BOOK 63, PAGES 54-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT121 CONTAINS 9554 SQUARE FEET f THIS STRUCTURE CONTAINS 1787 SQUARE FEET t TOTAL CONCRETE 702 SO. FT. f TOTAL SOD 7065 SO. FT. t 1" = 30' GRAPHIC SCALE 0 15 30 MAGNOLIA PARK TRAIL 50' RIGHT OF WAY PT PC TRACT A - 589'31 41 E 953.24' mi- °� ° h� 81.50 g' ' 1 S 1' 1" ------ 10' UTILITY EASEMENT v2 OS i PC PC ycy ?4 •AA Noon .4 4 h,��i a �` c°�3 sop• °o /� i S O d' 10 PI O / �.. LOT 120 1O 0=63'53'19" L=83.63' R=75.00' CB=S58'31'39"W C=79.36' BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. LOT 122 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 0045E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO UE IN BOTH ZONE X AREA OUTSIDE THE 100 YEAR FLOOD PLAIN AND ZONE A AREA WITHIN THE 100 YEAR FLOOD PLAIN THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 121 AS BEING S89'31'41"E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ LEGEND - BUILDING SETBACK LINE MLW CENTERLINE POO POL RIGHT OF WAY LINE PCC X PROPOSED ELEVATION POC PROPOSED DRAINAGE FLOW pp L L� CONCRETE PSM PROFESSIONAL SURVEYOR & MAPPER L C.B. LB LICENSED BUSINESS LS LICENSED SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT PI PRC PCP PERMANENT CONTROL POINT PT (P) PER PLAT TYP (M) MEASURED A/C CALC ) CALCULATED FND FOUND RP C/W CONCRETE WALK R S/W SIDEWALK CS CP CONCRETE PAD C PB PLAT BOOK R/W PGS NG PAGES NATURAL GRADE ORB SO. FT. SQUARE FEET UP MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY OFFICIAL RECORDS BOOK 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 VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. DRAWN B` ASM52585 PLAN 04/05/05 DLC I 1030 N. ORLANDO AVE. PLAN 02/f0/o8 MDF WINTER PARK, FLO[ 32789 (407) 426— MAPPI FOR THE FIRM 5 JAY JILES PSM #4997 DATE r � r Code Administration, flan Review &Inspection Services CAPRI E N G I N C F R I N G Notice to Building Official of Use of Private Provider Project Name: Magnolia Park Parcel ID: 18-20-31-300-0020-1210Address: 149 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 Enizineering, 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): gelzweigacaprienpineering.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 IN Fax: (407) 855-1868 www.capnen =ineenng.com The following attachments are providing as required: 1. Qualification statements and/or resumes of the private provider and all duly authorized representatives. 2. Proof of insurance for professional and comprehensive liability in the amount of $1 million per occurrence relating to all services performed as a private provider, including tail coverage for a minimum of 5 years subsequent to the performance of building code inspection services. Individual (Signature) Print Name: Address: Telephone No.: Please use appropriate notary block. STATE OF_ COUNTY OF Individual Before me, this day of ,20 personally appeared Who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Corporation D.R. Horton. Inc._ Print Corporation N (Signature) Print Name: Robert Lawson Its: Asst. Secretary Address: 5850 T.G.Lee #600 Orlando FL 32822 Telephone No. 407/850-5200 Corporation Before me, this day of May 19,2006, Personally appeared _Robert Lawson of D.R. Horton Inc , a Corporation, on behalf of the state corporation, who executed the foregoing instrument and acknowledged before me that same, was Executed for the purposes therein expressed. Personally known X ; or Produced identification Type of identification produced Sign re of Notary Notary Public: NOTARY STAMP EL W My commission expires: ) Partnership Print Partnership Name By: (Signature) Print Name: Its: Address: Telephone No.: Partnership Before me, this day of , 20_, personally appeared Partner/agent on behalf of A partnership, who executed the foregoing instrument and acknowledged before me that same was executed for the purposes therein expressed. Mellisa Cortes: Print Name: MELIS=LYZETTE RTM MY C6923E0(e07) �-0t69 om Code Administration, Plan Review & Inspection Services CAPRI E N G I N E E R I N G Notice to Building Official of Use of Private Provider Project Name: Magnolia Park Parcel ID: 18-20-31-300-0020-1210Address: 149 Magnolia Park Trail Services to be provided: Plan Review ❑ Inspections Note: If the notice applies to either private plan review or private inspection services the Building Official may require, at his or her discretion, the private provider is used for both services pursuant to Section 553.791(2) Florida Statute. I D.R. Horton, Inc._, the fee owner, affirm I have entered into a contract with the Private Provider indicated below to conduct the services indicated above. Private Provider Firm: CAPRI Engineering, LLC Private Provider: Gary H. Elzweig, PE Address: 6220 S. Orange Blossom Trail Ste.197 Orlando, FL 32809 Telephone: 407-855-1860 Fax: 407-855-1868 Email Address (Optional): elg zweig@a,caprien ineeringcom 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.capriengineering.corn The following attachments are providing as required: 1. Qualification statements and/or resumes of the private provider and all duly authorized representatives. 2. Proof of insurance for professional and comprehensive liability in the amount of $1 million per occurrence relating to all services performed as a private provider, including tail coverage for a minimum of 5 years subsequent to the performance of building code inspection services. Individual (Signature) Print Name: Address: Telephone No.: Please use appropriate notary block. STATE OF COUNTY OF Individual Before me, this day of , 20_, personally appeared Who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Corporation D.R. Horton. Inc. Print rporation N e (Signature) Print Name: Robert Lawson Its: Asst. Secretary Address: 5850 T.G.Lee #600 Orlando FL 32822 Telephone No. 407/850-5200 Corporation Before me, this day of May 19,2006, Personally appeared _Robert Lawson of D.R. Horton Inc , a Corporation, on behalf of the state corporation, who executed the foregoing instrument and acknowledged before me that same, was Executed for the purposes therein expressed. Personally known X ; or Produced identification Type of identification produced Partnership Print Partnership Name By: (Signature) Print Name: Its: Address: Telephone No.: Partnership Before me, this day of , 20_, personally appeared Partner/agent on behalf of A partnership, who executed the foregoing instrument and acknowledged before me that same was executed for the purposes therein expressed. k'D Mellisa Cortes: Sigilature of Notary Print Name: _ Notary Public: NOTARY STAM$ BELOW My commission expires: 1 1I (P 1 l.L i U / A-- MELISSA LYZETTE CORTES MY COMMISSION * DDi06923 EXPIRES: Jeo.16.2010153 hood" Notary Sanfoe.ow Page i of - User: Public User - Not Associated with Organization - Product Manufacturer: .Florida Extruders International, Inc Category: (ALL) ----- - ------------ Subcategory: APplicati0ii/Seq (### or ###.#) kpplication Ralus: (ALL) .,valuation 4ethod: (ALL) ........ ►rder by: ... ...... Manufactur-e, Category Subcategory App / Seq # Status Evaluation Method vdil zj;] and APP—oved t;-) J txtr t ) ,ta )� t A N e .0 Flovid'! "J<. A th -e ;r'j Mt C-Ckjt httPJ/Www.floridabuilding.org/pr/pr_srch.asp 11/11/2005 rlonda tiullding Code Online Page 2 of 3 L44-R2 xtruders International, i7i is€o s i iit:;i� Inc. FixedApproved Florida L45-R2 Extniders L:xterlor Hisloo International, Ifcw>i_ Sliding Approved Inc. Florida L.F. Schmidt, pproved Rl Extruders rs International, _�'i:,il;;� unions E Evaluation Hit��tti• Inc. Report - (813)926-6537 Hardcopy Florida Received FL4062- R1 Extruders Exterii� I Iiston International, Inc. Duars Sliding Approved FL4063 L.F. F. Schmidt, Approved RI Extruders International, �4'in;fo��•y _Report Mullions P.E.Evaluation Histoii, Inc - 813)926-6537 Hardcopy Florida Received FL4129- RI �Ii�tyr;• Extruders International, \'in,_�ws Single Hung Approved Inc. FL4130- Florida R 1 Extruders International, w ir1cE+):: s .--- Casement Approved I Iisio, � Inc. —� FL413I - Florida RI Extruders International, \3 iDi!ti•v'r Horizontal Slider Approved — Inc. FL4132_ Florida R1 I piston' Extruders International, W,4nt oWs Fixed Approved Inc. FL4705- ,lorida RI xtruders International, lwiriu;. ws Single HungApproved I-Iistoul' nc. FL4708- Florida RI Extruders 1V,n41ows S Single Hung pproved HiltoInternational, n' Inc. Florida FL5502 xtruders Exterior SlidingApproved nlernational, Doors nc. Page: Go dc Unuse.aeCopyright and Disclaimer : 02000 The State of Florida. All rights reserved. 41 �aaurd �, Page 1 / 1 http://www.floridabu11ding.org/pr/pr_srch.asp i 1/11/2005 C1L/L!/LCIYJb lY.1:41 4C1/-lL1111! l H5 1 l,Kt 1 t WJ rWar- CIL/ CIL s FLORIDA PRODUCT APPROVAL Cast -Crete lintels are approved ander fkrWd Certificate of Produd Approvul Number FUSS OVERALL LENGTH 2'10" (34") 519,10 S:16.1a., W. (S41 i.n n� $ 9.25 5'4" 164") jSvinw � 0 $ 35J0 6'6" p8") $52.10 8'6" (102") S 5�..85. 9.'4" •(I I $74.50 12'0" (i 44") WAS.. .. 13'4" (160") S 88,60 1410" (160") PRICE 14'8" (116") 1 re (2080) 21'4" (256") 24'0" (288") OVERALL LENGTH RECESS LENGTH 3'8" (44") 2'4" (28") 4-0" (481 2'8" (32") 4T (5T) 3'0" (36") 4'6" . (54") 3'4" IN") . 5-8" (68") 4'4" 1511 5'10" (70:1 4'8" (56") 618" (S0") ST (64") 1'0" (84") 5'8" (68") 116" (90") 6'4" (76") (116") r4" (100") $178.55 $ 207.80 $ 233.35 $ 275.10 S.281.40 S 302.10 OOR SIZE 2'0" (24") S 21.45 2'4" (25f�$ 23.60. 21" (34") $ 24.95 3T (36") $ 28A5. 4'0" (48") $ 35.35 T l" (48"1 $ 31.40 51, (60") $ 39.50 5'4"!64") _$S 4 D" (72") $ 45.20 s a' 8-0" (96") $ 59.85 �.. 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 LUS410Z 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 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 NCAW2-16 FL474.330 HGUS26-2 FL474.138 HST2 FL474.181 MTS12Z FL474.325 NCA2X8-12 FL474.330 HGUS28-2 FL474.139 HST3 FL474.182 MTS16 FL474.326 NCAM-16 FL474.330 HGUS28-2Z FL474A39 HST5 FL474.183 MTS16Z FL474.326 SA36 FL474.383 HGUS410 FL474A40 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 FL474A43 LTS12SSN FL474.259 MTS20SSN FL474.328 THMA-2 FL474.424 HH6 FL474.144 LTS16 FL474.260 MTS20Z FL474.328 VB10 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 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 FL474A2 ABA46 FL474.14 ABA46R FL474.16 ABA46Z FL474.14 ABA66 FL474.16 ABA66R FL474.17 ABA66Z FL474.16 CBS44 FL474.43 CBS46 FL474.44 CBS66 FL474.45 H6 FL474.119 H6Z FL474.119 H7 FL474.120 H7Z FL474.120 LFTA FL474.238 PBS44A FL474.348 PBS46 FL474.349 PBS66 FL474.350 RCWB10 FL474.374 RCWB12 FL474.375 RCWB14 FL474.376 THG3A FL474.418 THG4A FL474.419 THJL-2 FL474.421 THJR-2 FL474.422 SIMPSON STRONG -TIE COMPANY, INC NER 443 Used for Florida State Wide Product Approval # FL474 Products on this Report which are approved: Product Florida # Product Florida # Product Florida # Product CW8106 CWB126 DBT1Z DJT14Z DPTSZ DPT7Z DRT8 EPC44 EPC44-16 EPC44-16Z EPC46 EPC46-16 EPC46-16Z EPC48 EPC48-16 EPC64 EPC6446 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 FL474.61 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 FL474A01 FL474.102 FL474.103 FL474.104 FL474.104 FL474A04 FL474.104 GLTV3.518 FL474.104 GLTV3.520 FL474.104 GLTV3.56111.25 FL474.104 GLTV3.56111.5 FL474.104 GLTV3.56/13.25 FL474A04 GL7V3.56/15.25 FL474.104 GLTV3.56/18.76 FL474.104 GLTV3.56/19 FL474.104 GL7V3.56/9.25 FL474.104 GLTV3.59 FL474.104 GLTV5.50/11.25 FL474.105 GLTV5.50/13.25 FL474.105 GLTV5.50115.25 FL474.105 GLTV5.50118.75 FL474A05 GLTV5.50/19 FL474.105 GL7V5.50/9.25 FL474A05 GLTV5.511 FL474.106 GLTV5.512 FL474A05 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 HGLTV3.56/11.25 FL474A32 HGLTV3.56/11.5 FL474.132 HGLTV3.56118.75 FL474.132 HGLTV3.56119 FL474.132 HGLTV3.5619.25 FL474.132 HGLTV3.59 FL474.132 HGLTV6.50/18.75 FL474.133 HGLTV5.50/19 FL474.133 HGLTV5.511 FL474.133 HGLTV6.512 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 LS50Z FL474.242 LS70 FL474.243 LS70Z FL474.243 LS90 FL474.244 LTB20 FL474.263 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 PS46 PB46R PB66 PB66R PB66Z PC44 PC44-16 PC"-16Z PC44Z PC46 PC46.16 PC46-16Z PC46Z PC48 PC48A6 PC64 PC64-16 PC66 PC66-16 PC66Z PC68 PC84 PC86 PC88 SP4 SP4Z SP6 SP6Z SP8 SPBZ WB106 Florida # FL474.344 FL474.346 FL474.346 FL474.347 FL474.346 FL474.351 FL474.352 FL474.352 FL474.361 FL474.363 FL474.354 FL474.354 FL474.363 FL474.365 FL474.356 FL474.357 FL474.368 FL474.369 FL474.360 FL474.369 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 FL474A09 H10SSN FL474.109 H1oZ FL474.109 HCP1.81 FL474.121 HCP2 FL474.122 HCP2Z FL474.122 HCP4 FL474.123 HFA6 FL474.130 HFA8 FL474.131 HRC22 FL474.169 HRC42 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 SIMPSON STRONG -TIE COMPANY, INC ICB05328 Used for Florida State Wide Product Approval # FL503 Products on this Report which are approved: Product Florida # PHD2-SDS3 FL503.27 PHD5-SDS3 FL503.26 PHD6-SDS3 FL503.28 PHD8-SDS3 FL503.29 SIMPSON STRONG -TIE COMPANY, INC ICB05357 Used for Florida State Wide Product Approval # FL503 Products on this Report which are annrov_ed Product Florida # Product Florida # BCS2-2/4 FL503.1 HSUR/L26-2 FL503.16 BCS2-2/4Z FL503.1 HSURIL410 FL503.17 BCS2-3/6 FL503.2 HSURIL414 FL503.18 GA1 FL503.3 HSURIL46 FL503.19 GA2 FL503.4 MASB FL503.24 HSURIL210-2 FL503.14 TBE4 FL503.39 HSUR/L214-2 FL603.15 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 MBHA5.50/11.25 FL538.24 HTS24 FL538.10 MBHA5.50111.88 FL538.25 HTS28 FL538.11 MBHA5.50/14 FL538.26 HTS30 FL538.12 MBHA5.50116 FL538.27 HTS30C FL538.13 MBHAS.50118 FL538.28 MBHA3.12/11.25 FL538.16 MBHA5.5019.25 FL538.29 MBHA3.1219.25 FL538.17 SPH4 FL538.34 MBHA3.56111.25 FL538.18 SPH4Z FL538.34 MBHA3.56/11.88 FL538.19 SPH6 FL538.35 MBHA3.56/14 FL538.20 SPH6Z FL538.35 MBHA3.56116 FL538.21 SPH8 FL538.36 MBHA3.56118 FL538.22 SPHeZ FL538.36 SIMPSON STRONG -TIE COMPANY, INC ICBO 4935 Used for Florida State Wide Product Approval # FL1463 Products on this Report which are approved: Product Florida # HCA11-5 FL1463.5 HCA71-6 FL1463.6 HCA11-7 FL1463.7 HCA11-9 FU463.8 HCAS-5 FL1463.9 HCAS-6 FL1463.10 HCAS-7 F0463.11 HCA5-9 FL1463.12 HCA7-5 FL1463.13 HCA7-6 FL1463A4 HCA7-7 FL1463.15 HCA7-9 FL1463.16 HCA9-5 FL1463.17 HCA9-6 FLUVA8 HCA9-7 FL1463.19 HCA9-9 FL1463.20 SIMPSON STRONG -TIE COMPANY, INC ICBO 5537 Used for Florida State Wide Product Approval # FL1463 Products on this Report which are approved: Product Florida # CJT3L FL1463.1 CJT3LKT FL1463.i CJT3S FL1463.1 CJT3SKT FL1463.1 CJT4L FL1463.2 CJT4LKT FL1463.2 CJT4S FL1463.2 CJT4SKT FL1463.2 CJT5L FL1463.3 CJT5LKT FL1463.3 CJT5S FL1463.3 CJTSSKT F0463.3 CJT6L FL1463.4 CJT6LKT FL1463.4 CJT6S FL1463.4 CJT6SKT FL1463.4 i 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 # HDC10122-SDS2.5 FL1463.21 HDC1014-SDS2.5 FL1463.22 HDC5/22-SDS2.5 FL1463.23 HDC5/4-SDS2.5 FL1463.24 HDQ8-SDS3 FL1463.25 PCT18 FL1463.41 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 FL1725.1 ABU88 FL1725.2 SIMPSON STRONG -TIE COMPANY, INC NER 694 Used for Florida State Wide Product Approval # FL1725 Products on this Report which are approved: Product Florida # ICFLC FL1725.3 ICFLC-CW FL1725.4 ICFLC-W FL1725.5 SIMPSON 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 ,Q SIMPSON STRONG -TIE COMPANY, INC ICC-ES ER-6119 Used for Florida State Wide Product Approval # FL3751 Products on this Report which are approved: Product Florida # GBC 3751.1 LTHJA26 3751.2 THAL422 3751.3 THAR422 3751.4 TSB2-24 3751.5 VTC2 3751.6 SIMPSON TM SIMPSON STRONG -TIE COMPANY, INC. ECC-ES ER-1211 Used for Florida Statewide Product Approval # FL5805 Products on this Report which are approved: Product Florida # Product Florida # Product Florida # CC106 5805.1 ECC44 5805.22 GLBSD 5805.43 CC31/4-4 5805.2 ECC46 5805.23 GLB7A 5805.44 CC31/4-6 5805.3 ECC51/4-4 5805.24 GLB7B 5805.45 CC44 5805.4 ECC51/4-6 5805.25 GLB7C 5805.46 CC46 5805.5 ECC51/4-8 5805.26 GLB7D 5805.47 CC51/4-4 5805.6 ECC64 5805.27 GLBT512 5805.48 CC51/4-6 5805.7 ECC66 5805.28 GLBT516 5805.49 CC51/4-8 5805.8 ECC68 5805.29 GLBT520 5805.50 CC64 5805.9 ECC76 5805.30 GLBT612 5805.51 CC66 5805.10 ECC77 5805.31 GLBT616 5805.52 CC68 5805.11 ECC78 5805.32 GLBT620 5805.53 CC76 5805.12 ECC86 5805.33 HF24N 5805,54 CC77 5805.13 ECC88 5805.34 HF26N 5805.55 CC78 5805.14 ECC96 5805.35 HGLBA 5805.56 CC86 5805.15 ECC98 5805.36 HGLBB 5805.57 CC88 5805.16 FTA2 5805,37 HGLBC 5805.58 CC96 5805.17 FTA5 5805.38 HGLBD 5805.59 CC98 5805.18 FTA7 5805.39 HPAHD22 5805.60 ECC106 5805.19 GLBSA 5805.40 HPAHD22-2P 5805.61 ECC31/4-4 5805.20 GLBSB 5805.41 PAHD42 5805.62 ECC31/4-6 5805.21 GLBSC 5805.42 m SIMPSON STRONG -TIE COMPANY, INC ECC-ES ER-5117 Used for Florida Statewide Product Approval # FL5808 Products on this Report which are_anproved: 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 HUC3516/22 5808.143 GLS5-5 5808.9 HU24-2TF 5808.54 HU61OTF 5808.99 HUC36 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 HUC38 5808.146 GLS7-9 5808.12 HU26-2 5808.57 HU614 5808.102 HUC38TF 5808.147 GLST3 5808.13 HU26 2TF 5808.58 HU614TF 5808.103 HUG410 5808.148 GLST5 5808.14 HU26TF 5808.59 HU616 5808.104 HUC41OTF 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 HUG44 5808.156 HGLST5 5808.22 HU312 5808.67 HUC210-3 5808.112 HUC44TF 5808.157 HGLST7 5808.23 HU312-2 5808.68 HUC210-3TF 5808.113 HUG46 5808.158 HGLST9 5808.24 HU312TF 5808.69 HUC212-2 5808.114 HUG46TF 5808.159 HGLT Series 5808.25 HU314 5808.70 HUC212-2TF 5808.115 HUG48 5808.160 HHB Series 5808.26 HU314-2 5808.71 HUC212-3 5808.116 HUC48TF 5808.161 HSUL 5808.27 HU314TF 5808.72 HUC212-37 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 HUC612 5808.164 HU210 5808.30 HU34 5808.75 HUC214-3 5808,120 HUG612TF 5808.165 HU210-2 5808.31 HU34TF 5808.76 HUC214-3TF 5808.121 HUC614 5808.166 HU210-2TF 5808.32 HU3514-2 5808.77 HUG216-2 5808.122 HUC614TF 5808.167 HU210-3 5808.33 HU3516-2 5808.78 HUC216-3 5808.123 HUC616 5808.168 HU210-3TF 5808.34 HU3516122 5808.79 HUC216-3TF 5808.124 HUC616TF 5808.169 HU21OTF 5808.35 HU36 5808.80 HUC24-2 5808.125 HUG66 5808.170 HU212 5808.36 HU36TF 5808.81 HUC24.2TF 5808.126 HUC66TF 5808.171 HUM-2 5808.37 HU38 5808.82 HUC26-2 5808.127 HUC68 5808.172 HU212-2TF 5808.38 HU38TF 5808.83 HUC26-2TF 5808.128 HUG68TF 5808.173 HU212-3 5808.39 HU410 5808.84 HUC28-2 5808.129 HW Series 5808.174 HU212-3TF 5808.40 HU41OTF 5808.85 HUC28-2TF 5808.130 HWU Series 5808,175 HU212TF 5808.41 HU412 5808.86 HUC310 5808.131 LBV Series 5808.176 HU214 5808,42 HU412TF 5808.87 HUC310-2 5808.132 LEG3 5808.177 HU214-2 5808.43 HU414 5808.88 HUC31OTF 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 U3510/14 5808.203 U3512-2 5808.204 U3516/20 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 H2.6SS FL474.115 HIT3624 FL474.169 LU26 FL474.268 AB44R FL474.7 H2.6SSN FL474.115 HIT3526 FL474A60 LU28 FL474.269 A846 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 HSSSN FL474.115 HIT422 FL474.163 LUP26 FL474.272 AB66R FL474.11 H2Z FL474.114 HIT424 FL474.164 LUP28 FL474.273 CB1010 FL474.33 H3 FL474.116 HIT426 FL474.166 MAB15 FL474.305 CB1012 FL474.34 H3B FL474.116 HPA28 FL474.166 MAB16Z FL474.306 CB1212 FL474.35 H3SS FL474.116 HPA36 FL474A67 MAB23 FL474.306 CB44 FL474.36 HSSSN FL474.116 JB210 FL474.219 MAB23Z FL474.306 C846 FL474.37 H3Z FL474.116 JB212 FL474.220 MPA132 FL474.309 CB48 FL474.38 H4 FL474.117 JB214 FL474.221 MPA144 FL474.310 C866 FL474.39 H4SS FL474.117 JB26 FL474.222 PA18 FL474.331 CB68 FL474.40 HSSSN FL474.117 JB28 FL474.223 PA23 FL474.332 CB88 FL474.41 H4Z FL474.117 LB210 FL474.229 PA28 FL474.333 EP844 FL474.62 H5 FL474.118 LB212 FL474.230 PA36 FL474.334 EPB44A FL474.63 HSSS FL474.118 LB214 FL474.231 PAI18 FL474.337 EPB44AB FL474.63 HSSSN FL474A18 LB216 FL474.232 PAI23 FL474.338 EPB44AMB FL474.63 H6Z FL474.118 LB26 FL474.233 PAI28 FL474.339 EP846 FL474.66 HIT318 FL474.161 LB28 FL474.234 PA135 FL474.340 EPB66 FL474.66 HIT320 FL474.152 LC844 FL474.235 PATM26 FL474.341 EPB66-12 FL474.66 HIT322 FL474A53 LCB46 FL474.236 PF24 FL474.366 H1 FL474.108 HIT324 FL474.154 LC866 FL474.237 PF24Z FL474.366 HiZ FL474.108 HIT326 FL474.155 LTT19 FL474.263 PF26 FL474.367 H2 FL474.114 HIT3618 FL474.156 LTT20B FL474.264 PF26Z FL474.367 H2.5 FL474.115 HIT3620 FL474.157 LU210 FL474.266 H2.68 FL474.115 HIT3522 FL474A58 LU24 FL474.267 SIMPSON STRONG -TIE COMPANY, INC 0 V 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 LUS26SSH FL474.281 A21Z FL474.1 F34 FL474.84 HHUS43 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 FL474A88 PF26A FL474.368 ACE4 FL474.25 F36NZ FL474.85 HUS26 FL474.192 PFD24 FL474.369 ACE4Z FL474.25 F44 FL474.86 HUS26Z FL474.192 PFD26 FL474.370 ACE6 FL474.26 F44Z FL474.86 HUS28 FL474.195 PFDS26 FL474.371 BC4 FL474.27 F46 FL474.87 HUS28Z FL474.195 RR FL474.377 BC46 FL474.28 F46Z FL474.87 LSSU210-2 FL474.246 RTC24 FL474.379 BC4R FL474.29 HHUS210-2 FL474.145 LSSU410 FL474.248 RTC24Z FL474.379 BC4Z FL474.27 HHUS210-2Z FL474.145 LUS210 FL474.274 RTC42 FL474.380 BC6 FL474.30 HHUS26.2 FL474.146 LUS210SS FL474.274 RTC44 FL474.381 BCGR 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 FL474A49 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 HGT-3 FL474.135 HGTA FL474A 36 HSS2-2KT FL474.179 HSS2-2-SDS3 FL474.179 HSS2KT FL474.178 FL474 Products on this Report which are approved: Product Florida # HSS2-SDS1.5 FL474.178 HSS4KT FL474.180 HSS4-SDS3 FL474.180 LSSU210 FL474.245 LSSU210Z FL474.245 LSSU28 FL474.247 LSSUI25 FL474.249 LSSUI35 FL474.250 LTHJL FL474.255 LTHJLZ FL474.255 LTHJR FL474.256 LTHJRZ FL474.256 Product LTHMA LTP4 LTP4Z LTT131 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 T HWAL 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 # ABU44 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 ITT311.6 FL474.215 ITT413 FL474.215 IUT316 FL474.216 FA8 FL474.88 ITT311.88 FL474.215 ITT414 FL474.215 IUT3510 FL474.216 FJA FL474.98 ITT312 FL474.215 ITT416 FL474.215 IUT3512 FL474.216 FSA FL474.99 ITT313 FL474.215 ITT49.25 FL474.215 IUT3514 FL474.216 GT2 FL474.106 ITT314 FL474.215 1TT49.37 FL474.215 IUT3516 FL474.216 GTF FL474.107 ITT316 FL474.215 ITT49.5 FL474.215 IUT410 FL474.216 ITT11.25 FL474.215 ITT3511.25 FL474.216 ITT9.25 FL474.215 IUT412 FL474.2% ITT11.88 FL474.215 ITT3611.88 FL474.215 1TT9.5 FL474.215 IUT413 FL474.216 ITT14 FL474.216 1TT3614 FL474.215 IUT11 FL474.216 IUT414 FL474.216 ITT16 FL474.215 ITT359.25 FL474.215 IUT14 FL474.216 IUT416 FL474.216 ITT2.06111.88 FL474.215 ITT369.5 FL474.215 IUT2.06/11 FL474.216 1UT9 FL474.216 ITT2.06114 FL474.215 ITT38 FL474.215 IUT2.06114 FL474.216 LPC6 FL474.240 1TT2.06116 FL474.216 ITT39.25 FL474.216 IUT2.0619 FL474.216 LPC6Z FL474.240 ITT2.0619.5 FL474.216 ITT39.37 FL474.215 IUT211 FL474.216 PA51 FL474.335 ITT211.25 FL474.215 ITT39.5 FL474.215 IUT214 FL474.216 PA68 FL474.336 ITT211.88 FL474.215 ITT411.25 FL474.215 IUT29 FL474.216 THJA26 FL474.420 ITT214 FL474.215 ITT411.6 FL474.215 IUT310 FL474.216 ITT29.25 FL474.216 ITT411.88 FL474.215 IUT312 FL474.216 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 FL503A3 MTT28B FL503.25 H2.5A FL503.5 H2.5AZ FL503.5 H010A FL503.6 HD14A FL503.7 HD15 FL503.8 HD20A FL503.9 SIMPSON STRONG -TIE COMPANY, INC APEXSIM200301 Used for Florida State Wide Product Approval # FL1423 Products on this Report which are approved: Product Florida # Product Florida # DSP FL1423.1 HTSM16 FL1423.11 H14 FL1423.2 HTSM20 FL1423.12 H16 FL1423.3 LGT2 FL1423.13 H16.2 FL1423.4 LTA1 FL1423.14 H16-2S FL1423.5 MGT FL1423.15 H16S FLUDA MTS24C FL1423.16 H8 FL1423.7 MTS28C FL1423.17 HSZ FL1423.7 MTS30C FL1423.18 HGAIOKT FL1423.8 MTSM16 FL1423A9 HGAM10KTA FL1423.9 MTSM20 FL1423.20 HM9KT FL1423.10 SSP FL1423.21 SIMPSON STRONG -TIE COMPANY, INC ICBO 5268 Used for Florida State Wide Product Approval # FL1463 Products on this Report which are approved: Product Florida # SDS'/.X1'/: FL1463.45 SDS'/.X2 FL1463.46 SDS'/.X2% FL1463.47 SDS'/.X3 FL1463.48 SDSY.X3% FL1463.49 SDSY.X4% FL1463.50 SDS'/.X6 FL1463.51 SDS114XI.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-RC5 FL1463.51 SIMPSON STRONG -TIE COMPANY, INC ICBO 5824 Used for Florida State Wide Product Approval # FL1463 Products on this Report which are approved: Product Florida # IUS1.56111.8a FL1463.26 IUS1.56/9.5 FL1463.27 IUS1.81/11.88 FL1463.28 IUS1.81/14 FL1463.29 IUS1.8119.5 FL1463.30 IUS2.37/11.88 FL1463.31 IUS2.37/14 FU463.32 IUS2.37116 FL1463.33 IUS2.56/11.88 FL1463.34 IUS2.56114 FL1463.35 IUS2.56/16 FL1463.36 IUS2.5619.5 FL1463.37 IUS3.56111.88 FL1463.38 IUS3.56114 FL1463.39 IUS3.56/16 FL1463.40 SIMPSON STRONG -TIE COMPANY, INC ICBO 5357 Used for Florida State Wide Product Approval # FL1725 Products on this Report which are approved: Product Florida # TBE6 FL1725.6 SIMPSON STRONG -TIE COMPANY, INC NER 209 Used for Florida State Wide Product Approval # FL1725 Products on this Report which are approved: Product Florida # THAC418 FL1725.7 SIMPSON STRONG -TIE COMPANY, INC APEXSIM2004-01 Used for Florida State Wide Product Approval # FL1901 Products on this Report which are approved: Product Florida # Product Florida # Product Florida # Product Florida # CMST12 FL1901.1 HHETA20 FL1901.24 MST27 FL1901.48 MST126 FL1901.71 CMST14 FL1901.2 HHETA24 FL1901.25 MST37 FL1901.49 MSTI36 FL7901.72 CMSTC16 FL1901.3 HRS12 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 CS20 FL1901.6 LSTA12 FL1901.30 MSTA12 FL1901.53 RPS18 FL1901.76 CS22 FL1901.7 LSTA15 FL1901.31 MSTA15 FL1901.54 RPS22 FL1901.77 FHAl2 FL1901.8 LSTA18 FL1901.32 MSTA18 FL1901.55 RPS28 FL1901.78 FHA18 FL1901.9 LSTA21 FL1901.33 MSTA21 FL1901.56 ST12 FL1901.79 FHA24 FL1901.10 LSTA24 FL1901.34 MSTA24 FL1901.57 ST18 FL1901.80 FHA30 FL1901.11 LSTA30 FL1901.35 MSTA30 FL1901.58 ST2115 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 HETAI6 FL1901.15 LSTI73 FL1901.39 MSTAM36 FL1901.62 ST292 F0901.85 HETA20 FU901.16 META12 FL1901.40 MSTC28 FL1901.63 ST6216 FL1901.86 HETA24 FL1901.17 META14 FL1901.41 MSTC40 FL1901.64 ST6224 FL1901.87 HETA40 FL1901.18 META16 FL1901.42 MSTC4883 FL1901.65 ST6236 FL1901.88 HETALI2 FL1901.19 META18 FL1901.43 MSTC52 FL1901.66 ST9 FL1901.89 HETALI6 FL1901.20 META20 FL1901.44 MSTC66 FL1901.67 HETAL20 FL1901.21 META22 FL1901.45 MSTC6683 FL1901.68 HHETAI2 FL1901.22 META24 FL1901.46 MSTC78 FL1901.69 HHETAI6 FL1901.23 META40 FL1901.47 MSTCM40 FL1901.70 SIMPSON STRONG -TIE COMPANY, INC ICC-ES ER-5791 Used for Florida State Wide Product Approval # FL2304 Products on this Report which are approved: Product Florida # AT Acrylic Tie 2304.1 which includes AT08 AT13 AT30 ATPAC05KT TM SIMPSON STRONG -TIE COMPANY, INC Dade County NOA No:02-0719.02 Used for Florida State Wide Product Approval # FL2361 Products on this Report which are approved: Florida # Product HGU026-2-SDS3 FL2361.1 HGUQ26-3-SD84.6 FL2361.2 HGUQ28.2-SDS3 FL2361.3 HGUQ28.3-SDS4.6 FL2361.4 HGUS26.3 FL2361.5 HGUS28.3 FL2361.6 LUS310 FL2361.7 THA422.2 FL2361.9 THAC422 FL2361.10 THAC422.2 FL2361.11 THASL218 FL2361.12 THASL218.2 FL2361.13 THASR218 FL2361.14 THASR218-2 FL2361.15 SIMPSON STRONG -TIE COMPANY, INC Apex Technology ER SIM200404 Used for Florida State Wide Product Approval # FL3750 Products on this Report which are approved: Product Florida # Product Florida # FGTR 3750.1 HGUS26-4 3750.30 FGTRE 3750.2 HGUS28 3750.31 FGTRHL 3750.3 HGUS28-2 3750.32 FGTRHR 3750.4 HGUS28-3 3750.33 HGUQ210-2 3750.5 HGUS28-4 3750.34 HGUQ210-3 3750.6 HGUS3.25/10 3750.35 HGUQ210-4 3750.7 HGUS3.25/12 3750.36 HGUQ26-2 3750.8 HGUS410 3750.37 HGUQ26-3 3750.9 HGUS412 3750.38 HGUQ26-4 3750.10 HGUS414 3750.39 HGUQ28-2 3750.11 HGUS46 3750.40 HGUQ28-3 3750.12 HGUS48 3750.41 HGUQ28-4 3750.13 HGUS5.25/10 3750.42 HGUQ410 3750.14 HGUS5.25/12 3750.43 HGUQ46 3750.15 HGUS5.50/10 3750.44 HGUQ48 3750.16 HGUS5.50/12 3750.45 HGUS2.75/10 3750.17 HGUS5.50/14 3750.46 HGUS2.75/12 3750.18 HGUS5.62/10 3750.47 HGUS2.75/14 3750.19 HGUS5.62/12 3750.48 HGUS210-2 3750.20 HGUS5.62/14 3750.49 HGUS210-3 3750.21 HGUS6.88/10 3750.50 HGUS210-4 3750.22 HGUS6.88/12 3750.51 HGUS212-3 3750.23 HGUS6.88/14 3750.52 HGUS212-4 3750.24 HGUS7.25/10 3750.53 HGUS214-3 3750.25 HGUS7.25/12 3750.54 HGUS214-4 3750.26 HGUS7.25/14 3750.55 HGUS26 3750.27 HGUS7.37/10 3750.56 HGUS26-2 3750.28 HGUS7.37/12 3750.57 HGUS26-3 3750.29 HGUS7.37/14 3750.58 Page 2 SIM200404 Used for Florida State Wide Product Approval # FL3750 Products on this Report which are approved: Product Florida # Product Florida # HHUS210-2 3750.59 HUS412 3750.84 HHUS210-3 3750.60 HUS46 3750.85 HHUS210-4 3750.61 HUS48 3750.86 HHUS26-2 3750.62 LUS210 3750.87 HHUS28-2 3750.63 LUS210-2 3750.88 HHUS410 3750.64 LUS210-3 3750.89 H H US46 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 H US212-2 3750.78 LUS44 3750.103 HUS26 3750.79 LUS46 3750.104 HUS26-2 3750.80 LUS48 3750.105 HUS28 3750.81 MUS26 3750.106 HUS28-2 3750.82 MUS28 3750.107 HUS410 3750.83 TM SIMPSON STRONG -TIE COMPANY, INC ECC-ES ER-5952 Used for Florida Statewide Product Approval # FL5806 Products on this Resort which are aaaroved: 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 CCQ78-SDS2.5 5806.21 CBSQ44-SDS2 5806.4 ECCQ3-4-SDS2.5 5806.22 CBSQ46-SDS2 5806.5 ECCQ3-6-SDS2.5 5806.23 CBSQ66-SDS2 5806.6 ECCQ44-SDS2.5 5806.24 CCQ3-4-SDS2.5 5806.7 ECCQ46-SDS2.5 5806.25 CCQ3-6-SDS2.5 5806.8 ECCQ48-SDS2.5 5806.26 CCQ44-SDS2.5 5806.9 ECCQ5-4-SDS2.5 5806.27 CCQ46-SDS2.5 5806.10 ECCQ5-6-SDS2.5 5806.28 CCQ48-SDS2.5 5806.11 ECCQ5-8-SDS2.5 5806.29 CCQ5-4-SDS2.5 5806.12 ECCQ64-SDS2.5 5806.30 CCQ5-6-SDS2.5 5806.13 ECCQ66-SDS2.5 5806.31 CCQ5-8-SDS2.5 5806.14 ECCQ68-SDS2.5 5806.32 CCQ64-SDS2.5 5806.15 ECCQ74-SDS2.5 5806.33 CCQ66-SDS2.5 5806.16 ECCQ76-SDS2.5 5806.34 CCQ68-SDS2.5 5806.17 ECCQ77-SDS2.5 5806.35 CCQ74-SDS2.5 5806.18 ECCQ78-SDS2.5 5806.36 NO SIMPSON STRONG -TIE COMPANY, INC ,% M t��OAt?E PRODUCT CONTROL NOTICE OF ACCEPTANCE Prenldor Entry Systems 911 E. Jefcrson, P.O. Box 76 Pittsburgh ,KS 66762 t MIAMI-DADE CO, METRO-DADE FLAGLEn BUiLDING CODE COMPLIANCE 01 MrIM0-DADE FLAGI.rtt f)urr. t 4o w1:S'r F LAGLC1t S rRC:ET, surn MIAMI, FLOMDA 33131 (305) 375-2901 FAX (305) 37. (:ON't'1LXcroit 1.ICj._nS1NC 51:1 (305) 375.2527 FAX (3W)3 i co\'rit, rott 1iNFORC1{dtr•.iT DIN (305) 375.29" FAX (105)1: ruoiwc,r cot'rizoi. Ui\ (105) 375.2902 t'AX (305) 3" Your application for Notice of Acceptance (NOA) of: Entergy G-S S-`V/E Inswing Ginzed Double w/sidelites Residential Steal Door under Chapter d of the Code of Miami -Dade County governing the use of Alternate Materials and Typ, Construction, and completely described herein, has been recommended for acceptance by the Miami-E County Building Code Compliance Office (BCCO) under1he conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secur product or material at any time from a jobsite or manufacturer's plant for quality control testing. 1 product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspen use of such product or material immediately. BCCO reserves the right to revoke this approval, if determined by BCCO that this product or material fails to meet the requirements of (lie South F1 Buildin- Cede. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04102/2006 Raw twangucz Chief Product Control Divisior THIS ISTHE COVERSHEET SEE ADC)ITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDiN'G CODE R' PRODUCT REViEW COi\UMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buil Code and Product Review Committee to be used in Yliami-Dade County, Florida under the condition. forth above. APPROVED: 00'i05/200 i �AA_ Francisco ). Quintana, R.A. Director Miami -Dade Count), Duilding Code Coll) pli:1nce Of r Premdor Entry Systems ACCEPTANCE No.: 01-0314., APPROVED SUN 5201 EXPIRES April 02, 200 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2( approves a residential insulatcd door, as described in Section 2 of this Notice of Acce designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miam County, for.the locations where the pressure requirements, as determined by SFBC Chaptcr not exceed the Design Pressurc hating values indicated in the approvcd drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-NWE inswing GIazed Double Residential Insulated Steel Doo; Sidelites- and its components shall. be constructed in strict compliance with the fol documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preps manufacturer, dated 7/29/97 with revision C dated 01/1t/00, bearing the Miami -Dade Product Control approval stamp with the Notice of Acceptance number and approval date Miami -Dade County Product Control Division. These documents shall hereinafter be refcrrn the approved drawings. 3. LIMITATIONS 3.! This approval applies to single unit applications of pair of doors and single door only, as sho\ approved drawings. in le door units shall include all components described in the active le: this approval. 3.2 Unit shalt be installed only at locations protected by a canopy or overhang such that the ang'.c between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installe non -habitable areas where the unit and the area are designed to accept \vater infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance the approvcd drawings. 4.2 Hurricane protection system (shutters): the in$lallation of this unit will require a h �),otcction system-,. 3. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. 'BUILDING PERiYHYREQUIREiYIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice c Acceptance, clearly niarked to show the components selected for the Proposed instal 6.1.3 Any other documents required by the Building Official or the South Florida Buildini (SFBC) in order to properly evaluate the install ion of this system. tvlanu I Pcrcz, P.E. Product Coo E r�rni�rf i�n.+l rr•� il;•r. r..+.. Prcmdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 20Q6 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents. arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting tl�e evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If [lie Acceptance holder has not complied with all the requirements of this accepta including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation ;nit submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has beci requested (through the filing of a revision application with appropriate fcc) and granted by this office. 5. f.ny of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acccptancc as an endorsement of any product, for sales, advertising of other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by tlhc expiration date may be displayed in advertising literature, if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies shall be provided to the user by the manufacturer or its distributors and sha11 be available for inspection nt the job slit at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acccptancc shall be cause for terinination and remoN Acccptancc. 9. This Notice of Acccptancc consists of pages 1, 2 and this last page 3. EyD OFTHIS ACCLI"' IANCE Manu Perez, P.C., Product Contra x: Glazed Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Inswing , , 2'0" , COP-WL-MA0141-02 �.1 02-0419.08 (Application Filed) 52.0 NO X 2 s" 2'8" 2'1D" 3'0" 316, Not Listed Not Listed - 28"+10" COP-WL-MA0143-02 t.r r 02-0419.08 (Application Filed) I. Raf 52.0 .. NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + V2" 3'0" + 1'0" 3'0" + 1'2" X0, OX, OXO i1 i 1 1'0" + 2'8" + 1'0 COP-WL MA0144 02 02-0419M (Application Filed) 520 NO I t 1'0" + 2'10" + 1'0" 'IT + 2'8" + IT j I V' + 2Y + 1'0" VG" — 3'0" + 1'0" 17' + 2'10" + 1'2" 1'2" + 3'0" + 1'2" TV+TV+2'6" 2'8" + 2'8" + 2'8" 2' 10" + 2' 10" + 2' 10" 3'0" + TO' + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02 0419.08 (Application Filed) 52.0 I NO I 2'8" + 2'8" 210" - 210" 3'0" + TO" t • t 2'6" + 2'8' + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 (Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8' 2'10" + 2'10" + 2'1�' 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from Cie frlasonile International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (wmv.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design toads for buildings and other struclj!res). National, sale or local building codes specify the edition required. Masonile ln'erna'ional structural, cyclic, air, water, forced enlry/or impact testing Is done In accordance with Miam' Dade 0CCO protocol PA201, Oat aft AR k EK'" 1`inf. >+Cr. ".t�•, Inl MY,1.(•nN� w...r....,w rs.obl t""}D- Ap. • 79. ?047 0". of 0".9, m0 p•o0un .J_]A :v1i,C:l 10 f A]nDc w•110W "41�CC. Masonite International Corporation Glued Units COP-WL-MA0100-02 --- � FIBERGLASS DOORS 6'8" Height — Outswing 1 X TV COP-WL-MA0161-02 02-0418.03 (Application filed) 55.0 NO 216" TV 2'10" TO" TV Not Usled Not ListedPlulliples — — (r— litI 2'8" + 1'0" COP-WI.-MA0163-02 ►.a 02-0418.03 (Application Filed) 55.0 IT NO 2V 1.2.. L 2-13—' + 1'0" F -- 3'0" + 1'2" J X0, OX, OXO i 1'0" + 2'8" + 1'0" COP-WL-MA0164-02 t 02-0418-03 (Application Filed) 55.0 NO 1'G" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2 8" + 1.0" 1'0" + TO" + 1'0" 1'2" + 2'l0" + 1'2" 1'2" + TO" + 1'2" 2'6" 2'8" + 2'8" + 2T- 2'1G" + _'10" + 2'1G" 3'0" + 3'0" + TV XX• OXXO _ 2'8" + 2'8" COP-WI_-MA0162-1j2 02-0418.03 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6' + 2'6" 02-0418.03 2'8" + 2'8" + 2'8" + 2'8" 2'1G" +2'10" + 2'10' + 2'10" COP-WL-MA0165-02 (Application Filed) 55.0 NO 3.0" + 3'0" + 3'0" + TO" 1. Cccr a. r2ngements using fewer panels Ihan whi! is show, in the 2bove chart also comply under the product approvals shown. 2. Assembly delaits are available from the Masonite iWarnalional website (www.masonile.com) or from the technical center. 3 Installation instructions are available from the Masonite International website (wvnv.masonile.com) or from the technical center. 4. Ac!ual design pressure requirement for a specific building design & geographic Ioc2tion is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. S. Masonite International structural, cyclic, air, water, forced entry/or impacl testing is done In accordance with Miami -Dade BCCO protocol PA201 PA202 & PA203. 0� oft AR�� , .,. ...., ...t n,�aNv I.00ca a•."T..r.�IJr,4.•I"•n 1" . a' :. TOO? 0m :•'L•w•�p a ovp of W"_ a.o•wrnh+�l maan sDenrc Y•oro. ar+�p+ a^o >nora o M aionite Intern atonal Corporatla�. I Glazed Units COP-wl-MAOIOO.02 FIBERGLASS DOORS 8'0" Height — Inswing 2'0" COP-WL-MA0146-02 02-0423.01 (Application Filed) 40.0 NO t X 2'6'. TV 210" — 3'D" 3'6" Not Listed Not Llsfed — — Multiples (width) 2'8" + 1'0" 51asonite Inlettiallonal COP-WL-MA0148-02 02-0423.01 (Application Filed) 40.0 NO -- I 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 5'0" + 1'0" Is'0" + ' '2" r X3. OX, ,:11:10 1.)" + 2'8" + IV COP-WL-MA0149-02 02-0423,01. (Application Filed) 40.0 NO I f ! 1'0- 1'2' + 2'8" + 17' -- , 1'0" + 2'8" + 1'0" 1'0" + 3'0" + l'O" 1'2" + 2'10" + 1'2' 1'2" + TO' + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 2'10" + 2'10' + 2'10' t ! XX, OXXO 2'8" : 2 8" COP-WL-MA0147-02 02 0423.01 (Application Filed) 40.0 NO I 7E" � D' + 2710" —�-- 112'6E'+ " + 2'6' E COP-WL-MA0150-02 02-0423.01 (Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + TV 2'10" + 2'10' + 2'10' + 2'10" To" + 3'0" + 3'0" + 3'0" Notes: !. Door arran,ew)ls ush'g fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembt`/ de!21!s are available fro. the Masorite fr malional websile (www.masonite.com) or from tite technical center. !rai `3:ion ins!rcttio^s are 3v3ilabte front the it:asoni;e Inler-ra',icnal websile (www.masoniie.com) or from the technical center. 4. i;CC2i cep c pressure requitement for a spaci'!c cuilding design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or I^Cal buitoing codes specify the edition required. 5. Masonile International structural, cyclic, air, waver, forced entry/or impact testing is done In accordance with Miami -Dade BCGO protocol PA201 PA202 8 PA203. _O a6QaAff ,AR_VEK'" . .....r,�as r,xr"r nrxsn� .ra._...•.e.-p... o-,T o.,•.IPWR ,r7r zwt Masonile International Corporatio _— Glazed Units COP-WL•MR0100.02 FIBERGLASS DOORS 8'0" Height — Out -swing 2 0' 2V X 2 g- 2'10" TO" COP WL MA016fi-02 02-0423.03 (Application Filed) 47.0 NO TV Not Listed Not Listed — — 702-0423.03 COP-WL-MA0168-02 (Application Filed) 47.0 NO 2'8" + 1'0" 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" TO" + 1'2" X0. OX, OXO 1.0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO /'0" + 2'10" + 1'0" 1'2" + 2'8" + 172" 1.0" + 2'8" + 17 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 17' + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2' 10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2.6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02 0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 210" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonile International websile (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonile International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, stale or local building codes specify the edition required. 5. Masonile International structural. Cyclic, air, water• forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 8 PA203. 0 Oak raft AR EK'" [ '- u. r J 'A Awi 792o01 C/�> Maion�le lntetnational CU[polalron Uv1 comm�.rp DrUp•im d p00�[t "np•wtm[m ma>[3 SDt<-•1•Ca�ron3. Ot3pn>^0 D•DO•KI O[l>il S�Dtt110 [D>npt w0...'K1. Opaque Units COP-WL•MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing 2•0" COP-WL-MA0101-02 01-1031.01 76.0 NO X rs" 2.8" 2'10" 3'0" TV Not Listed Not Listed — — TV + 1'0" 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" COP-WL-MA0103-02 3'0" + 1'0" 3'0" + 17 02-0109.10 (Application Filed) 55.0 NO X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 (Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1 '2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 17' + 2'10" + 1'2" 17" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" 2'l0" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2.10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonile International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonile International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement lot a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, stale or local building codes specify the edition required. 5. Masonile International structural, cyclic, air, water, forced entrylor impact testing is done in accordance with Miami -Dade OCCO protocol PA201. PA202 8 PA203. Oak gaff ARk EW ,IMY.„fl..1lS ,: N"IMY•IJOOMS Nw.l•.e.r.e,e�33."Irw, Pr."., .Dr. 79. loot Ow lonnn..n0 Dr OO,Sm DI Dr OO.KS m M M makrS WEA,.,On1. 011gn4m1 D10123 OtISJ 1"OK(1b C-91" —,n0- Malonite Interns lional eorporatwn COP-M-MA0100.02 FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing rITTEL r r t 2'8" 2.1' ' 2'0" 2'6" X— COP-WL-MA0121-02 01-1031.012 76.70 NO 0" 3'0" 3'6" Not Listed Not Listed r r r.r• r ►• t t. 2'8" + 1'0" 2'8" + 1'2" 2'10" + 110" 02-0109.09 2'10" + 1.2" COP-WL-MA0123-02 (Application Filed) 55.0 NO 3'0" + 1 V 3'0" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 2'10" + 1.0" X0. OX. OXO 1'2" + 2'8" + 1'2" 1'D" + 2'8" + 1'0" 1'0" + TO" + 1'0" 02-0109.09 1'2" + 2'10" + 1'2" COP-WL-MA0124-02 (Application Filed) 55.0 NO 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2.8- + 2'8" + 2'8' —it + 2' 10" + 2.10- 3'0" + 3'0" + TO" 2'8" + 2'8" 2'8" + 2'8" 02-0109.09 2'10" + 2'10" COP-WL-MA0122-02 (Application Filed) 55.0 NO XX, DUO 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0109.09 2'10" + 2'10" + 2'10" + 2'10' COP-WL-MA0125-02 (Application Filed) 55.0 NO 3'0" + 3'0" + 3'0" + 3'0" -- Notes_ 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International websile (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads 101 buildings and other structures). National, stale or local building codes specify the edition required. 5. Masonile International structural, cyclic, air, water, forced enlrylor impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. Oak aft AR k EK._ aiN�"f.t..\t .:Nl YI)OOwt as � ?9. 70D7 O", eomnw',np woD�am a v,Mw unmovemem makes sutt�rumb"s. Or+gn J"0 w000rr Of �JA SUD,tt11D (NnDt wi1D0N nO1Kt. '� Masonite. International Corpor at�on nnaone Units G0P•WL•MA0100.02. FIBERGLASS DOORS 8'0" Height — Inswing 2.6- X 772'0' "2W 2'10' 3'0" COP-WL-MA0106-02 02-0109.08 (Application Filed) 70.0 NO 3'6" Not Listed Not Listed — — 77 , 2'8" + 1'0" r COP-WL-MA0108-02 r., r 02-0109.08 (Application Filed) ► r 55.0 1. NO 2'8" + 1'2" 210" + 1'0" 2.10` + 17" TO" + 1'0" 3'0" + 1'2" X0. OX, OXO 1'0" + 2'8" + 1'0' COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0' + 1'0" 1'2" + 210" + 1'2" 1'2" + 3'0" + 17 2'6' + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10- TO" + 3'0" + 3'0" XX. OXXO 2'8" + 2'8' COP-WL-MA 1107-02 02-0109.08 (Application Filed) 55.0 NO 2.8" + 2'8" 2'10" + 210" 3'0" + 3'0' 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10' + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available horn the Masonite International website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads lot buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic• air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. oak .raft AR % EK" M . 29. 700i DW lD 1—.9 d00•>m D, D•OOWI ""D•Dvrmtnl m>[rl fDr[�� (>1gn1. 0r)pn !n0 Di ODnn 0— �DD,e[1 ID ~01 wnnDW nd•[t Il(JYr VV ryt. •.��.l� � .+��//�l �/�l li[/✓�i/1" / ✓ ✓ VV n ' ��/f Masonite rnte+national Corporanon E Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing 1 2'0" COP-WL-MA0126-02 02-0109.07 (Application Filed) 70.0 NO X 2,6" 2.8" 2'10" 3'0" 3'6" 1 MUM 2.8" + 1'2" 2'10" + 1'0" 210" + 1'2" 3'0" + 1'0" TO" + 1'2" Not Listed , , COP-WL-MA0128-02 Not Listed r.r. , 02-0109.07 (Application Filed) — r• t 55.0 — t. NO X0, OX. OX0 1'0" + 2'8" + 17 COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" IV' + 3'0" + 1'0" 1.2" + 2.10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2' 10" + 2' 10" + 210" 3'0" + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2,a" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + TV COP-WL-MA0130-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: t. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International websile (www.masonile.com) or from the technical center. 3 Inslallalion instructions are available from the Masonile International websile (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 6CCO protocol PA201. PA202 8 PA203. 0akraft AR � EKr" i lxl. �.I.rS+t:nl"Y •1)OOu� r+e..1.."+w ievCru (..v. D.�.•. Masonite International Corporation Apr) 79 2(q7 Our n.nu.rq Drpgr)m 0i ODun +nDro.'tmtnl maheS Spt(av,)twM. DtSpn an0 DroDutl Ot().1 y"U�HI 10 (�)t.Dt ..MOuI n01�(t. X Unit 6- TYR TYP. 6'8" UNIT 8'0" UNIT 13-15/16" 17-1/8- MAXIMUM ON CENTER TYP. r • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1R" long screws per location. ` Mow 1 r! I 1 -, • Width of door unit plus 112" • Height o1 door unit plus 1/4" - M10-WL-MA0O01"02 SINGLE DOOR Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8' GRADE 1 (ANSIBHMA At56.16) surface bolls be installed on latch side of active door panel — (1) at top and (1) at boltorn. Notes: I. Anchor calculations have been carried out with the lowest (least) fastener rating Irom the different fasteners being considered lot use. Fasteners analyzed for this unit include #8 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come Irom Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1- 1/4- and achievement of minimum embedment. The 3/16" Tapcon single shear design values come IrOm the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 91 _ Maionite In(etnarional Cotpora(ion O 10m --Q V-0- of Dr0tl ..mD�Ovlmtnl ma\[3 3Dt(��K alronl. Otupn an0 0-00",a wbitn'D t-Q, r.ab0�� no1Kt XO or OX Unit SINGLE DOOR WITH 1 SIDELITE 3- 6' 6' CL TYP. TYP. TYP. TYP. , i 1 ! l r ► 6' TYP. 5'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. M.' 11 + 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHPAA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor Calculations have been carried out with the lowest (least) fastener rating Irom the dillerent fasteners being considered for use. Fasteners analyzed lot this unit include p8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 113A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment_ The 3/16" Tapcon single shear design values come from the ITW and ELCO, Dade Country approvals respectively each with minimum 1-1/4" embedment. 3. Wood bucks by others• must be anchored property to transfer loads to the structure. n -� Maioniie Intetnat,onal Colpo,at,on Alba 29 ? k)? U•� t � - �: J'JJ'J'»V� 11. UJVlI ••';r'J•t.��tV� rn.t>tl SIHt•Itt.N�•S T%dll 0M., 101K110 t,gny, .. M. M ct oxo Unit r SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT BV UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. t r • 6 per vertical framing member 11 per horizontal framing member Hinge and slrike plates require two 2-1/2" long screws per location. r r IT. M-I • Width of door unit plus 112" • Height of door unit plus 1/4" I t t t t t t t 1 t t Latching Hardware: • Compliance requires that GRADE -3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1- Anchor calculations have been carried out with the lowest (least) fastener rating from the different lasteners being considered for use. Fasteners analyzed for this unit include N8 and 110 wood screws or 3/16" Tapcons. 2 The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come Irom the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4- embedment. 3- Wood bucks by others, must be anchored properly to transfer toads to the structure an Ap,429. 2002 Masonite International Corporation q,� 10••. a -gyp NVJ'J W V'W.�. � , �,cV, nW s> 1yr, •�+,J..V _.-. Or�N,n JnG J' VOv(1 d!IJY ww", ,, _r.npt —.0 -W- oxxo ' r Unit DOUBLE DOOR WITH 2 SIDELITES 6- ' TY P. 6-8- UNIT 8'0•UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYR r r r Egiiiiiif� r ' r r I r• t 1 • 6 per vertical framing member • Width of door unit plus 1/2" • 16 per hori2onlal framing member • Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA Al56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 ce bolts be installed on latch side of active door panel — (1) at top Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surfa and 11) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include B8 and ►to wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NDS for southern pine lumber with a side member Thickness of 1 114' and achievement of minimum embedment The 3/16" Tapcon single shear design values come Irom the ITW and ElCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored property to transfer loads Io the structure El —""� Masonile rnlernaliOndr Corpor Jl�on April ?9.2002 _ bur t roue^n n•ov�am a n�oe,.o +nwwtmmr m>ata son •r.u�rons. et�gn ane Moe. 1 01M4 SuDrRI to t�>�Ot wNlrWl rgln.t XX Glazed Inswing Unit COP-WL-MA0142.02 FIBERGLASS DOORS aPPRnw!) ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3.0" x 6W. Double Door Maximum unit site = 6'0' x 6'8- Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design plessune and impact Itsislard requirements for a specific building design and geographic location is determined by ASCE 7-nalional. state of focal building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: o_Dn an on on DAD an 100 soles M. 135 Series 136 Series 822 selies 1/2 GLASS: n ou n ° no no no no 0o on 105 Series 106. 160 Series' 129 series' 12 RA. 23 RA. 24 RA 107 Series' 108 Seks 3M Series Series' 7n, gtass kit may also or useo m Inc lobowing doer iryle: EyeDrow 5-panel n+m saob. Oakc,raft AR k EK'- r-rULNI:I nSS lNIMI'•UVON� Nn..T••r^<E'�•'Mr E.n7 Dm.. April 29. 2002 0u, p09n,n 01 0,00on +pro+e,=am _kn sMaar s. 0n.9n me 0-ooal Oeraa 3.01ttr 10 1-91 .•—' nW' �•"'�' Masonite International Corporation XX Glazed Inswing Unit APPROVED DOOR STYLES: 3/4 GLASS: na ❑n 404 Series 410 Series CERTIFIED TEST REPORTS: COP•WL-MA0142.02 FIBERGLASS DOORS FULL GLASS: 109 Series 114, rie 120, 122 152 Series 149 Series 300 Ses Series CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: kOaff r rUl• �� 4ry 1 . 1) l.rM� el TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). ,�� / &-z� State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 AR � EW �M asonile Inl ernal Tonal Corporal ion April 29. 2002 0v c0"enNrq n.n0— or Imil-1-1. 0e1ro^ r^0 Moo n1 Mu4 %vNto 10'WQ1 wA W nmac. XO or OX Glazed Inswing Unit COP•WL•MN0143.02 F 113ERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6W. Single Door with 1 Sidefite Maximum unit size = 6'0' x 6'8' Design Pressure +52.0/-52.0 Limiled wales unless special Ihr eshotU design i5 used. Large Missile Impact Resistance Hurricane protective system (Shutters) is REQUIRED. Actual design presswe and impact leaistant requirements tot a specilic building design and geogiaptrc location is deletmined by ASCr 7-naumt31. slate or local building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: assembly details have beef followed —see MAD WL MA0003-0'L or Compliance requires that minimum MAD-WL-MA0006-02 and MAD-WL MA0041-02. MINIMUM INSTALLATION DETAIL: installation details have been followed —see MID WL MA0003 02. Compliance requires that minimum APPROVED DOOR STYLES: 1/4 GLASS: _ DD DD �D DD 4DD t,JJ. tJS Series 136 Series 822 Series too series 1/2 GLASS: _ R 9 n o0D�°C�DD DD DD DD DD 106. 160 series' 129 Series' 12 RA. 73 R/L. 24 R0. 107 Series' loft Series 704 Series tOS series Series' 'this glass an 'nay also be used in the 10110-ng door styler yeprow S Danel witn soon p_ aka aff AR % EK'- . «..,.....a r4..,r.., ems,., uPo., (fPRE.fLt, v'%� F ✓/, . �.... —r—�'"�� Malonrte InlernJlional Corpor al1on Auld 29. ?00? o.o.eroe•u u,a,es swc,�•cH„�s. oc>•v^ a,:a re�„u IL_, r>ur corw,v«::�oV�>,u of p, oemr +�• ovu+>,.o,m ,c :-a.,oa «acaw omrte XO or OX Glazed Inswing Unit . COP-WL-MA0143.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a DD DD 404 SUMS 410 Series 109 seies T14. 120. 122 152 Series 149 series 300 St, res Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R• 23L. 450 Seliei 152 Series 149 Se1iu 109 Series 120. 122 Series 300 series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip Me surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: C7 ak�r�ft TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME C 17Y, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Ballhazor. P.E. — License Number 56533 AR j EK'- .e npia 29 20U2 Ow tp^n^�•^0 p�o9'am M ppOvo .np. u+Horn( mNn Spttdlt>t4ni. Ot5'On a^O piDeeU )c�>•( 5..'+�t!1 i0 Cn)r,4c r.•rno�l npn(t �• ��Masonile Inlernalional Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: O '� a 0 Y fir., y +:ci:�' ram= •. Single Door with 2 Sidelites Maximum unit size , 9'0' x 6.8' CAP-WL•MA0144.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8'. Design Pressure +52.0/-52.0 Limited water unless special IMahold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Aclual design plessult and impact resistant requirements log a specific building design and geographic location is delennined by ASCE 7-nalional, state or total building codes specify the edilion required. MINIMUM A-SSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: ao am on o0 as as as 100 Series 138. 135 Sexes 136 Sates 822 Segies 1/2 GLASS: n [i uu u u ii n a ao as o0 00 00 00 105 Series 106. 160 Series' 129 Series' 12 NL. 73 FA, 24 AtL 107 Series" 108 Sales 304 Series series • ln" glass Mil may also be Used in the Iollll—N tloor style ryeblow 5-panel —1h sc.ou Oak raft AFf EK' rtut Nt'•t n>] [nlwl UUUM1 no...l.....a ra..p.alwrdo.n Ao.d 29. 2002 Masonite tntennationat Cofpdral'On rh,� l0^.•^v^p D-Db —.' D�DO�ct ✓^U�D.'nntM ma\f3 3DftDKNw^3 Of/gyp^ >^D D UD�C� Dna�t woircl ro'T-9, —. t rioter t. oxoCOP-WL-MAD144-02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 3/4 GLASS: 0 40aSe�iies 410❑seaiies 109 Series 114. 120. 122 152 series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 729 Series 700 Seriez 17R, 12L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24E Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, RE120224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick liberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32." wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab tilled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, $WE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). J�� / &--x State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 0_ raff AR1EK- I ll)I NI.L.\ll Lvl M\ •Ur)nN] Masonilc International Corpor atron APO 29, 7002 0", LO u—p 01001Lm 01 P10- Y mD�Ovrmrnl m�kr1 SDtt��Na)K1ns, On�gn )nd D�00.Nr O'W SAKI 10 CNN, n h1 1 OUIHe. oxxo Glazed Inswing Unit APPROVED ARRANGEMENT: COP•WL-MA0145.02 FIBERGLASS DOORS at• ,gi,pp a *,.- +', �, y,. Double Door with 2 Sidelites Maximum unit size a 12'0' x 6'8' Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant mQuiiernenls for a specific building design and geographic location Is determined by ASCE 7•national• state or local building codes specify the Mition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 coal amo 00 00 00� 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n [i uu uu n o [a 00 00 a0 00 00 00 105 Series 106. 160 Series' 1?9 Series' 12 RZL. 23 R/L. ?I R/L 107 Series- 108 Series 304 Series Series' this 91a65 tit may also be used in the lotlowing loot style ryebrow 5 panel with sU011. Oak raft; AR %EK' r rnt Mr•l �s.� En'tx\UVV+s r+o•.4.a.•�e ra..e."f..�r O..e.. np�il ?9 ?fK12 Ow ��o•^Q Di OP•rm P� p•00� ^^P•Pvemtnr mpyp SPetJKargnf PH•p^ ane D�eevll Oru.r�gttt w tnanpr wnnP�l natr M aconite International Corporalion OXX0 r , , Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ao 00 - 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series series APPROVED SIDELITE STYLES: :. � � o 0 129 Series 200 Series 12R, 121- 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTtA-805W-2 Certifying Engineer and License Number: Ramesh Patel, PE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: Oak Graff TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor• P.E. — license Number 56533 AR EK'- _` ❑ 1..��..r rlr Iron h PRF�i-i..o C,.��:;.. ,. �l/�G?/.l•C��J�LL�G M asonile I n t e r na l io n a I C o r p o r a l ion Aora 79. 7002 0r, (�N.n _ pi.9r DI In.0" +nprp,nnenl rnA,s SOK�I.I)Ignr, 4,spn Ind Drp011(1 Onld S.t,^11. (range wr1�0Y1 "DI•(r XX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0147.02 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6'0- r 8'0- Design Pressure +40.0i-40.0 Unriled water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-naliorwl• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02_ APPROVED DOOR STYLES: 1/4 GLASS: 822 Series 112 GLASS: 108 Series Oak _Taff — Masonite Internal Tonal Corporal ion AR I EK" ADO 29. 2002 Ow com•oo•�p o. D"", or ".No,mTo.rmrm m»es sptra4.wons. m0 D,rbutl aua+ s�oircr ,o romp, —nn , .o,a, XX OPrl 1 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab tilled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: O akraff TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Processional Engineer Kurt Balthazor, P.E. — License Number 56533 AR j EW ApW 29. 2002 Ow tm, .-0 prppiam pl prpp„C1 mpprtmtM maltf 3Dt(�IKNWns, Ot3�pn rnp DrD0ut1 Otw'.0"' W 01 9' w.M.W WK r M aconite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 S'O" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Single Door with 1 Sidelite Maximum unit size = 6'0- x 8'0' Design Pressure +40.0/-40.0 Limited water unless special threshold design Is use& Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a speohc building design and geographic location is determined by ASCE 7-nalional, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 114 GLASS: IICD Do DD 822 Series 1/2 GLASS: a DD 404 Series 0 ak riff AR - EK' �'m�-w o��.n<, rtv, we on.rw. w,..u.....e ra..r.,.. b....c�•. auO 29 2002 low ronnn,..nb n�op�xm of pno , .•nn•o.1-1 nu t) SOH•nrpgn5 aro•en ma n•aaoU 0 108 series --� MdfOnile, In i e r n a l io n al COr pOr a l ion XO or OX O• rl -: I Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 30D Swig APPROVED SIDELITE STYLES: o +a 450 Series 852 Series 810 series 300 Sems CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-518" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab tilled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: Oak raft w.. r 1'IU'l'-L AS\ L N i ,UrH,Mt TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME C17Y, S7AiE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, PE. — License Number 56533 AR k EK'� Ap'4 19�?00? ow tm+� •npP+oO+aTD+u�000n.nD•ovemrnt ma4130RH4L4n1.o6'0^>n0O�o0vc1 Otl>.I 10DHt110 fOMQ[ ".t DPI nJ�•([ —'7 Masonite International Corporation rwo COP-L1IL-MA0149.OZ Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size = 9'0' x 8'0' Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design piessule and impact resistant lequiiernenls for a specific building design and geographic location is delelmined by ASCE 7-nalional• Slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beer) followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 114 GLASS: 0o o0 822 Series 1/2 GLASS: 404 Series Oak raft ARk EK e. l..ro .. I UL-:L/tl\ L.aT-y 011-1—1..c..I 108 sertes April 29. 2002 (1W tOnl.nurn0 program 01 prnpun err O+lmtm mast) )Dt(�Irlargnf. 0lypn an0 D�DUuII Jtlarl >uD1ec110 tNnpt war•Dul "Or•(t. Masonite International Colporalion OXO , • j , , , , Glazed Inswing Unit , 8-90" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: a 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins_ Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of stab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: C)ak�r�ft r. I-rtlk Nt�.r ASS kn'INY t)01DN5 TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, S7AlE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). Stale of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 AR EK" April 29. 2002 0. tonNnuin Dropgm Or Dr OOvtl unMOKmtM mMtl SDKi1K N00S. 0t3�0n �� D�ODiKI OrUD waar ro rnanpr ..nnour nui.rr Masonrte International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: C0P•WL•MA0150.02 8'0" FIBERGLASS DOORS } � wr- yy i O O If I Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8W. Double Door with 2 Sidelites Mapmum unit sire - 12'0' x 8'0" Design Pressure +40.0/-40.0 Limited wale, unless special thleshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pfessure and impact ,esistant,equi,emenls lot a specific building design and geoglaphic location Is dete,mined by ASCE 7-national• stale of local building cures specify the edition lequi,ed. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: Oak ratf 1 fUl Ml•L.\(l [NTM\ UUI)M\ H ao 404 Series AR k EW Ne..T..e..e f-0... l—, 0— 108 Series F%ZE�tT T`` Ma1on,le Inlf/natibndl Co,pot at+on Ap+l 29, 2002 0w 1-0 Wn — o+ moaen +mo b+Nnmf moos soee•+o+om an q�>^a m0000 0,10 wb"o to comp, —.0 OxXO 1• r l 1 1 Glazed Inswing Unit 8'0" FI BERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: H A (M 81D Series 30D Series APPROVED SIDELITE STYLES: 4 FIF 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202_ Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane loam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: Oak�raft 1 IUt'NI.L .\\1 ll+l Nl",1)�lIlN1 TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Ballhazor, P.E. — License Number 56533 AR EK'- ro..4.e..rsl—,e I—,D— Apn) 79. 7002 Ow (DnnnuN.p D.opl>m DI D'oDvO +"D'ovtmrnl m»t11Dtt•1.(>I-0n1. otl�pn>n0 W(10 (1 Of1iN I..DItCI to In>np< wNnoyl np.+! _ ••n"r MJSOOiIf InlffrSJli01131 COrPOr JI.On XX Glazed Outswing Unit APPROVED ARRANGEMENT: O>✓ Y COP-WL•MA0162.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size . 6.0' a 6.8- Design Pressure +55.0/-55.0 Umiled water unless special threstwld design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant tepuirerents for a specific budding design and geographic location is determined by ASCE 7-national• state or loot building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 0 0 oa a0 DD DD DOD DD 100 Seises 133. t35 Series 136 Series 872 Seises 112 GLASS.- f� D DD OD DD DD DD DD DD DD 105 Series 106. 160 Series' 179 Senes' 17 NL. 73 A/L. 7e FA 107 Set ies' 108 Series 304 Series Series' This glass kit may also be used in the lonowing door style- Eyebrow 5-panel with scroll. Oak, -,raff AR k EK- oT r nr�pnl ,.,, lSl Ml Vno.> .. p... l...., Dw.. 1.. r...:. r.,. April Ur nn. •^v voo•>•••oro•oa„u+^mo.e•^rn�m>.n ,vrt•.cno^>. vo•v^>^o von,.n T Masonite Inlernation al Corporation XX Glazed Outswing Unit APPROVED DOOR STYLES: 3/4 GLASS: a ao 404 Series CERTIFIED TEST REPORTS: 1. COP-WL•MA0162.02 FIBERGLASS DOORS FULL GLASS: 'i 00 Y . 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foarn core. Slab glazed with insulated glass mounted in a rigid plastic lip file surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: C.� ak raft yruEwt-.i.�.. er+rrc uut,w� TESTED IN ACCORDANCE WITH MIAMI-OADE BCCO PA202 COMPANY NAME LIT Y, S1ATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections)- 1�ff / &EX3� State of Florida, Professional Engineer Kurt Balthazor, PE. — License Number 56533 AR k EK•- �nw.l..w.N re..�.0 1.• ,Doe.• April 29. 2002 O •o,rnp p•up�am Or p�onvtl •np.ou,m[m ma�.Y fptt,t.[atro�5, OrSp� aM p�0p�(1 OrtW w,OKn rp tn>npt uanpor na•tr PfZFruN.P,7.//..i ❑—��i!1� /1 ��%'l/(i a • Masonile International Corpor alion r VIV /%,^ Glazed Outswing Unit APPROVED ARRANGEMENT: COP-WL-MA0167.02 8'0" FIBERGLASS DOORS 0 0 — at. Note: Units of other sizes are covered by this report as long as the panels used do not exceed To" x 8'0". Double Door Maximum unil size - 6'a- a 8'0- Design Pressure +47.01-47.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is dilermined by ASCE 7-national. stale a local building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — See MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: _OaW-r-- AR 4 EK" Apn129.N2002 Ow wn. .np n.oD'>m or po0on +n Mor>mrnr m>a3 Enron. pions otr•gn>np ovua s�nuci .o rn>noe .;mow no.ae D�ooNU rim ao 00 822 Series a 108 Series ``�Masonite International corpolnternational corporation I W7DELS STANDARD INSULATED 24 GA 84A, 94 — 25 GA 73, 75 190. 1500 OPTIONAL DSB GLASS OR 1/8' ACRYLIC LTTES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PLLSKOUTE OPnX OR (LUCRE CP) APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606 (SEE SECTION B—B) 0 0/II II01 0/III III% �Il mlim 0 A (5) INTERMEDIATE STILES FOR 16- WIDE DOOR. ATTACHED W/ TOG—L—LOC (TOP k BOT) AND URETNIWE ADHESIVE (ALONG CENTER) \ III III \ `LOCATION OF OPTIONAL VENTS - A V OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH - 16'-0' VERTICAL JAMB ATTACHMENT (WOOD FRAME NOTE I HIGH CONSIST SECTIONS ( ) DOORS OVER 7 --0' INCH CONSIST OF ((5�4 SECTIONS (NOT HOWN). WASHER REQUIRED. LAG2"W LAC SCREWS SSCREWS10EMAY BE HTEiRS 1' O.D. COUNTERSUNK UT NOT REQUIRED) TO PROVIDE A FLUSH MOINNTING SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 25 GA. MIN. STEEL SIGN 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. 1111 DENSITY POLYSTYRENE FOAM INSULATION 1-5/16" THICK WITH VINYL HAIRCEIL BACKER (INSULATED MODELS ONLY) 3" TALL 80 U—BAR 20 GA. GALV. STEEL SCALE I' _ 1 2' THICK 12 GA. GALV. STEEL TOP ROLLER BRACKET. H BRACKET ATTACHED W/(4) /14x5/8' SHEET METAL SCREWS. 14 GA. GALV, STEEL END HINGE EACH FASTENED/(4TO END STILES W) SHEET METALSCREWS' RE 14x5S & (4) 1/4 x3/4' SELF TAPPING SCREWS. 20 GA. MIN. END STILES ATTACHED To DOOR REV DATE SKIN WITH PATENTED TOG—L—LOC SYSTEM 03 9/2003 (TOP. BOTTOM & CENTER). \ 04 8/2004 05 5/2005 FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE n n 'L GLAZM1 of 9PTKNAL TO SCREW LE MOLDED INSIDE 1/4 A f LUTE RETAINER /8x3/4' PAN HEAD SCREW SECTION R—B (10 SCREWS PER UTE) SNAP LATCH ENGAGES ONTO VERTICAL TRACK ONE SNAP LATCH ON INTER. STILE -. EACH SIDE OF DOOR. LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BLDG. CODE OR SC FOR THE FOLLOWING CONORI • 1) ENCLOSED BUILDING. 2) DOOR HAS Z OF WIDTH IN BUILDING'S END ZONE. J _MIPORTANCC FACTOR OF 1.0. 4) ANY ROOT OUtSIDE KEYED t1APIDLE i:. w x� EXPOSURE I END IMEAN ROOF STILE INSIDE HANDLE OUTSIDE DYED LOr7C SNAP LATCH LOCK OptgN INTER. � STILE 3' TALL x 20 GA. GALV. SOK51 STEEL U—BAR. TWO U—BARS PER SECTION. EACH U-8AR ATTACHED WITH TWO 1/4'x3/4" SELF TAPPING SCREWS PER STILE LOCATION. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) /14x5/8' SHEET METAL. SCREWS. END SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCKj LOCK OPi10N ' _ Wepily� Building Products ComDanv a n 4 TACK BAR ENGAGES IN TRACK ON EACH ME OF DOOR. 'B' fOF CENTER DOOR STILES 17— ";TO 9 10 VIEW 'C' 3 4 140TO 1 10 LOCK POSITION (BOTH SIDES) TWO POINT LOCKING DESCRIPTION CLARIFIED GLAZING OPTIONS ADDED MIN 190. ISOO UPDATED CODE REF. HORIZONTAL TRACK SUPPORT DOOR INSTALLER (TO S 13 Gl GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16'xt-5/8" WOOD LAG SCREWS. HM DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION DOOR RIEIGHT 2' GALV. STEEL TRAGIC, s - 70 MIN. TRACK THICKNESS: .060' 7 -0 76 8 —6 88 TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIOE. THE OPIIONk CLAZIIC SHOWN ON TINS DRAMYIC MEETS THE TWO 3' TALL x WIND LOW REKNJf DIDIIS OF THE FLW" BOLDING CODE 20 GA. 80KSI U-BARS OR WTBVVMM#L BLKD*4 OME Rff DOES MM MEET THE WFMCT RE_vsuWLr RFALIEIEYEM FGR WMOBOfYE Dem PER ODOR SECTION. R(7GION5 REF. C1IAPIO116 F'BC IBC PLOW UiR TOP BRACKET DOUBLE HORIZONTAL TRACK DOUBLE HEADROOM OPTION VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2000 PSI MAIN. CONCRETE COLUMN)- 3/8'X4' SLEEVE ANCHORS ON 15.5" CENTERS :#14x5/8' SHEET METAL SCREWS (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 TAPCOHS. O p ANCHORS MAY BE COUNTERSUNK (BUT NOT t/4'x3/4' SELF REQLIIRED) TO PROVIDE A FLUSH MOUNTING TAPPING SCREWS. SURFACE. HORIZONTAL JAMBS 00 NOT 14 GL END HINGES 18 GA. INTERMEDIATE HINGE TRANSFER LOAD. VIEW 'B VIEW "C STOP MOULDING BY DOOR INSTALLER (TO SLUT) 2x6 YELLOW PINE JAMB 20 GA. MIN. GALV. STEEL END STILE 20 GA. GALV. STEEL INTER. STILE 12 GA GALV. STEEL TRACK / BRACKETS FASTENED TO V JAMB WITH ONE 5/16'xl-5/8' LAG SCREW PER TRACT( BRACKET. 7/16" I.O. ROUND PUSHNLUT 18 GAL GALV. STEEL CENTER HINGE FASTENER (ONE PER ROLLER). F TO INTER. STILES W 4) 2' GALV. STEEL TRACK FASTENED To /14x5 8' SHEET METAL SCREWS. f4 GA CAW. STEEL ROLLER 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W 4) TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8' BOLT 14x5 6' SHEET METAL SCREWS & NUT OR TWO 1/4' DIA. RIVETS. (4) 1/4 x3/4' SELF TAPPING SCREWS PER END HINGE. 2' CIA. SHORT STEM. 10 BALL STEEL ROLLER TION PREPARATION OF JAMBS BY OTHERS. SECTION C-C NOTE 2 THE DESIGN OF THE MEN TS SHALL BE THE RESPONSSIBILLI YSUPPORTINGOF THE PROFESSI�ONAL OFF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 0RLGWM4 DRAWINGS ARE S GEED N BUIE CLOPAY BUILDING PRODUCTS COMPANY SCALE, a565 DUKE BLVD. NOTED MASON. ON 45M (513) 770-48M DAM 1 /26/96 CIOPW CorMation All Rights Reserved. DRAWN BY, MWW The wrongamenta depicted herein are the sole property In any form wwwout of the Clopoy Corporation s written ond pe "ot be ssion. reproduced CHECKED BY, M WIN A PAM SEAL (EMOM). DESIGN ENGINEER: (NARK WESTERFIELD, P.E. FLORIDA P.E. #48495. NC P.E. #23832, TEXAS P.E. #91513 DESIGN LOADS: +32.0 PSF & —32.0 PSF. TEST LOADS: +48.0 PSF & —48.0 PSF. PLOT, MAX DOOR SIZE, W04BUIO RATDC 1=48 16'0"W x 8'0"H W S DESCRIPTION, MODEL 73/75/84A/94; 16'W +32/-32 B DRAWING NUMBER. REV, 101922 5 l 2000 S.H. JAKS ,(TYPJ 2000 S.K JAMB (TYPJ r 1 ,X 2 7/16 X Ve 2000 SR TUBE MULLION- -JAMB CTYPJ #8 X 12 SELF TAPPING SMS • ( VINDOV FLANGES WuLuam N8 X 1-12 SELF TAPPING SMS SECTION A —A (1) 1X4X1/8 TUBE MULLION rI X 2 7/16 X 3/8 TUBE MULLION ONE BY voaD DETAIL C BUCK BY OTHERS :. aNCRETE OR MASCMY' 1 1/4' NIK ^ 44u' RS EMBEDMENT SMS #8 X 1/2 SELF � :. TAPPING SMS _. IN3i L• ATION ANdQR TAPCpN SCRiV .ANCHOR CTYP3 . '`" •' , EXTERNAL Ml1t LIQN _ WSTALLATION, "SEALANT VErWTEN Be VINDOV FLANGES #e x 1-1/2 SELF2000' SK" ;. J1rPIClIL FIULJOt TO'';CONCRETE.0 HEAD ; JAMB CIYPJ MULLION �MPUES:.TO.. HEAO,:Bc .SI .L WHERE • I' X. 4 TAPPING SMS ,4'_ TUBE ;MULLIONS BARE WED) SECTION A -A ^/ • • • _. ': _- a - " '.. ':' -_ ... .... �."_, �:- • . •;rs:.__ ; .. ` . ._ .._._.. . _ • . _ ':.. :. - Wit: � ".INSFAWITION •ANCHOR - 1 X 4 -X 318_ - .... _... c. A65,•DLl TliPMA I. TUBE MULLION ANCHOR (TYPE j SILL CLIP #8 X 1-12.' SELF SE7tiCAPf BETVEEN ' TAPPING, SNS VINWV-FLANGES JAMB OCTYPJ S—ECT10N AAA` (5 = - MULLION., _ y: -- f.� _ �� 1 La 4 EDMENT PRECA3T-S1L"LiBY-OTHERS N8 X 1/2 SEIY - #8 X 1/2 SELF - 1 -1e,UXtU6RU-_PLATE _ --_TAPPING SNS TAPPINGSMS D(FURADITMNAL ANCNORS:VFJi- REQUIRED) �i k. - — — S£AIANT BETYEEN' -SEALANT HE:TVEL?I _• - _ ' rt Q. ;O -, VINDOV FLANGES . VINDOV FLANGES — — �.• L MULLION L MUL•LMN : #8 SELF TAPPWG N8 X 1-1/2 SELF 118 X +:U2 SELF SNS CiYPJ _. ` 'MULLION TAPPING. SMS : TAPPING SMS -fl - ELEVATIOQ SECTION A —A (3) SECTION' A -A (4) VIEWED FROM EXTERIOR. -: ..... 1�iTEEu`l4'IONI., C _ ;: X. FLORIDA. �EXTR•UDEP. ox� C _ N[A�ItI'A �D. S _:.. y'TnU;SER. 2 00 - SHEET,.-4tFav2 �^-:f �oRi - VERTICAL M'U'.L L I bN_ S E C t 1- agi. 'I' E OTNE.R ; S I IIC—i fitE : 2_ iOF:. 2P;F,QR:. v r DESIGN PRESSURE.-CAPACI:1 S•r-, ti ,i '.APPROVED. :,.-` _ .._ . ..__�. _._ �_._.� ._.�._._ �..w..•.-_:�. Da:212/_:0.2_ 0 ONE BY WOOD BUCK BY OTHERS (NOTE 6 & 7) CAULK BETWEEN WINDOW FLANGE & WOOD BUCK STUCCO_ BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD (TYP.) CONCRETE OR MASONRY OPENING BY OTHERS a D a W.H. (WINDOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING BY OTHERS 1-1/4' MIN. EMBEDMENT Disclaimer: The purpose of this installation drawing is to present the manufacturers recommendations for anchorage (i.e.. concrete screws, wood screws. nails and Vulkem structural adhesive► to achieve the design pressure specified on the fenestration product as required by Florida Building Code, Section 1707.4.4. Anchorage Methods. Recommendations regarding flashing. sealing, sealants or other joint sealant practices does not constitute a worronty either expressed or implied. B.W. (BUCK WIDTH) TENT EMM/4" BEDMENT ONE BY WOOD INSTALLATION ANCHOR BUCK BY OTHERS 3/16' DIA. TAPPER (NOTE 6 & 7) (NOTE 12) p INSTALLATION ANCHOR SHIM AS REWD. E Anchor 3/16' DIA. TAPPER (NOTE 12) 1/4' MAX. 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 ,PRECAST SILL BY OTHERS SECTION A —A D J W.H. F H I MIN. VIEWED FROM EXTERIOR E K g G ELEVATION /E\ RIGID VINYL (SEE NOTES) Above GLAZING BEAD Meeting (T YP.) Rail. GLASS (TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME / JAMB CAULK BETWEEN WINDOW FLANGE = & WOOD BUCK PERIMETER CAULK W W BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS a 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". 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. Anchor L oc o tion Below ANCHOR INSTALLATION INSTRUCTIONS Meeting Roil. AEGENERAL: 0 (WINDOW WIDTH) � � STUCCO BY OTHERS CAULK BE�TWEEN WOOD BUCK & SECTION B—B MAS'Y. OPENING a 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 (ALTERNA l } For installation with two by with or w/o one by wood bucks. r 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. FOR ALTERNATE SECTION A-A/B-B, USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT FOR NAILING NON-STRUCTURAL ONE BY BUCK INTO A TWO BY STRUCTURAL BUCK. 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE N41L LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6. 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 10) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & # 10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). (SEE SHEET 2 FOR CONTINUATION OF NOTES] SATE IN I FLORIDA EXTRUDERS INTERNATIONAL. 2540NJEw TT 'LANE 4/23/04 RJA CERTIFICATE Of AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: INSTALLATION DETAIL 7/29/04 R JA SGL. HUNG FLANGE WINDOWS - SERIES 1000, 1 500 & 2000 DRAWN BY: B B APPROVED BY:R JA DATE:7/29/04 SCALE: N T S I DWG.: FLEX0016, SHT I _/ W r� a REV DESCRIPTION 00 j z REVISED ANCHOR LOCATION 0 W IN JAMB OF SIZE 37. NO Q W �� 7 CHANGE IN QUANTITY. W 1 � � 16 zoo4 E � J ADDED DISCLAIMER AND � n Cl1lR1fIE0 LOCATION OF W JAMB ANCHORS. og TAPPER LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PsF TO 40PSF 41 Psr TO 70PSF 30P5F TO 40PSF 4 I PSF TO 7OPSF 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 B B B B F,G F,G 14 145 18 1/8 X 49 5/8 18 1/8 X 55 1/4 B 8 F,G F,G 15 18 1/8 X 62 B B 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 18 1/8 X 83 B 8 F,G F.G 1 H2 1 H3 25 1/2 X 25 25 112 X 37 3/8 B B F,G F,G iH4 25 1/2 X 49 5/8 B B F,G F,G F,G,H,I F,G,H,I 1H45 25 1/2 X 55 1/4 B B B F,G F,G,H.I 1H5 i H6 25 1/2 X 62 25 112 X 71 B B 8 F,G F.G,H,I 1H7 25 1/2 X 83 B B F,G,J,K F,G,J,K F.G 30 112 X 26 29 112 X 25 B B 8 F,G F,G F,G 30 112 X 38 3/ 29 112 X 37 3/8 B B B F,G F.G,H,i 30 1/2 X 50 5/ 29 112 X 49 5/8 B B F,G F,G,H,1 30 1/2 X 56 1/4 29 1/2 X 55 1/4 8 B F,G F,G,H,1 30 1/2 X 63 29 1/2 X 62 B 8 F,G,H,I F,G,H.I 30 112 x 72 30 112 X 84 29 112 X 71 29 112 X 83 B B F,,J,K F,G 22 36 x 25 B B F F,G F,G F,G F,G 23 24 36 x 37 3/8 36 x 49 5/8 B B 8 B F,G F,G,H,I 245 36 x 55 1/4 B B B F,G F,G,H,I F,G.H,I F,G,H,1 25 26 36 x 62 36 x 71 B B 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,1 42 x 38 3/8 41 x 37 3/8 B B B F,G F,G,H,I 42 x 50 5/8 42 x 56 1/4 41 x 49 5/8 41 x 55 1/4 8 8 F,G.H.1 F,G,H,I 42 x 63 41 x 62 B 8 F,G.H.1 D.E,F,G,H.I 42 x 72 41 x 71 8 B F,G,H,I D,E,F,G,H,1 42 x 84 41 x 83 B 8 FGJK F,G.H,I,J,K F.G 48 x 26 47 x 25 B B A•C A,C F.G F,G F,G,H,I 48 x 38 3/8 47 x 37 3/8 B A,C F,G F,G,H,I 48 x 50 5/8 48 56 1/4 47 x 49 5/8 47 x 55 1/4 B A,C F,G.H,1 F,G,H,I x 48 x 63 47 x 62 B A,C A.0 F.G,H.1 F,G.H,I D,E,F,G,H.I D.E.F.G.H,1 48 x 72 48 x 84 47 x 71 47 x 83 B B A,C F,G,J,K D.E,F,G.H,I,J,K 32 33 52 1/8 X 25 52 1/8 X 37 3/8 B 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,I F,G,H,I F,G,H,I D,E,F,G.H,1 345 52 1/8 X 55 1/4 52 1/8 X 62 B B A,C A,C F,G.H,1 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 1 52 1/8 X 83 B A,C F,G.J,K D,E,F,G,H,I,J,K ' 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. 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 I. 15) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. `VIEWED FROM EXTERIOR (ANCHOR LOCATIONS) �— W.W. A B C D J W.H. F H ELEVATION E K G I #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 T`,NO 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/0R 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. F FLORIDA EXTRUDERS 12540NATIONAL, INC JEWETT LANE CERiiFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C D TITLE: INSTALLATION DETAIL E SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 & 2000 DRAWN BY: RJA APPROVED sY:RJA DATE:7/29/04 SCALE: NTSjDWG.:FLEXOOl6, SHT 2 OF 2 EWA, CAULK BETWEEN WINDOW FIN & SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW SHOWN STUCCO BY OTHERS WINDOW HEIGHT INSTALLATION ANCHOR 118 WOOD SCREW SHOWN I' MIN. EMBEDMENT (WOOD SCREW) SHEATHING TWO BY WOOD BY OTHERS BY OTHERS SHIM AS REQ'D. tt It i I (SEE NOTES) STUCCO BY OTHERS CAULK BETWEEN WINDOW FIN SHEATHING & SHEATHING BY OTHERS SECTION A -A WINDOW WIDTH 1 / 4 ' MAX Disclaimer: The purpose of this installation drawing is to present the manufacturer's recommendations for SHIM SPACE as (i.e., wood screws and nods) to achieve the design pressure specified on the fenestration product SHIM AS REQ'D. TWO BY WOOD A as required by Florida Building Code. Section 1707.4.4. Anchorage Methods. Recommendations regarding BY OTHERS flashing• sealing, sealants or other joint seolont practices does not constitute o worronty either expressed or (SEE NOTES) implied. IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone t' MIN. products and must be followed fully. EMBEDMENT p ll Y' (w00D SCREW) GLAZING (TYP.) (SEE NOTES) 4' MAX. SHEATHING P1/��SHIM SPACE BY OTHERS CAULK BETWEEN FIN TYPE FIN TYPE WINDOW FIN WINDOW FRAME WINDOW FRAME & SHEATHING HEADER JAMB PERIMETER INSTALLATION ANCHOR GLAZING (TYP.) CAULK R8 WOOD SCREW SHOWN (SEE NOTES) BY OTHERS STUCCO BY OTHERS I ANCHOR SPACING (SEE BELOW. WINDOW } HEIGHT FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY ANCHOR SPACING (SEE BELOW) WINDOW — WIDTH A—� SECTION B-B EQUALLY SPACE ANCHORS (TYP.) L<,T6- MAX.YP.) MAX. (TYP.) ELEVATION OTHERS VIEWED FROM EXTERIOR HEAD SILL & JAMB ANCHOR SPACING (TO 70 ESE 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 r W n a a' 06 N Z D 0 W I'MIN. s W EMBEDMENT (WOOD SCREW) W (LL 05 WU. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE RUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 6) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 7) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 8) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 9) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 10) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS - 1/8" DIA. PILOT HOLE. b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 11) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 12) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 13) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. • ,)EC 1 6 2004 [SEE SHEET 2 FOR CONTINUATION OF NOTES] REV DESCRIPTION DATE IN INTERNATIONAL,FLORIDA EXTRUDERS LANE CERTIFICATE OF AUTHORIZATION No. 9235 SANFORD FLORIDA C REVISED NOTE REVISED NOTE 7 ANO TITLE TO REFLECT NAIL ALTERNATE. 12/10/03 R JA TITLE: INSTALLATION DETAIL W/#8 SCREWS OR NAILS SINGLE HUNG FIN WINDOW - SERIES 1000, 1500, & 2000 D ADDED DISCLAIMER. 7/29/04 R JA DRAWN BY: BB APPROVED BY: RJA DATE:7/29/04 SCALE: N. T. S. DWG.:FLEX0026 SHT I OF 2' y #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 SIZE SIZE SIZE SIZE UP TO 70 PSF UP TO 70 PSF UP TO 70 PSF UP TO 70 Psf 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 1/2 x 35 1/2 2 2 3 14 t8 1/8 X 49 5/8 2 3 2038 23 1/2 X 43 1/2 2 3 15 18 1/8 X 55 1/4 2 3 2040 23 1/2 X 47 1/2 2 3 1 18 1/8 X 62 2 4 2044 23 1/2 X 51 1/2 2 3 16 t8 1/8 X 71 2 4 2050 23 1/2 X 59 1/2 2 4 17 18 1/8 X 83 2 4 1H2 25 1/2 X 25 2 2 3 2060 2070 23 1/2 x 71 1/2 23 1/2 x 83 1/2 2 4 1 2424 27 1/2 X 27 1/2 2 2 2 1H3 1H4 25 1/2 x 37 3/8 25 1/2 X 49 5/8 2 2 3 2430 27 1/2 X 35 1/2 2 2 3 1H45 25 1/2 X 55 1/4 2 3 4 2438 27 1/2 X 43 1/2 2 3 1H5 25 1/2 X 62 2 4 I 2440 2444 27 1/2 X 47 1/2 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 1H7 25 t/2 x 83 2 2 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 1/2 X 83 112 2 4 30 1/2 x 38 3/8 29 1/2 X 37 3/8 3 i 2824 31 1/2 X 27 1/2 2 2 30 1/2 x 50 5/8 29 1/2 X 49 5/8 2 3 I 2830 31 1/2 X 35 1/2 2 2 30 1/2 x 56 1/4 29 1/2 X 55 1/4 2 4 2838 31 1/2 X 43 1/2 2 3 30 1/2 x 63 29 1/2 X 62 2 2 4 2840 31 1/2 X 47 1/2 2 3 3 30 1/2 x 72 30 1/2 x 84 29 1/2 X 71 29 1/2 X 83 2 4 i 2844 31 1/2 X 51 1/2 2 2 ' 2850 31 1/2 X 59 1/2 2 3 22 36 X 25 2 3 2860 31 112 X 71 112 2 4 23 36 X 37 3/8 2 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 4 3030 35 1/2 x 35 1/2 2 2 25 36 X 62 2 4 3038 35 1/2 x 43 1/2 2 3 3 26 27 36 X 71 36 X 83 2 4 3040 3044 35 1/2 x 47 1/2 35 1/2 X 51 1/2 2 2 3 42 x 26 41 X 25 3 2 3 3050 35 1/2 X 59 1/2 2 3 42 x 38 3/8 41 X 37 3/8 3 3 3060 35 1/2 X 71 1/2 2 4 42 x 50 5/8 41 x 49 5/8 3 3 3070 35 1/2 X 83 1/2 2 4 42 x 56 1/4 41 x 55 1/4 3 3 4 3424 39 1/2 X 27 1/2 3 2 42 x 63 41 X 62 3 4 3430 39 1/2 X 35 1/2 3 2 3 42 x 72 42 x 84 41 X 71 41 X 83 3 4 3438 3440 39 1/2 X 43 1/2 39 1/2 X 47 1/2 3 3 3 48 x 26 47 X 25 3 2 3 3444 39 1/2 X 51 1/2 3 3 48 x 38 3/8 47 X 37 3/8 3 3 3450 39 t/2 X 59 t/2 3 3 48 x 50 5/8 47 x 49 5/8 3 3 3460 39 1/2 X 71 1/2 3 4 48 x 56 1/4 47 x 55 1/4 3 4 3470 39 1/2 X 83 1/2 3 4 48 x 63 47 X 62 3 3 4 3824 43 1/2 X 27 1/2 3 2 2 48 x 72 48 x 84 47 x 71 47 X 83 3 4 3830 43 1/2 X 35 1/2 3 3 3 32 52 1/8 X 25 3 2 I 3838 43 1/2 x 43 1/2 X 47 1/2 3 3 33 52 1/8 x 37 3/8 3 3 38 3844 43 1/2 43 1/2 x 51 1/2 3 3 34 52 1/8 x 49 5/8 3 3 3 3850 43 1/2 X 59 1/2 3 3 34 52 1/8 X 55 3 4 3860 43 1/2 X 71 1/2 3 4 5 35 2 52 1/8 x 62 52 1/8 X 7t 3 3 4 3870 43 1/2 x 83 1/2 3 4 36 7 52 t/8 X 83 3 4 4024 47 112 X 27 1 2 3 2 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES 4030 47 1/2 X 35 1/2 3 2 3 4038 47 112 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 4 407 47 1/2 X 83 1/2 4 IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS cunt. #8 WOOD SCREWS: 14) SEE THIS SHEET FOR #8 WOOD SCREW INSTALLATION ANCHOR CHART. 15) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1" INTO THE TWO BY WOOD FRAMING. 16) SPACING OF WOOD SCREWS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS. NAILS: 17) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO THE TWO BY WOOD FRAMING (GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272. 18) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 19) SPACING OF NAILS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND 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' 2540N EW TT LANE INC A CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA B 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: N T S DWG.: FLEX0026 SHT 2 OF 2 i FCONCRETE OR - MASONRY OPENING BY OTHERS ( ONE BY WOOD 'BUCK BY OTHERS (NOTE 6 & 7) CAULK BETWEEN WINDOW FLANGE & WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) W.H. (WINDOW HEIGHT) PERIMETER CAULK BY OTHERS 0 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 a a 1-1/4' MIN. EMBEDMENT SHIM AS REQ'D 1/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME RIGID VINYL GLAZING BEAD RIGID VINYL GLAZING BEAD FLANGE TYPE WINDOW FRAME IQ PRECAST SILL BY OTHERS SECTION A -A B.H. (BUCK HEIGHT) Disclaimer. The purpose of this installation drowing is to present the manufacturers recommendations for anchorage (i.e.. concrete screws, wood screws. nags and Vulkem structural adhesive) to achieve the design pressure specified on the fenestration product as required by Florida Building Code. Section 1707.4.4, Anchorage Methods. Recommendations regarding flashing, seofing. sealants or other joint sealant practices does not constitute a warranty either expressed or implied. aGLASS (TYP.) (SEE NOTES) SECTION B-B B.W. (BUCK WIDTH) SHIM AS REQ'D. 1/4' MAX. (SEE NOTES) RIGID VINYL GLAZING BEAD FLANGE TYPE WINDOW FRAME CAULK BETWEEN WINDOW FLANGE & WOOD BUCK / PERIMETER CAULK BY OTHERS J W W W.W. (WINDOW WIDTH) 1-1/4• MIN. CONCRETE OR EMBEDMENT MASONRY OPENING BY OTHERS p INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 12) 0 ONE BY WOOD BUCK BY OTHERS (NOTE 6 & 7) CAULK BETWEEN o WOOD BUCK & MAS'Y. OPENING BY OTHERS STUCCO BY OTHERS IMPORTANT INFORMATION & GENERAL NOTES I I I 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 BCAULK 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 15 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 GENERAL' SEE NOTE 19 FOR 1110 WOOD SCREW SPACING 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4' FROM EACH CORNER AND 8" ON CENTER USE A HARDENED i-NAIL" WITH A 0.097" DIAMETER 1 AND 1 318- LENGTH (5/8" EMBEDMENT), A HARDENED -MASONRY NAIL- WITH A 0.148" DIAMETER AND 1 'h" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1 NOMIMAL (3/4 THICK) AND LESS THAN 2" NOMINAL (1 1/2- THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF A NOTE 6. 6- MAX. ( T YP.1 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 # 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 . DIAMETER. 10} WOOD SCREWS SHALL MEET ANSI 618.6.1 DIMENSIONAL REQUIREMENTS. 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & td 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. rr r.i n a a' a 00 En Z //4 D WV 1 6 2004 W a CD Q O � t< 3/16' DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTUAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 13) SEE SHEET 2 FOR TAPPER INSTALLATION ANCHOR QUANTIFIES CHART. 14) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.) OR TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR FIXED WINDOW SIZES OF 65 x 50 5/8, 65 x 56 1/4, 65 x 63, 65 x 72, 65 x 81 AND 96 x 12: a) LIMIT TO 60 PSF , OR b) INSTALL ONE ADDITIONAL FASTENER IN THE HEAD OVER CHART REQUIREMENTS. [SEE SHEET 2 FOR CONTINUATION OF NOTES REV DESCRIPTION B REVISED NOTES 3, 6, 7 AND 8. ADDED NOTE 26. ADDED NOTE 6 & 7 TO ONE BY BUCK CALL -OUT. C I ADDED DISCLAIMER. DATE I INI 12/19/03 R JA 7/29/04 IR JA it FLO JDA EXTRUDERS INTERNATIONAL, LANE CERTIFICATE. DF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: INSTALLATION DETAIL W/ ONE BY BUCK FIXED FLANGE WINDOW - SERIES 1000 & 2000 DRAWN BY -.BB APPROVED BY: RJA la_ DATE:7/29/04 SCALE: NTS DWG.: FLEX0018 SHEET 1 - 2 TAPPER INSTALLATION CHART FOR FIXED WINDOWS TIP TO TIP BUCK SIZE NUMBER ANCHORS IN HEAD NUMBER ANCHORS IN EACH JAMB 30 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF 30 PSF 70 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF 191f8x12 is 118X11 191Bx18 181/8x17 19 1 /8x26 18 1/sx25 1 1 1 1 1 1 19 1f8x32 is 1/8x31 1 t 7 1 1 1 19 1/8x38 3/8 78 1/8x37 318 191/8x4 4 181/8x43 19 1/8x50 SM 18 i/8x49 5/8 1 1 1 t 1 1 191/8x56114 181/ 8 x55114 1 1 1 1 t 1 191/8x63 181/8x62 1 1 1 t 1 1 19 M02 18 1/801 1 1 1 i 1 2 191/8x84 181/8x83 1 t 1 1 2 2 191/Bx96 181/8x95 1 1 1 2 2 2 2612x12 2512xII 1 t t 1 1 1 2612x18 25/2xi7 1 t 7 1 1 1 2612x26 2512x25 1 1 1 1 1 1 2612x32 2512x31 i 1 1 1 1 1 26 1/2x38 318 25 12x37 318 t 1 1 t / 1 2612x44 2512x43 1 1 1 1 1 1 26 1260 5/8 25 12x49 518 1 , 1 1 1 2 26 12x56 114 25 //2x55 114 1 t 1 1 2 2 2612x63 2512x62 1 1 1 1 2 2 2612x72 2512x71 t 1 1 2 2 2 2612x84 2512x83 1 1 1 2 2 2 2612x96 2512x95 1 1 1 2 2 3 3202 31xII 1 32x18 31x17 1 t 1 1 1 I 32x26 31x25 1 t 1 1 1 1 32x32 3101 1 1 1 t 1 t 32x38 3/8 31x37 3/8 1 32x44 31x43 1 i 1 1 1 2 32x50 5/8 3lx49 5/8 1 1 1 1 2 2 32x56114 3lx55114 1 1 t 1 2 1 2 32x63 31x62 1 1 1 2 2 2 32x72 31x71 1 1 1 2 2 2 32x84 31x83 1 1 1 2 2 3 32x96 31x95 1 1 1 2 3 3 37x12 36x11 1 t 1 1 1 1 37x18 36x17 1 1 1 1 1 1 37x26 36x25 1 1 1 1 1 1 3702 36x31 1 I 1 1 1 1 37x38 318 36x37 3/8 1 1 1 1 1 1 37x44 36x43 1 1 1 1 1 2 37x50 5/8 36x49 5/8 1 1 1 1 2 2 37x56 114 36x55 114 1 1 1 2 2 2 37x63 36x62 1 1 t 2 2 2 37x72 36x71 1 1 1 2 2 3 37x84 36x83 1 1 1 2 3 1 3 37x96 36x95 1 1 1 2 3 3 44x12 43x11 I t 1 1 1 1 44xt8 43x17 I I I I 1 1 44x26 43x25 1 1 1 i 1 t 44x32 43x31 1 1 1 1 1 1 44x38 3/8 43x37 3/8 1 1 1 1 1 2 44x44 43x43 1 1 1 1 2 2 44x50 5/8 43x49 5/8 1 , 1 2 2 2 44x56114 43x55114 1 t 1 2 2 2 44x63 43x62 1 1 1 2 2 3 44x72 43x71 1 1 t 1 2 3 3 44x84 43x83 1 1 1 2 1 3 1 3 a4x96 43x95 1 1 1 3 1 3 1 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 TIP BUCK SIZE NUMBER ANCHORS IN HEAD NUMBER ANCHORS IN EACH JAMB 30 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF 30 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF 30 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF 30 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF 53If8x12 521/8x11 1 1 1 1 1 1 108xt2 107xII 1 1 2 1 I t 537/8x18 521/8xl7 1 1 1 1 I 1 I 108x18 107x17 2 2 2 1 1 1 53 1/8x26 52 1/8x25 1 2 2 1 1 1 108x26 107x25 2 3 3 t 2 2 531/8x32 521/8x31 1 2 2 1 1 1 108x32 107x31 3 3 4 2 2 2 53 1/808 318 52 1/8x37 3/8 1 2 2 1 2 2 108x38 3/8 107x37 3/8 3 4 4 2 2 2 531/8x44 521/8x43 1 2 2 / 2 2 120x12 11 9x 11 1 2 2 1 1 1 531/8x50 518 52 Mx49 98 1 2 2 2 2 2 / 20x 18 119x 17 2 2 2 1 1 1 53 N8x56 114 52 USx551/4 1 2 2 2 2 3 120x26 119x25 2 3 3 1 2 2 531/8x63 52118x62 1 3 2 2 2 3 3 120x32 119x31 3 4 4 2 2 2 53 1/8x72 52 1/8x71 1 2 2 2 3 3 120x38 3/8 119.37 3/8 3 4 5 2 1 2 1 3 531/Sx84 521/8x83 1 2 2 3 3 4 IMPORTANT INFORMATION &GENERAL NOTES (cont.) 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 01 WOOD BUCK SHALL BE PLACED 6" FROM EACH CORNER OF THE HEAD AND JAMBS. 16) THE REQUIRED NUMBER OF TAPPER INSTALLATION ANCHORS (SEE CHART) SHALL BE SPACED EVENLY (+/- BETWEEN THE #8 WOOD SCREW CORNER FASTENERS. 17) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER ANCHOR INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK): 18) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE # It SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOC 19) #10 WOOD SCREW INSTALLATION ANCHORS SHALL BE SPACED AS FOLLOWS (SEE ELEVATION VIEW ON SH a) SERIES 1000 & 2000 - HEAD: i) 30 TO 4S psf: 6' MAX FROM CORNER & 18" O.C. MAX. i) 46 TO 60 psf: 6' MAX FROM CORNER & 14" O.C. MAX. Hi) 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 & IS' O.C. MAX. i) 46 TO 60 psf: 6" MAX FROM CORNER & 12' O.C. MAX. ii) 61 TO 70 psf: 6" MAX FROM CORNER & 10" O.C. MAX. c) SERIES 2000 - IAMBS: i) 30 TO 45 psf: 6" MAX FROM CORNER & 20' O.C. MAX. i) 46 TO 60 psf: 6" MAX FROM CORNER & 15' O.C. MAX. iii) 61 TO 70 psf: 6' MAX FROM CORNER & 14" O.C. MAX. 20) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. 21) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR # 10 WOOD SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. DESIGN PRESSURE RATING & FBC REQUIREMENTS 22) IF EXACT WINDOW SIZE IS NOT LISTED IN TAPPER ANCHOR CHART FOR NON-STRUCTURAL BUCK INSTALLA USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 23) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR WINDOW SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 24) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. 53 1f8x96 52 1/8x95 1 2 2 3 4 5 64x12 6301 1 1 1 1 1 1 64x18 6307 1 1 2 i 1 t 1 64x26 63x25 1 2 2 1 1 1 6402 63x31 2 2 2 1 1 1 6408 3/8 6307 3/8 2 2 2 1 2 2 64x40 63x4 2 2 2 2 2 2 sax5o sre 63x<95/B 2 2 2 2 z 3 64x56 1/4 63x55 114 2 2 2 2 3 3 64x63 63x62 2 2 2 2 3 3 6402 63x71 2 2 2 3 3 4 64x81 63x80 2 2 2 3 4 1 4 72x72 77x7i 2 3 3 3 4 a 7402 73xI I 1 I I I 1 1 7408 7307 1 2 2 1 1 1 74x26 73x25 2 2 2 1 1 1 74x32 7301 2 2 3 1 1 2 7408 318 73x37 318 2 3 3 1 2 2 74x44 73x43 2 3 3 2 2 2 1 74x50 5/8 73x49 5/8 2 3 3 2 2 3 74x56 114 73x55114 2 3 3 2 3 3 74x63 73x62 2 3 3 2 3 4 84x12 83xT1 1 I 1 1 I I 84xl8 8307 1 2 2 1 1 1 84x26 83x25 2 2 2 1 1 1 84x32 81C31 2 3 3 1 2 2 84x38 3l8 83x37 3/8 2 3 3 t 2 2 84x44 83x43 3 3 4 2 2 2 84.50 5M 83.49 5M 3 3 4 2 2 3 84x56114 83x55114 3 3 4 2 3 3 96x12 95x11 1 7 1 1 1 1 96x18 9507 1 2 2 1 1 1 96x26 95x25 2 2 3 1 1 1 2 96x32 95x31 2 3 3 1 2 2 96x38 3M 95x37 3/8 3 3 4 2 2 2 96x44 95x43 3 4 4 2 2 2 96x50 5B 95x49 518 3 4 5 2 3 3 IE BY 2") WOOD D BUCK. :ET 1): FION, FHE ZD1%_VMrL1LJ YYI I"%-rwriLn A JLI.IAmv.� 1/v/.7.�.1 rvn rvxU wnu..J nL\2V 1nL1-rLn J rv.V !'v/.�.�.t vn MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES, MARCH 1, 2002. 26) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD AND/OR IAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAILS. WN 011 C FLORIDA EXTRUDERS'2540 JEWE17 LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: INSTALLATION DETAIL W/ ONE BY BUCK FIXED FLANGE WINDOW - SERIES 1000 & 2000 DRAWN BY: BB APPROVED BY: RJA DATE:7/29/04 ISCALE: NTS DWG.: FLEX0018 SHEET 2 OF 2 SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN & SHEATHING INSTALLATION ANCHOR a8 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 1' MIN. WINDOW WIDTH SHIM AS REQ'O EMBEDMENT OISCI4Ifilef: itne purpose of this installation drawing is to present 1/4" MAX. (SEE NOTES) (WOOD SCREW) the monufacture�s recommendations for anchorage (i.e., wood WOOD FRAMING screws and noitsl to achieve the design pressure specified on the BY OTHERS 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 wofronty either expressed or implied. AD "-- GLAZIr (SEE NOTES) SHIM AS REQ'D. (SEE NOTES) 1/4' MAX. SHIM SPACE BUCK I HEIGHT WINDOW I HEIGHT FIN TYPE WINDOW FRAME FIN TYPE WINDOW FRAME GLAZING (SEE NOTES) EXTERIOR ELEVATION VIEWED FROM EXTERIOR HEAD. SILL & JAMB ANCHOR SPACING PERIMETER CAULK BY OTHERS ANCHOR SPACING (SEE BELOW) f 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 EQUALLY SPACE 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD ANCHORS (TYP.) BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". tAPPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED B EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME FULL BEARING BETWEEN THE SHIM 6' MAX. (TYP.) 1 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 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. S) 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] N Yl REV DESCRIPTION DATE INI INTERNATIONAL, INC. Loo FLORIDA EXTRUDERS 2540 JEWETT LANE CAULK BETWEEN 1'MIN. Z C REVISED NOTE 7. 12/l0/03 RJA CERTIFICATE OF AUTHORIZATION NO. 923s SANFORD FLORIDA WINDOW FIN 0 W REVISED NOTE 8 AND & SHEATHING EMBEDMENT 2 Z DEC 1 6 �GO� TITLE TO REFLECT NAIL (WOOD SCREW) a� 1. ALTERNATE TITLE: INSTALLATION DETAIL W/48 WOOD SCREW OR NAILS SHEATHING BY OTHERS a D ADDED DISCLAIMER. 7/29/04 RJA FIXED FIN WINDOW — SERIES 1000/2000 SECTION A —A o DRAWN BY: BB APPROVED BY: RJA 0 - DATE:7/29/04 SCALE:N. T. S. DWG.:FLEX0030 SHEET I OF IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 7) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 8) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 9) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 10) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS -'1/8" DIA. PILOT HOLE. b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 12) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 13) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 14) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. #8 WOOD SCREWS: 15) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 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 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 AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING THE FOLLOWING: - 46 PSF TO 70 PSF D.P., 7" O.C. SPACING FOR HEAD, SILL & JAMBS. - TO 45 PSF D.P., 10" O.C. SPACING FOR HEAD, SILL & JAMBS. DESIGN PRESSURE RATING & FBC REQUIREMENTS 20) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF WITH ANCHOR SPACINGS SHOWN FOR THE FOLLOWING WINDOW SIZES: a) TO 52 1/8" x 95 b) TO 63" x 80" c) 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, 2540"JEWETT INC LANE A CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA B TITLE: INSTALLATION DETAIL W/#8 WOOD SCREW OR NAILS C FIXED FIN WINDOW - SERIES 1000/2000 IDRAWN BY: RJA APPROVED BY: RJA DATE:7/29/04 SCALE: N. T. S. DWG.:FLEX0030 SHEET 2 OF 2 SHEATHING BY OTHERS STUCCO —) OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'Q'D (SEE NOTES) -CAULK BETWEEN DOOR FLANGE & SHEATHING CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2). SLIDING GLASS DOOR FRAME SILL 1/4' MAX SHIM SPACE D n a D n INSTALLATION ANCHOR 48 WOOD SCREW W/PLASTIC ANCHOR (TYP. WHERE TAPPERS ARE NOT REO'D. SEE NOTE 20) J LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE NOTE 2). SHIM AS REQUIRED (SEE NOTE 1). INSTALLATION ANCHOR #8 WOOD SCREW (NOTE 21) TWO BY WOOD BY OTHERS (NOTE 6) 1-1/8' MIN. EMBEDMENT SLIDING GLAS DOOR FRAME HEAD TEMPERED GLASS (TYP.) CAULKING REQUIRED — (SEE NOTE 2) �— DOOR WIDTH SLIDING GLASS DOOR FRAME _\ JAMB 1/4' MAX. SHIM SPACE DOOR HEIGHT J t ` 1/2a EMBEDMENT d o 1-1/4' MIN. d D I I L INSTALLATION ANCHOR W 3/16' DIA. TAPPER a (NOTE 15) V) oz oN CONCRETE OR MASONRY OPENING J BY OTHERS � W a SECTION A -A �t' TEMPERED GLASS (TYP.) PERIMETER CAULK BY OTHERS SECTION -B-B 1/4' MAX. SHIM SPACE 1-1/8 MIN. EMBEDMENT TWO BY WOOD BY OTHERS (NOTE 6) SHIM AS REQ'D. (SEE NOTES) TWO BY WOOD BY OTHERS (NOTE 6) INSTALLATION ANCHOR 98 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 #8 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 CAULK BETWEEN HOOK STRIP & WOOD BUCK ! !/8' MIN. E BEDMENT (TYP.) 1 3/4' MAX. TEMPERED GLASS (TYPJ . SHEATHING BY OTHERS SLIDING GLASS DOOR INTERLOCK HEIEIK STRIP DETAIL Disclaimer: The purpose of this installation drawing is to present the manufacturer's recommendations for anchorage (i.e.. concrete screws and wood screws) to achieve the design pressure specified on the C fenestration product as required by Florida Building Code. Section 1707.4.4. Anchorage Methods. Recommendations regarding 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) ` DEC 1 6 1 REV DESCRIPTION DATE INI INTERNATIONAL, INC. FLORWA EXTRUDERS 2540 JEWETT LANE CERTIFICATE OF AUTHORtZATION NO. 9235 SANF'ORD FLORIDA B 4 REW,EO MOTES r. 2. 3. 6. t,. m. zs t 30 AND ADDED AND; REVKEO RELATED REFERENCES 2/DR ELATE�tgKS.•ODEOrarE NO lttJ51TO TO 5. RE k^A RELATED REND9 AND NOTES 0 TO ,D E 21 '°2'"O°` rAOFIAKAS O° THESE MOTES. RCvKED tMV(R$ FOR 9oxx 3-F'^NEt DOORS. 12/18/03 RJA TITLE: SLIDING GLASS DOOR S00 1000 & 2000 FRAME INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY: RJA _ •�� C nooEo asct,•,MER. 7/29/04 RJA ATE: 7129104 SCALE: NTS DWG #: FLEX0027 SHi I OF 2 - S ANCHOR INSTALLATION CHART Nominal Door Size and Configuration Door Size REQUIRED QUANTITIES OF ANCHORS HEAD (#8 WS) SILL (TAPPER) JAMBS 1#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 M OX XO 120 x 80 12 12 12 6 6 7 (D1) 8 8 5080 XX, OX, XO 60 x 96 6 6 6 3 3 3 10 10 6080 XX, OX, XO 72 x 96 8 8 8 1 4 4 4 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 (D1) 10 10 50100 XX, OX, XO 60 x 120 6 6 6 3 3 3 12 12 60100 XX, OX, XO 72 x 120 8 8 8 4 4 4 12 12 80100 XX OX XO 96 x 120 10 10 10 5 5 6 12 12 9068 OXO 109 1/8 x 80 12 12 12 6 6 6 8 8 12068 OXO 145 118 x 80 14 14 14 7 7 9 D2 8 8 15068 OXO 181 1/8 x 80 16 16 16 8 10 (02) 11 (03) 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 18 8 11 13 10 10 90100 OXO 109 1/8 x 120 12 12 12 6 6 6 12 12 120100 OXO 145 1/8 x 120 14 14 14 7 9 (02) 10 (D3) 12 12 9068 XXX 106 5/8 x 80 12 12 12 6 1 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) 11 (03) 8 8 9080 XXX 106 518 x 96 12 12 12 6 6 6 10 10 12080 XXX 142 518 x 96 14 14 14 7 8 D1 9 D2 10 10 15080 XXX 178 5/8 x 96 16 16 17 8 11 (03) 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 01 8 8 12068 OXXO 143 5/8 x 80 14 14 14 7 7 8 01 8 8 16068 OXXO 191 5/8 x 80 18 18 18 9 10 (D1) 12 (D3) 8 8 10080 OXXO 119 5/8 x 96 12 12 12 6 6 7 D1 10 10 12080 OXXO 143 5/8 x 96 14 14 14 7 8 01 9 (02) 10 10 16080 OXXO 191 5/8 x 96 18 18 19 9 12 (D3) 14 (D5) 10 10 100100 OXXO 119 5/8 x 120 12 12 12 6 6 7 (D1) 12 12 120100 OXXO 143 518 x 120 14 14 14 7 9 (02) 10 133 12 12 160100 OXXO 191 5%8 x 120 18 19 22 IO (D1) 13 (04) 16 (07) 12 12 10068 XXXX 117 114 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 1 16 9(DI) 10 (02) 12 (04) 8 8 10080 XXXX 117 114 x 96 12 12 12 6 6 7 01 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 (04) 13 (D5) 10 10 100100 XXXX 117 1/4 x 120 12 12 12 6 1 6 7 01 12 12 120100 XXXX 141 1/4 x 120 1 14 14 14 1 7 1 8 (DI) 10 03 12 12 160100 XXXX 1 189 1/4 x 120 16 18 21 1 10 (02) 1 13 (05) 1 15 (07) 1 12 12 ANCHOR INSTALLATION CHART NOTES: 1) IN SOME CASES TAPPERS ARE REQ'D. IN BOTH FACTORY APPLIED INSTALLATION HOLES. "01" THROUGH "D7" DESIGNATES IN WHICH SIZE & CONFIGUREATIONS TWO TAPPERS ARE REQ'D. 2) "D1" MEANS, INSTALL TWO TAPPERS IN ONE SET OF INSTALLATION HOLES. 3) "132" MEANS, INSTALL TWO TAPPERS IN TWO SETS OF INSTALLATION HOLES. 4) "D3" MEANS, INSTALL TWO TAPPERS IN THREE SETS OF INSTALLATION HOLES. 5) "D4" MEANS. INSTALL TWO TAPPERS IN FOUR SETS OF INSTALLATION HOLES. 6) "D5" MEANS. INSTALL TWO TAPPERS IN FIVE SETS OF INSTALLATION HOLES. 7) "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. & 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 (coat.) GENERAL INSTALLATION INSTRUCTIONS (cont.) 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SLIDING GLASS DOORS. 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. 9) NOT ALL CONFIGURATIONS LISTED ON THE ANCHOR CHART ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS "A -A", "B-B" & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 10) FOR POCKET DOOR SIZES, USE CLOSEST BYPASS DOOR SIZE AND CONFIGURATION TO FINISHED OPENING. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 11) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 12) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 13) WOOD SCREWS SHALL MEET ANSI 818.6.1 DIMENSIONAL REQUIREMENTS. 14) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & # 10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 3/ 16" DIA. TAPPER CONCRETE SCREW (SILL): 15) WHERE DOOR IS INSTALLED ON A MASONRY OR CONCRETE SILL, USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE_ 16) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR TAPPER REQUIREMENTS. 17) INSTALL ONE TAPPER IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR INSTALLATION CHART. 18) ALTERNATE TAPPER INSTALLATION ANCHORS FRONT TO BACK IN SILL FRAME MEMBERS. 19) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. 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 STRUCTUAL TWO BY WOOD BUCK, USE #8 WOOD SCREWS (ANSI 818.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-1/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK RECEIVING THE POINT. 22) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR #8 WOOD SCREW REQUIREMENTS IN HEAD, JAMBS AND HOOK STRIP. 23) WOOD SCREWS SHALL NOT BE USED TO FASTEN HEAD, JAMBS OR HOOK STRIP INTO THE END GRAIN OF WOOD. 24) WOOD SCREW WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS FOR THE POCKET DOOR HOOK STRIP ONLY ARE BASED ON A SPECIFIC GRAVITY OF 0.55 FOR SOUTHERN PINE. 25) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR #8 WOOD SCREW (1 1/8" MIN. EMS.) INSTALLATION SHALL BE ANCHORED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. DESIGN PRESSURE RATING & FBC REQUIREMENTS 26) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR INSTALLATION CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 2NG7) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE DOOR SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE_ 28) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 29) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 30) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. EINTERNATIONAL, Sw TLAN CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA B TITLE. SLIDING GLASS DOOR 500, 1000 & 2000 C FRAME INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY: RJA DATE:7/29/04 SCALE:NTS DWG #:FLEX0027 SHEET 2 OF 2 INSTALLATION ANCHOR CAULK BETWEEN 3/16' DIA. TAPPER WOOD BUCK & (NOTE 17) HAS-Y. OPENING CONCRETE OR BY OTHERS MASONRY OPENING BY OTHERS CAULK BETWEEN DOOR FLANGE SHIM AS & WOOD BUCK REQ'D (SEE PERIMETER NOTES) CAULK BY � o v OTHERS o STUCCO _ BY OTHERS INSTALLATION ANCHOR 118 SCREW WOOD (TYP. WHERE TAPPERS ARE NOT REQ'D. - NOTE 22) SECTION A -A CAULKING AT FASTENER HOLES REOUIRED _ (SEE NOTE 2). SLIDING GLASS DOOR FRAME SILL 1/4- MAX SHIM SPACE 0 16 a INSTALLATION ANCHOR a8 WOOD SCREE/ V/PLASTIC ANCHOR (TYP. WHERE TAPPERS ARE NOT REO'D, SEE NOTE 22) LIBERALLY APPLY - CAULKING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE NOTE 2). SHIM AS REOUIRED (SEE NOTE 1) 7 INSTALLATION ANCHOR t18 WOOD SCREW (TYP. WHERE TAPPERS ARE NOT ONE BY WOOD REQ'D. - NOTE 22) BUCK BY OTHERS (NOTE Il & 12) SLIDING GLASS DOOR FRAME 1 1/4' MIN. JAMB EMBE DMENT 1/4' MAX. SHIM SPACE =45 SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) CAULKING REQUIRED — (SEE NOTE 2). 1/2',6 II d n DOOR HEIGHT a EMBEDMEN T 1-1/4' MIN. INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 17) CONCRETE OR MASONRY OPENING BY OTHERS i 1/4' MIN. f EMBEDMENT o ONE BY WOOD BUCK BY OTHERS (NOTE It & l2) 1/4' MAX. SHIM SPACE CAULK BETWEEN Q WOOD BUCK & MAS'Y. OPENING BY OTHERS SHIM AS REQ'D. (SEE NOTES) 2X4, 2X6, OR 2X8 WOOD BY OTHERS (NOTE 6) INSTALLATION ANCHOR 48 WOOD SCREW (TYP.) (NOTE 23) (ANCHORS SHOWN IN SAME PLANE FOR CLARITY ONLY. HOOK STRIP ANCHOR HOLES SPACED 2" APART ON OPPOSITE FLANGES) SLIDING GLASS DOOR HOOK STRIP CONCRETE OR MASONRY OPENING A65WOOD BY OTHERS a CAULK BETWEEN HOOK STRIP & BUCK 1 1/8' MIN EMBE DMEN T (TYP.) a a a a 3/4' MAX. CAULK BE T WEEN - TEMPERED GLASS DOOR FLANGE (TYP.) & WOOD BUCK TEMPERED GLASS (TYP.) PERIMETER a STUCCO CAULK BY CONCRETE OR H Q O K BY OTHERS OTHERS MASONRY OPENING BY OTHERS STRIP DETAIL SLIDING GLASS DOOR �— S.G.D. WIDTH STUCCO INTERLOCK BY OTHERS Disclaimer: The purpose of this installation drawing is to present the manufoctvrer'srecommendallons for (` r j� anchorage (i.e.. concrete screws. wood screws and nits) to achieve the design pressure specified on the SECTION T� — Lfenestration product as required by Florida Building Code. Section 1707.4.4. Anchorage methods. j3 Ac Recommendations regarding flashing. sealing. sealants or other joint sealant practices does not constitute o worronty either expressed of impied. IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. 4 INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 17) M EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 8, 9 & 10) GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS RE(TD. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & IAMBS. LIBERALLY APPLY S[LICONIZED 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 TAINT SEAM SEALER. 5) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) TWO BY W000 BUCK AND/OR FRAMING AT THE HOOKS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORO'S DETAILS. 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SERIES SLIDING GLASS DOORS. 8) WHERE " X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. '_ [SEE SHEET FOR CONTINUATION OF NOTES) Wn 01 REV DESCRIPTION DATE INI 1 REvTSED ROTES z. 3. 6. 12. 12/I8/03 R Ji N Z r B 13. 16. 22, 23 h 31 AND AMD N,iO/OR REWSEO RELATED a O N REFERET+CfS AND/OR tLU$TRAIIOn$ i Z RENuuOERE0 ROTES 6 TO 10 AND Q W RE'11AO R(rERENCES TO TRESS . U NOIES REHSEO TAPPERS FOR 9OXX 6 2004 3-T""k DOORS. tl Ma / --- -- -- ----- o g C RODEO OISCLAI-ER 7/29/04rRJ 0 INTERNATIONAL. INC FLORIDA EXTRUDERS 2540 JE,WETTnLANF CERTIFICATE ,:OF AUTHORIZATION NO. 9235 _ SANFORDf_. FLOFZ11)A_ TITLE SLIDING GLASS UUUK -)UU, IUUV a cu" MASONRY INSTALLATION WITH NON- STRUC:IURAI_ --- BUCK AND TAPPERS DRAWN BYAB APPROVED BY RJf� DATE:7/29/04 SCALE:NfS DWG N:FLLX0021 SIIf_[- ANCHOR INSTALLATION CHART 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 48 x 80 60 x BO 3 3 3 3 3 3 4 4 4 4 4 4 8 8 8 4068 XX, OX, XO 5068 XX, OX. XO 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 10068 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 10 10080 XX OX XO 120 x 96 6 6 7 (O1) 12601DO 50100 XX, OX, XO 60 x 120 3 3 3 1280100 XX, OX XO 72x 120 4 4 4 6 ) 122 XX OX XO 96 x 120 5 5 fl6a 8 9068 OXO 109 1/8 x 8D 6 6 6 4 12068 OXO 145 1/8 x 80 7 7 9 D2 4 8 8 15068 OXO 181 1/8 x 80 8 10 (D2) 11 (D3) 4 9080 OXO 109 1/8 x 96 6 6 6 5 5 10 10 12080 OXO 145 1/8 x 96 7 8 D1 9 D2 5 5 5 10 15080 OXO 181 1/8 x 96 8 1 11 13 5 7 131 12 90100 OXO 120100 OXO 109 1/8 x 120 145 1/8 x 120 6 7 6 9 (D2) 6 10 (D3) 6 6 7 (DI) 12 9068 XXX 106 518 x 80 6 6 6 4 4 8 B 12068 XXX 142 5/8 x 80 7 7 8 D1 4 4 4 8 15068 XXX 178 5/8 x 80 8 10 (132) 11 (D3) 4 9080 XXX 106 5/8 x 96 6 6 6 5 5 5 10 10 12080 XXX 142 518 x 96 7 8 (DI) 9 D2 5 5 10 15080 XXX 178 5/8 x 96 8 11 (D3) 13 5 12 90100 XXX 106 5/8 x 120 6 6 6 6 7 7 12 120100 XXX 142 518 x 120 7 9 (D2) 10 (133) 6 10068 OXXO 119 5/8 x 80 6 6 7 131 4 4 8 8 12068 OXXO 143 5/8 x 80 7 7 8 D1 4 4 8 16068 OXXO 191 5/8 x 80 9 10 (D1) 12 (133) 4 4 10080 OXXO 119 5/8 x 96 6 1 6 7 137 5 5 10 12080 OXXO 143 5/8 x 96 7 1 8 (D1) 9 D2 5 5 10 10 16080 OXXO 191 518 x 96 9 1 12 (D3) 14 (D5) 5 5 1001000XXO 119 518 x 120 6 1 6 7 D1 6 7 131 12 120100 OXXO 143 518 x 120 7 1 9 132 10 133) 6 7 D1 12 12 160100 OXXO 191 5/8 x 120 10 (D1) 13 (D4) 16 (D7) 6 7 (D1) 10068 )(XXX 117 114 x 80 6 6 6 4 4 8 12068 XXXX 141 114 x 80 7 7 8 D1 4 4 8 8 16068 XXXX 189 1/4 x 80 9 (D1) 10 (132) 12 (D4) 4 4 10080 XXXX 117 1/4 x 96 6 6 7 (D1) 5 5 10 12080 XXXX 141 1/4 x 96 7 8 D1 9 2 5 5 5 10 10 16080 XXXX 189 1/4 x 96 9 (01) 12 (D4) 13 (D5) 5 100100 XXXX 117 1/4 x 120 6 6 7 D1 6 7 D1) 12 120100 XXXX 141 1/4 x 120 7 8 D 1 10 D3 6 7 D 1 12 160100 XXXX 189 1/4 x 120 10 (132) 13 (D5) 15 (D7) 6 1 7(DI) 12 ANCHOR INSTALLATION CHART NOTES: 1) IN SOME CASES TAPPERS ARE REO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLES. "D1" THROUGH "137" DESIGNATES IN WHICH SIZE & CONFIGUREATIONS TWO TAPPERS ARE REO'D. 2) "D1" MEANS. INSTALL TWO TAPPERS IN ONE SET OF INSTALLATION HOLES. 3) "D2" MEANS, INSTALL TWO TAPPERS IN TWO SETS OF INSTALLATION HOLES. 4) "D3" MEANS. INSTALL TWO TAPPERS IN THREE SETS OF INSTALLATION HOLES 5) "134" MEANS, INSTALL TWO TAPPERS IN FOUR SETS OF INSTALLATION HOLES 6) "D5" MEANS. INSTALL TWO TAPPERS IN FIVE SETS OF INSTALLATION HOLES 7)'136" MEANS. INSTALL TWO TAPPERS IN SIX SETS OF INSTALLATION HOLES. 8) "07" MEANS, INSTALL TWO TAPPERS IN SEVEN SETS OF INSTALLATION HOLES 9) LOCATION OF ADDITIONAL TAPPERS IN HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD & SILL. B SECONDLY. AT EACH END OF HEAD & SILL NEAR JAMB CORNER, IF NEEDED C LOCATIONS IN HEAD & SILL OTHER THAN AS LISTED IN A & 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. IMPORTANT INFORMATION & GENERAL NOTES (cont.) 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" & HOOK I kF' OF: ]AR APPLY 1-0 INSTALLATION OF ALL APPROVED CONFIGURATIONS. 10) FOR POCKET DOOR SIZES, USE CLOSEST BYPASS DOOR SIZE AND CONFIGURATION TO FINISHED OPENING. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 11) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" 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. 12) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO UMFT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 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 rl1E 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. IS) 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 C OrISI RUCTION) 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 WFTH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 11) 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 SUBSTITUTED wlrl l THE FOLLOWING LIMITATIONS FOR THE 120" HEIGHT SLIDING GLASS DOORS: a) INSTALL ONE ADDITIONAL FASTENER IN EACH JAMB OVER CHART REQUIREMENTS. 22) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES IN THE HEAD AND JAMB NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES IN THE SILL NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH "BANTAM PLUG" OR "FLUTED" PLASTIC ANCHORS MANUFACTURED BY POWERS FASTENING INC. (OR EQUIVALENT) AND A8 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 6 I) OF SUFFICIENT LENGTH TO ACHIEVE 1-1/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK RECEMNG 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 0.5S 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 NEXT LARGER SIZE, FOI THE APPROPRIATE DESIGN PRESSURE REQ'D- 28) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE DOOR SIZES SHOWN IN THE CHART. DESICIN PRESSURES (D.P ) SHOWN ARE POSITIVE AND NEGATIVE. 29) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 30) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 31) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 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'2',I4o"�Ewj r1"LANI B CERTIFICATE OF AUTHORIZATION NO 9235 SAN['(�IZ�� 1'-��Z�� TITLE SLIDING GLASS DOOR 500, 1000 & P000 C MASONRY INSTALLATION WITH MIN 1f�l)( Ilf:/11 ---- BUCK AND TAPPERS DRAWN BY: BB APPROVED 13Y I. _ " DATE: 7/29/04 SCALE: NTS DWG y: FLEX0V 1 SI-ICE- 1 2 of � CONCRETE OR CAULK BETWEEN WOOD INSTALLATION ANCHOR MASONRY OPENING BUCK & MAS'Y. jOPENI�NGO3/16' DIA. TAPPER mDisclaimer: The purpose of thisinstapotiondrawingistopresenttherrtonulacturerMASONRY OPENING BUCK & MAS'Y. 3/16' Ds BY OTHERS BY OTHERS (NOTE IA recommendations for anchorage (i.e.. concrete screws, wood screws, noils and vukestructural adhesive) to achieve the design pressure specified on the fenestration product as required by ONE BY WOOD AD Florida Building Code. Section 1707.4.4. Anchorage Methods. Recommendations regarding BUCK BY OTHERS I flashing, sealing. sealants or other joint sealant practices does not constitute a worranty either (NOTE 6 & 7) p 1-1/4' MIN. expressed or implied. EMBEDMENT CAULK BETWEEN WINDOW FLANGE ° _ IMPORTANT INFORMATION & GENERAL NOTES & WOOD BUCK ' These notes are provided to ensure proper installation of Florida Extruders 1/4' SHIM Milestone products and must be followed fully. SPACE MAX. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. STUCCO MAX. ALLOWABLE SHIM STACK TO BE 1/4". BY OTHERS 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 PERIMETER SHIM AS 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. GLAZING BEAD SPACE MAX. EMBEDMENT FLANGE TYPE PERIMETER (TYP.) WINDOW FRAME SHIM AS REQ'D. CAULK FLANGE TYPE JAMB (SEE NOTES) � BY OTHERS WINDOW FRAME INSTALLATION ANCHOR SILL 3/16' DIA. TAPPER (NOTE 12) RIGID VINYL — a GLAZING BEZAD — GLASS (TYP.) (SEE NOTES) CAULK BETWEEN a WINDOW FLANGE Q & PRECAST SILL W/VVE EM 116 CAULK ADHESIVE CK PRECAST SILL SECTION A —A 'f OR APPROVED EQL. BY OTHERS W.W. A — A B C -1 D E ,d.H. G I ELEVATION VIEWED FROM EXTERIOR 0 0 CAULK BETWEEN WINDOW FLANGE & WOOD BUCK PERIMETER CAULK STUCCO BY OTHERS BY OTHERS W.W. (WINDOW WIDTH) 11 '�,-FC'TIC)N W n a01 V 06 (A Z 2 W O " Q W EC 1 6 2004 w a m O Cr [mammal 0 CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING BY OTHERS REV DESCRIPTION C REVISED NOTE 3. 6. 7 AND 8. ADDEO NOTE 23. ADDED NOTE 6 & 7 TO ONE BY BUCK CALL -OUT, D I ADDED DISCLAIMER. DATE I INI 12/ 19/031R JA 7/29/04 IR JA ANCHOR INSTALLATION INSTRUCTIONS (CONT) GENERAL: 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6. 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS'i 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) INTERNATIONAL, INC iRIDA EXTRUDERS 2540 JEWETT LANE TE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA TITLE: INSTALLATION DETAIL W/ TAPPERS HORZ. SLIDING FLANGE WINDOW - SERIES 1000 DRAWN BY:BB I APPROVED BY:RJA DATE:7/29/04 (SCALE: NTS IDWG.: FLEX0020 SHEET I OF 2 TAPPER LOCATION CHART CALL TIP TO LOCATIONS IN HEAD LOCATIONS IN JAMB 30vsr To 35vsr 3fivsr To 55Psr 56vsr To 70Psr 30vsr To 35vsr 36Psr To 55vsr 56rsr To 70Psr TIP SIZE I H2 26 1/2 X 26 C C C C 1H3 26 1/2 X 38 3/8 26 1/2 X 50 5/8 C C C C C G.H G,H G,H,I,J IH4 IH45 26 1/2 X 56 1/4 C C C G,H G,H G,H,I,J 26 1/2 X 63 C C C G,H G,H,I,J G,H,I,J 1H5 26 1/2 X 72 C C C G,H G,H,I,J G,H,I,J 1H6 22 37 X 26 I,J I,J I,J 23 37 X 38 3/8 C C C C C C I,J G,H I,J G>H,I,J I,J G,H,I,J 24 245 37 X 50 5/8 37 X 56 1/4 C C C G,H G,H,I,J G,H,I,J 25 37 X 63 C C C G,H G,H,I,J G,H,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/a x 38 3/8 C B,C B.0 I,J I,J 1'J E,F,I,J 34 53 1/8 X 50 5/8 C B.0 B.0 G,H G,H,I,J G,H,1,J 345 53 1/8 X 56 1/4 C B,C B,C G,H,I,J G,H,I,J E,F,G,H,I,J 35 53 1/8 X 63 C B.0 B,C G,H,I,J G,H,I,J E,F,G,H,I,J 36 53 1/8 X 72 C B,C B.0 G,H,I,J E,F,G,H,I,J E,F,G,H,1,J D22 D23 4 X 74 X 38 3/8 B,C B,C A,B,C,D I.J I,J I,J E,F,I,J I,J E,F,I,J D24 74 X 50 5/8 B,C B.C' A,B,C,D G,H,I,J G,H,I,J E,F,G,H,I,J D245 74 X 56 1/4 B,C B.C* A.B.C.D G,H,I.J E,F,G,H.1,J E,F,G,H,I,J D25 74 X 63 B,C B.C* A,B.C.D G,H,I,J E,F,G,H,I,J E,F,G,H,F,J 026 74 X 72 B,C 8,C• A,B,C,D G,H,I.J E,F,G,H,I,J E,F,G,H,I,J 20M20M 24 X 24 C C C C I.J I,J I,J I,J I,J I,J 20M30M 24 X 36 C C C C G,H G,H G,H 20M40M 24 X 48 C C C G.H G,H G,H,I,J 20M46M 20M50M 24 X 54 24 X 60 C C C G,H G,H G,H,I,J 20M60M 24 X 72 C C C G,H G,H,I,J G H I J 30M20M 36 X 24 C C C C I,J I,J I,J I,J I,J I,J 30M30M 30M40M 36 X 36 36 X 48 C C C C G.H G,H,I,J G,H,I,J 30M46M 36 X 54 C C C G,H G,H,I,J G,H,I,J 30M50M 36 X 60 C C C C G,H G,H,I,J G,H,I,J G,H,I,J G,H,I,J E,F,G,H,I,J 30M60M 36 X 72 C C 4OM OM 40M30M 48 X 36 C C 8,C I,J Id E,F,I,J 40M40M 48 X 48 C C B,C G,H G,H,I,J G,H,1,J 40M46M 48 X 54 C C B,C G,H G,H,I,J G,H,I,J 40M50M 48 X 60 C C B,C G,H,I,J G,H,I,J E,F,G,H,I,J 40M60M 48 X 72 C C B,C G,H,I,J E,F,G,H,I,J E,F,G,H,I,J 46M20M 46M30M 54 X 24 54 X 36 c C B,C B,C I.jId Id I,J E,F,I,J 46M40M 54 X 48 C B,C B,C G,H G,H,I,J G,H,I,J 46M46M 54 X 54 C B,C B.0 G,H,I,J G,H,I,J E,F,G>H,I,J 46M50M 54 X 60 C B,C B.0 G,H,I,J G,H,I,J E,F,C,H,I,J 46M60M 54 X 72 C B,C B,C G,H,I,J E,F,G,H,I,J E,F,G,H,I J 5OM20M 60 X 24 C ,C B,C B,C Id I,J I,J Id Id E,F,I,J 5OM30M 50M40M 60 X 36 60 X 48 C B,C B,C G,H G,H,I,J G,H,I,J 5OM46M 60 X 54 C B.0 B,C G,H,I,J G,H,I,J E,F,G,H,I,J 5OM50M 60 X 60 C B,C B,C G,H,I,J G,H,I,J E,F,G,H,I,J 5pM60M 60 X 72 C B,C B,C G,H,I,J E,F,G,H,I,J E,F,G,H,I,J 56M20M 56M30M 66 x 36 B,C B,C A,B,C,D I,J I,J Id E,F,I,J 5614401A 66 X 48 B,C B,C A.B,C,D G,H G,H,I,J G,H,I,J 56M46M 66 X 54 B,C B,C A,B.C,D G,H,I,J G,H,I,J E.F,G,H,I,J 56M50M 66 X 60 B,C B,C A B,C>D G,H,I,J E,F,G,H,I,J E,F,G,H,I,J 56M60M 66 X 72 B,C B,C A,B,C,D G,H,I,J E,F,G,H,I,J E,F,G,H,I,J 60M20M 60M30M 72 X Z4 72 X 36 C B,C B,C A.B,C,D I,J I,J Id I,J I,J E,F,I,J 6OM40M 72 X 48 B,C B,C A,B,C,D G,H G,H,I,J G,H,I,J 60M46M 72 X 54 B.0 B,C A.B.C,D G,H,I,J G,H,I,J E,F,G.H,I,J 60M50M 72 X 60 B.0 B,C A,B,C,D G,H,I,J E,F,G.H,I,J E,F,G,H,I,J 60M60M 1 72 X 72 8,C B.0 A,B,C,D G,H,I,J E,F,G,H,I,J E,F,G,H,I,J WADDITIONAL ANCHORS REQ'D WHEN USING TAPCON (ELCO) OR TITEN (SIMPSON). SEE NOTE 14. E W.H. G I �bwwC ID 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 E1300 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 RECORDS DETAILS. INC B FLORIDA EXTRUDERS INTERNATIONAL, LANE B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE: INSTALLATION DETAIL W/ TAPPERS D HORZ. SLIDING FLANGE WINDOW - SERIES 1000 DRAWN BY: RJA APPROVED BY: RJA DATE:7/29/04 SCALE: NTS DWG-: FLEX0020 SHEET 2 OF 2 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 E1300 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 RECORDS DETAILS. INC B FLORIDA EXTRUDERS INTERNATIONAL, LANE B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE: INSTALLATION DETAIL W/ TAPPERS D HORZ. SLIDING FLANGE WINDOW - SERIES 1000 DRAWN BY: RJA APPROVED BY: RJA DATE:7/29/04 SCALE: NTS DWG-: FLEX0020 SHEET 2 OF 2 SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIN & SHEATHING —\ INSTALLATION ANCHOR #8 WOOD SCREW SHOWN STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING (TYP.) (SEE NOTES) WINDOW HEIGHT PER IME T CAL BY OTHE INSTALLATION #8 WOOD SCRE% STUCCO OR SIDING BY OTHERS CAULK BETWEE WINDOW F & SHEATHIr— �3 TWO BY WOOD W z0 BY OTHERS coo W G flit _\W3 X/ I 1/4' MAX. SHIM SPACE SHIM AS REQ'D. (SEE NOTES) FIN TYPE WINDOW FRAME HEADER BY OTHERS X oTWO BY WOOD 3 BY OTHERS SECTION A -A FRAME ►RBLE SILL OOL BY "HERS I WINDOW HEIGHT 1/4' SHIM SPACE MAX f SHIM AS REQ'D. (SEE NOTES) WINDOW WIDTH 3 quo 0ZJ =UpWq UQ Z O W aNw Vl A A EQUALLY SPACE ANCHORS (TYP.) B 1 MAX — WINDOW WIDTH TWO BY WOOD —� BY OTHERS SHIM AS REQ'D. (SEE NOTES) ANCHUK 6 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. PERIMETER 1 CAULK BY OTHERS STUCCO OR SIDING BY OTHERS SECTION B-B 1/4' MAX. SHIM SPACE CAULK BETWEEN WINDOW FIN & SHEATHING I' 14IN EMBEDMENT (OOD (SCRE✓) N SHEATHING BY OTHERS INSTALLATION ANCHOR #8 WOOD SCREW SHOWN Disclaimer: The purpose of this installation IMPORTANT INFORMATION & GENERAL NOTES drawing is to present the manufacturers These notes are provided to ensure proper installation of Florida Extruders Milestone products and recommendations for anchorage (i.e., wood must be followed fully. screws and nails) to achieve the design pressure specified on the fenestration GENERAL INSTALLATION INSTRUCTIONS product as required by Florida Building Code. Section 1707.4.4, Anchorage Methods. 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. Recommendations regarding flashing. sealing, sealants or other joint sealant ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR practices does not constitute a warranty APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE either expressed or implied. 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} REV DESCRIPTION DATE IN INTERNATIONAL, INC FLORIDALO RIDA EXTRUDERS 2540 JEWETT LANE C REVISED NOTE REVISED NOTE 6 AND 12/10/03 RJA CERTIFICATE OF AUTHORIZATION NO; 9235 SANFORD FLORIDA TITLE TO REFLECT NAIL TITLE: INSTALLATION DETAIL W/#8 SCREWS OR NAILS ALTERNATE 1 6 200 ADDED DISCLAIMER. HORZ. SLIDING F- I N WINDOW - SERIES 1000 I) ADDED RJA DRAWN BY: BB APPROVED BY: RJA ■� DATE: 7/29/04 SCALE: N. T. S. DWG.: FLEX0028 SHEET I OF E_0 IMPORTANT INFORMATION & GENERAL NOTES (cont.) DESIGN PRESSURE RATING & FBC REQUIREMENTS ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 5) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 6) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 7) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 8) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 9) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS - 1/8" DIA. PILOT HOLE. b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 10) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 11) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 12) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. #8 WOOD SCREWS: 13) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1" INTO THE TWO BY WOOD FRAMING. 14) SPACING OF WOOD SCREWS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS. NAILS: 15) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO THE TWO BY WOOD FRAMING (GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272. 16) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 17) SPACING OF NAILS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS IN THE HEAD, SILL AND JAMBS AND NOT EXCEEDING 7" O.C_ SPACING FOR 46 PSF TO 70 PSF D.P. AND 10" O.C. SPACING FOR D.P. TO 45 PSF. 18) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR WINDOW SIZES TO 73" x 71" WITH FASTENER SPACINGS SHOWN. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 19) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 20) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1,2002. CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS (NOTE 6 & 7) CAULK BETWEEN WINDOW FLANGE & WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) ONE BY WOOD BUCK BY CONCRETE OR Disclaimer: The purpose g p pose of this installation drawing is to present the manufacturer's recommendations for OTHERS (NOTE 6 & 7> MASONRY OPENINGAD anchorage (i.e.. concrete screws. wood screws. nails and Vulkem structural adhesive to achieve the design I I g pressure CAULK BETWEEN WOOD BY OTHERSg specified on the fenestration product as required by Florida Building Code. Section 1707.4.4, Anchorage methods. BUCK & MAS'Y. OPENING BUCK WIDTH 1-1i4- MIN. Recommendations regarding flashing. sealing. sealants or other joint sealant proctices does not constitute a BY OTHERS SHIM AS REQ'D. EMBEDMENT warranty either expressed or implied. INSTALLATION ANCHOR FLANGE TYPE 1/4' MAX. IMPORTANT INFORMATION & GENERAL NOTES 3/l6' DIA. TAPPER WINDOW FRAME (SEE NOTES) These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed (NOTE 12> JAMB INSTALLATION ANCHOR fully. 3/16' DIA. TAPPER (NOTE 12) GENERAL INSTALLATION INSTRUCTIONS — 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK I1-1/4' MIN. GLASS (TYP.) TO BE 1/4". EMBEDMENT (SEE NOTES) 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO 4 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. CAULK BETWEEN 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO WINDOW FLANGE SEAL HEADS OF INSTALLATION FASTENERS. & WOOD BUCK 4) FLORIDA EXTRUDERS 1000 SERIES HORIZONTAL SLIDER IS SHOWN. PERIMETER S) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SHIM AS REQ'D. CAULK 1/4- MAX. (SEE NOTES) BY OTHERS WINDOW WIDTH ANCHOR INSTALLATION INSTRUCTIONS FLANGE TYPE VWINDOW STUCCO GENERAL: BY OTHERS CAULK BETWEEN FRAME HEADER SECTION B — B WOOD BUCK & 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A OPENING HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY BY OT BY OTHERS HERS NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. WINDOW BUCK HEIGHT HEIGHT G WINDOW HGT. I K PERIMETER FLANGE TYPE CAULK BY OTHERS II �f 1� SILL FRAME 01 a Q CAULK BETWEEN WINDOW FLANGE PRECAST SILL v & PRECAST SILL BY OTHERS V/VULKEM 116 ADHESIVE CAULK OR APPROVED EQL. SECTION A —A WINDOW WTH. A VIEWED FROM EXTERIOR 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN V NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6. H 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. J B 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 10) WOOD SCREWS SHALL MEET ANSI 618.6.1 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} a REV DESCRIPTION DATE IN I INTERNATIONAL, INC. FLORIDA EXTRUDERS 2540 JEWETT LANE p w / C ANOSSOADDEU NONOTE 3. TE 23. 12/19/03 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA SILL , Z ADDED NOTE 6 A 7 TO TITLE: INSTALLATION DETAIL W/ TAPPERS HORZ SLIDING BYOOL J ONE BY BUCK CALL -OUT. OTHERS a I E� 1 6 2004 FLANGE WINDOW XOX CONFIGURATION- SERIES 1000 ADDED DISCLAIMER g D 7/29/04 RJA DRAWN BY: BB APPROVED BY RJA �■ DATE-.7/ 29/04 SCALE: NTS DWG.: FLEX0022 SHEET I OF L TAPPER LOCATION CHART CALL TIP TO LOCATIONS IN HEAD LOCATIONS IN JAMB UP TO 5 t PS` UP TO 51 pv SIZE TIP 50 Psr 50p ,TO psF ,o° D22 74 x 26 C,D C,D K,L K,L D23 74 X 38 3/8 C.D B.C.D.E G,H,K.L G,H,K,L D24 74 X 50 5/8 C,D B,C,D,E I,J,K,L G,H,I,J,K,L D32 106 1 4 x .L G.H,K,L D33 106 1/4 X 38 3/8 B.C.D.E B.C.D.E G,H,K,L G,H,K,L D34 106 t 4 x 50 5/8 B,C,D,E A,B,C,D.E.F I,J,K,L G,H,I,J,K,L T22 III X C, K,L K,L T23 III X 38 3/8 B.C.D.E A.B,C,D.E.F G,H,K,L G,H,K,L T24 III X 50 5/8 B.C.D.E A,B,C,D,E,F I,J,K,L I.J,K,L M2 120 X 26 G,H,K,L G,H,K,L M3 120 X 38 3/8 B.C.D.E A,B.C,D.E,F G,H,K,L G.H,K,L M4 120 X 50 5/8 A.B,C,D,E,F A,B,C.D.E.F G,H,I,J,K,L G.H,I,J,K,L 6020 72 X 24 K,L K,L 6030 72 x 36 C.D B.C.D.E K,L G,H,K,L 6040 72 X 48 C,D B.C.D,E I,J,K,L I,J,K.L 7020 84 X 24 C,D C.0 7030 84 X 36 B,C.D,E B,C.D.E G,H,K,L G,H,K,L 7040 84 X 48 B,C.D,E B.C.D.E I,J,K,L I,J,K,L 8020 96 X 24 G,H,K,L 8030 96 X 36 B.C,D,E B.C,D,E G,H,K,L G.H,K,L 8040 96 X 48 B.C.D,E A,B,C,DE,F I,J,K,L G,H,I,J,K,L 9020 108 X 24 K,L G,H,K,L 9030 108 X 36 B.C.D.E B.C.D.E G,H,K,L G.H,K,L 9040 108 X 48 8,C,D,E A,B,C,D.E,F I,J.K,L I J K L 10020 120 X 24 C.D B.C.D.E K,L G,H,K,L 10030 120 X 36 B.C.D.E A,B.C,D.E.F G,H,K,L G,H,K,L 10040 1 120 X 48 B.C.D.E A,B.C.D,E.F I,J,K,L I,J.K,L G WINDOW HGT. I K WINDOW WTH. B C D ELEVATION VIEWED FROM EXTERIOR H J L IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS (cont. 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK) (CONT): 14) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.) OR TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR THE HORIZONTAL SLIDING WINDOW SIZE D24, D245, D25 AND D26: a) INSTALL TWO ADDITIONAL FASTENERS IN HEAD OVER CHART REQUIREMENTS AT LOCATIONS A AND F. 15) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK): 16) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY WOOD BUCK, USE #10 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK. 17) #10 WOOD SCREWS SHALL BE INSTALLED AT ALL FACTORY APPLIED INSTALLATION FASTENER HOLE LOCATIONS. 18) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. DESIGN PRESSURE RATING & FBC REQUIREMENTS 19) IF EXACT WINDOW SIZE IS NOT LISTED IN TAPPER ANCHOR CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 20) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE WINDOW SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 21) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 22) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES, MARCH 1,2002. 23) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD AND/OR JAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAILS. SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIN & SHEATHING —\ INSTALLATION ANCHOR #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 :: T WINDOW FIN SHEATHING & SHEATHING BY OTHERS 1' MIN. EMBEDMENT (vOOD DME SCREW) V Disclaimer: The purpose of this installation droving 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 Florida DBudding 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. 1/4' MAX. SHIM SPACE --SHIM AS FIN TYPE REO'D. WINDOW FRAME (SEE NOTES HEADER I WINDOW HEIGHT ANCHOR FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY OTHERS 1/4' MAX. SHIM SPACE f _ WINDOW WIDTH 3 L3 0 OZI 1: 3 W U Q ca ZdL,J 1 Q '� w SPACING (SEE BELOW) A WINDOW WIDTH TWO BY WOOD BY OTHERS SHIM AS RER'D. (SEE NOTES) GLAZING (TYP.) (SEE NOTES) FIN TYPE WINDOW —�— f FRAME JAMB f 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. J Milestone products and must be followed fully. 6' MAXXTYP.) —4-- (TYP.) GENERAL INSTALLATION INSTRUCTIONS ELEVATION VIEWED FROM EXTERIOR 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING HEAD SILL & JAMB ANCHOR SPACING WOOD SCREW - TO 70 PSF D.P.: 24' O.C. MAX. FOR HEAD, SILL AND JAMBS ---------------------- NAIL - 46 PSF TO 70 PSF D.P.: 8" D.C. MAX. FOR JAMB & 5' 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 REO'D. (SEE NOTES) TWO BY WOOD BY OTHERS I"MIN. EMBEDMENT (WOOD SCREW) SECTION A -A W f� a rn a � 00 '^ z D W W o" Z Q W ` 7 J r W L a W mQ O � REV DESCRIPTION C REVISED NOTE 5. REVISED NOTE 6 AND TITLE TO REFLECT NAIL I C 2004 ALTERNATE 1 V D ADDED DISCLAIMER. SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. [SEE SHEET 2 FOR CONTINUATION OF NOTES] DATE IN I FLORIDA EXTRUDERS' 2540NJEw TT IN LANE 12/10/03 RJA CERTIFICATE OF AUTHORIZATION No. 9235 SANFORD FLORIDA 7/29/04 1 RJA TITLE: INSTALLATION DETAIL W/#8 SCREWS OR NAILS HORZ. SLIDING FIN WINDOW XOX CONFIGURATION- SERIES 1000 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 JAMBS, 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. CAULK BETWEEN WINDOW FLANGE & WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS (SEE NOTE 7) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS WINDOW FRAME HEAD WINDOW HEIGHT EXTERIOR WINDOW FRAME SILL PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS (CAULK BETWEEN jl WINDOW FLANGE & WOOD BUCK CAULK BETWEEN - WOOD BUCK & MASONRY OPENING BY OTHERS CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS (SEE NOTE 9 & 10) INSTALLATION ANCHOR 3/16' DIA. TAPPER (SEE NOTE 16) d 1- 1/4" MIN. Q EMBEDMCNT 11 � 1 F-1 CONCRETE OR MASONRY BY OTHERS SHIM AS REO'D (SEE NOTES) GLAZING (TYP. SEE NOTES) SECTION A —A 1 /4" MAX. SHIM SPACE INSTALLATION ANCHOR 3/16' DIA. TAPPER (SEE NOTE 16) SHIM AS REO'D. (SEE NOTES) L7== 1 1 /4" MAX. SHIM SPACE Q 1- 1/4" MIN. EMBEDMENT ONE BY WOOD BUCK BY OTHERS (SEE NOTE 9 & 10) 1/4' MAX. SHIM SPACE SHIM AS REO'D (SEE NOTES) WINDOW FRAME JAMB GLAZING (TYP. SEE NOTES) 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 4 BY OTHERS PERIMETER CAULK I CAULK BETWEEN BY OTHERS WINDOW FLANGE & WOOD BUCK EXTERIOR FINISH CONCRETE BY OTHERS OR MASONRY WINDOW WIDTH OPENING BY OTHERS SECTION B—B (SEE NOTE 7) A EXTERIOR ELEVATION /C\ tr L.i n a a1 oa (Z Cr W O N aZ LJ DEC 1 6 2004 m W a W m a W Ow HT 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 nails) to achieve the design pressure specified on the fenestration product as required by Florida Budding 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. REV DESCRIPTION B OEvt5EO NOTES 3. 7. 9. 10. It 25b t 26b. NOTE 17 OEIETEO ANo WW" NOTE 21. 270 Q EXAMPLE AS WOW BUI O-OOWN ON MG. N0. Ex00 FL36. /OOEO NOTE 9 ! 10 TO ONE By BUCK GALL-OU1. C1wtGEO TITLE OF /tO r5 SECTION. C I ADDED DISCLAIMER WINDOW WIOTI- WINDOW HEIGHT EXTERIOR ELEVATION DATE INI NTERATIONAL, INC FLORIDA EXTRUDERS 12540NJEW TT LANE 12/19/03 RJA I CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD. FLORIDA TITLE:FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES 7/29/04 RJA DRAWN BY: BB APPROVED BY: RJA IDATE: 7/29/04 1 SCALE: NTS 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 B 18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE STRUCTURAL TWO BY WOOD BUCK. 22) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR #10 WOOD SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD. 23) ANCHOR SPACING PER NOTES 25, 26, 27 AND 28. ANCHOR INSTALLATION INSTRUCTIONS fE22Q ANCHOR SPACING: 24) TAPPER (TAPCON BY ELCO OR TTTEN BY SIMPSON MAY BE SUBSTITUTED) CONCRETE SCREW SPACING SHALL BE AS FOLLOWS: a) 6" MAXIMUM FROM EACH CORNER OF HEAD, SILL OR JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 6M 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 N FULL -CIRCLE TRIANGLE N 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 IAMBS FOR THE FOLLOWING CONFIGURATIONS: N 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. HEAD EVV � LY SPACED ANCHORS JAMB -� (TYP.) SILL 6 MAX. (TYP. ) EVENLY SPACED ANCHORS (TYP.) EXTERIOR ELEVATION ANCHOR SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW EXAMPLE: ,i WINDOW HEIGHT 6 MAX. (TYP. ) f 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) E-vFLORIDA EXTRUDERS 12540NATIONALJEWETT LANE A CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA B TITLE:FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK C DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: RJA APPROVED BY: RJA DATE:7/29/04 SCALE: NTS DWG.: FLEX0035 SHEET 2 OF 2 IMPORTANT INFORMATION & GENERAL NOTES -3/s" MIN. INSTALLATION ANCHOR EMBEDMENT These notes are provided to ensure proper installation of Florida Extruders Milestone ONE BY BUCK BY OTHERS #10 WOOD SCREW (SEE NOTE 20) BUCK WIDTH 1/4" MAX. SHIM SPACE products and must be followed fully. (SEE NOTE 9 & t0) BUILD DOWN BY OTHERS GENERAL INSTALLATION INSTRUCTIONS CAULK BETWEEN WINDOW (ALSO APPLIES Q CAULK BETWEEN FLANGE & SHEATHING TO SILL) <SEE TWO BY FRAMING TWO BY BUCK 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. NOTE 7) BY OTHERS (SEE & CONCRETE PLYWOOD CTYP.) 1 -3/8" MIN. NOTE 7) BY OTHERS ALLOWABLE SHIM STACK TO BE 1/4". BY OTHERS EMBEDMENT Z USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD, SILL & JAMBS. ) SHIM AS REO'D (SEE NOTES) INSTALLATION ANCHOR 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF EXTERIOR FINISH #10 WOOD SCREW WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. BY OTHERS WINDOW FRAME CSEE NOTE 203 4) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO JAMB a CAULK BETWEEN WINDOW FLANGE APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 1/4" MAX. GLAZING (TYP. & WOOD BUCK 5) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE SHIM SPACE SEE NOTES) Q OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750, & 2000 SERIES - CONCRETE OR DESIGNER FIXED WINDOW FRAMING SYSTEMS. PERIMETER CAULK BY OTHERS MASONRY 6) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. BY OTHERS a 7) STRUCTURAL FRAMING, BUCKING AND/OR BUILD DOWN AROUND CURVED PORTION SHIM AS REO'D PERIMETER CAULK OF WINDOW FRAME TO BE ENGINEERED BY OTHERS AND MUST BEJ OF, SUFFICIENT WINDOW FRAME (SEE NOTES) BY OTHERS EXTERIOR FINISH TO THE MASON STRENGTH TO ADEQUATELY TRANSFER THE LOAD MASONRY, CONCRETE OR HEAD WINDOW WIDTH BY OTHERS OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 OR TO THE WOOD OR SECTION B-g APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. WINDOW WIDTH 8) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. A f—, SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. WINDOW HEIGHT EXTERIOR WINDOW FRAME SILL PERIMETER CAULK BY OTHERS EXTERIOR - FINISH BY OTHERS GLAZING (TYP. SEE NOTES) SHIM AS REO'D (SEE NOTES) BUCK HEIGHT A EXTERIOR ELEVATION 1 /4" MAX. SHIM SPACE CAULK BETWEEN A WINDOW FLANGE d &CIA ONE BY WOOD p BUCK 1- 1 /4" MIN. a rn CAULK BETWEEN EMBEDMENT 66 WOOD BUCK & MASONRY OPENING rONE WOOD zBY OTHERS Y OTHERS .JCONCRETE OTE 9 & l0) OR MASONRY SECTION A—AATION ANCHOR c61 o 4 BY OTHERS 3/16- DIA. TAPPER Of `` (SEE NOTE 16) [SEE SHEET 2 FOR CONTINUATION OF NOTES] WINDOW HEIGHT B B Disclaimer: The purpose of this installation droving is to present the monufocturers recommendations for anchorage (i.e_ concrete screws, wood screws and noilsi to achieve the design pressure specified on the fenestration product as required by Florida Building Code, Section 1707 4.4. Canchorage Methods. Recommendations regarding flashing. sealing. sealants or other joint sealant practices does not constitute o wononty either expressed or implied. REV DESCRIPTION B REvtSEO NOTES 3. 7, 9. 10. 11, 20. 24b AND 25b. ADDED NOTE 9 do 1 2��4 10 TO ONE BY BUCK CALL -OUT. ADDED DISCLAIMER. OW HT DATE INI ATIONAL, INC FLORIDA EXTRUDERS 12540NJEWETT LANE 12/19/03 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: FLANGE INSTALLATION DETAIL W/ FRAME BUI 7/29/04 DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES�� 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 (cont.) ANCHOR SPACING: 22) ANCHOR SPACING PER NOTES 24, 25, 26 AND 27. 23) TAPPER (TAPCON BY ELCO OR TITEN BY SIMPSON MAY BE SUBSTITUTED) CONCRETE SCREW SPACING SHALL BE AS FOLLOWS: 6" MAX. a) 6" MAXIMUM FROM EACH CORNER OF SILL, AND (TYP.) � 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 RS a) 6" MAXIMUM FROM EACH CORNER OF HEAD, SILL OR 3AMBS, AND A (TYP.) 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 N EYEBROW — HALF -CIRCLE ARCH — HALF -EYEBROW — OCTAGON ( MAX. (TYP.) N FAN - PENTOID EVENLY — FULL -CIRCLE — TRIANGLE SPACED ANCHORS N HALF -CIRCLE — TRAPEZOID (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 N HALF -FAN 26) SPACING ABOVE BASED ON THE USE OF EITHER A CONCRETE SCREW OR #10 WOOD SCREW AS REQUIRED FOR SECURING THE WINDOW FRAME INTO THE SUBSTRATE AS FOLLOWS (SEE ILLUSTRATION THIS SHEET): a) CONCRETE SCREW INTO CONCRETE OR MASONRY USING A NON-STRUCTURAL "ONE BY" WOOD BUCK. b) #10 WOOD SCREW INTO A STRUCTURAL "TWO BY" WOOD BUCK OR STRUCTURAL BUILD -DOWN ON WINDOW FRAME. 27) IF CONFIGURATION REQUIRES COMBINATION OF CONCRETE SCREW AND #10 SCREW IN EITHER A HEAD, SILL OR JAMB, THE LOWER OF THE MAXIMUM SPACINGS ABOVE SHALL BE USED. DESIGN PRESSURE RATING & FBC REQUIREMENTS 28) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF. DESIGN PRESSURES (D.P.) ARE POSITIVE AND NEGATIVE. 29) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS 0-F .ASSTM El.300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSUL A S ING GLASS IS ALSO QUALIFIED. 30) COMPLIES WITH CHAPTER 17 SEC i lONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.,.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUE;; kA i tS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. FLORIDA EXTRUDERS I 2540NATIONALJEWETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD. FLORIDA EXTERIOR ELEVATION ., 4. 1 WINDOW HEIGHT 6- MAX. (TYP.) 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. n C TITLE: FLANGE INSTALLATION DETAIL W/ FRAME BUILD DOW� DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: RJA I APPROVED BY: RJA DATE:7/29/04 SCALE: NTS DWC.: FLEX0036 SHEET 22 OF 2 I' MIN. EMBEDMENT SHEATHING BY OTHERS INSTALLATION ANCHOR #8 WOOD SCREW SHOWN (TYP.) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN FRAME HEADER WINDOW HEIGHT EXTERIOR CAULK BEHIND FIN SHIM AS REQ'D. —BUILD DOWN (SEE NOTES) BY OTHERS FIN FRAME JAMB (SEE NOTE 7) SHIM AS REQ'D. (SEE NOTES) GLAZING (TYP. SEE NOTES) PERIMETER CAULK FIN FRAME SILL BY OTHERS SEE NOTES D. EXTERIOR FINI BY OTHERS INSTALLATION At #8 WOOD SCREW SHOWN (TYP.) SHEATHING BY OTHERS GLAZING (TYP. SEE NOTES) 1/4' MAX. SHIM SPACE EXTERIOR —WINDOW WIDTH I/4' MAX. SHIM SPACE INSTALLATION ANCHOR IMPORTANT INFORMATION & GENERAL NOTES #8 WOOD SCREW These notes are provided to ensure proper installation of Florida Extruders Milestone SHOWN (TYP.) products and must be followed fully. TWO BY FRAMING BY OTHERS (SEE NOTE 7) CAULK BEHIND FIN — I' MIN. EMBEDMENT (WOOD SCREW) SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS SECTION B-B 1/4• MAX. SHIM SPACE EXTERIOR ELEVATION TWO BY FRAMING BY OTHERS r a� CAULK BEHIND FIN 00 N Z I' MIN. w EMBEDMENT Z (WOOD SCREW) ` "C 3 6 1004 J SECTION A -A W 0 Q 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] DW Disclaimer: The purpose of this HT installation drawing is to present the manufacturer's recommendations for anchorage (i.e., wood screws and nails) to achieve the design pressure specified on the fenestration product as required by Florida Building Code. Section 1707.4.4. Anchorage Methods. Recommendations regarding flashing, sealing, sealants or other joint sealant practices does not constitute a warranty either expressed or implied. AD ow HT C_A I CrRIVrt CCCy/�I IVt� REV DESCRIPTION DATE INI INTERNATIONAL, INC FL R�RAEXTRUDERS 2540 JEWETT LAN CERTIFIt ITE Of AUTHORIZATION N0. 9235 SANFORD FLORIDA C REVISED NOTES 7. 1]. 12/19/03 RJA 20b, 20c. 23b. & 23c. REVISED NOTE 12 FIN INSTALLATION DETAIL Wi#8 SCREWS OR NAII AND TITLE To REFLECT AND NAIL ALTERNATE. DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES D ADDED DISCLAIMER- 7/29/04 RJA DRAWN BY: BB APPROVED BY: RJA DWG.: FLEX0037 SHEET I IJr fA DATE:7/29/04 SCALE: NTS IMPORTANT INFORMATION & GENERAL NOTES ANCHOR INSTALLATION INSTRUCTIONS ANCHOR INSTALLATION INSTRUCTIONS (cOgQ DESIGN PRESSURE RATING & FBC REQUIREMENTS GENERAL: 11) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. FOR FIN WINDOWS WHERE NAILS ARE USED: 12) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 13) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 14) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 15) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS - 1/8" DIA. PILOT HOLE. b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 16) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 17) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 18) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. #8 WOOD SCREWS: 19) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1" INTO THE WOOD TWO BY FRAMING OR THE BUILD -DOWN FRAMING COMPONENT. 20) SPACING OF #8 WOOD SCREWS SHALL BE AS FOLLOWS: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS FOR THE FOLLOWING CONFIGURATIONS FOR DESIGN PRESSURES TO 70 PSF: EYEBROW — HALF -CIRCLE ARCH OVAL HALF -EYEBROW — OCTAGON N FAN — PENTOID FULL -CIRCLE — TRIANGLE HALF -CIRCLE N 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 (TYP CONFIGURATIONS AT DESIGN PRESSURES 46 TO 70 PSF: EYEBROW 7" O.C. SPACING N HALF -EYEBROW 7" O.C. SPACING — FAN 7" O.C. SPACING — HALF -FAN 5" O.C. SPACING FULL -CIRCLE 9" O.C. SPACING HALF -CIRCLE 7" O.C. SPACING HALF -CIRCLE ARCH 7" O.C. SPACING QUARTER -CIRCLE 5" O.C. SPACING QUARTER -CIRCLE ARCH 5" O.C. SPACING OVAL 15" O.C. SPACING OCTAGON 9" O.C. SPACING PENTOID 7" O.C. SPACING — TRIANGLE 7" O.C. SPACING 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 11" O.C. SPACING HALF -FAN 8" O.C. SPACING FULL -CIRCLE 14" O.C. SPACING HALF -CIRCLE 11" O.C. SPACING HALF -CIRCLE ARCH 12" O.C. SPACING QUARTER -CIRCLE 8" O.C. SPACING QUARTER -CIRCLE ARCH 8" O.C. SPACING OVAL 24" O.C. SPACING OCTAGON 14" O.C. SPACING rB F — PENTOID 12" O.C. SPACING — TRIANGLE 12" O.C. SPACING CERTI TRAPEZOID 12" O.C. SPACING 24) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF. DESIGN PRESSURES (D.P.) ARE POSITIVE AND 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. AX. � � EVENLY SPACED ANCHORSnJ (;P WINDOW WIDTH EVENLY SPACED ANCHORS - (TYP. ) EVENLY SPACED ANCHORS (TMPJ EXTERIOR ELEVATION ANCHOR SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW WINDOW HEIGHT LORIDA EXTRUDERS 12540NATIONALJEWETT LANE FICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE: FIN INSTALLATION DETAIL W/1#8 SCREWS OR NAILS D DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: RJA APPROVED BY: RJA DATE:7/29/0a 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 RIGID VINYL GLAZING BEAD (TYP.) W.H. (WINDOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL / VULKEM 116 ADHESIVE CAULK, OR APRV'D. EOL. STRUCTURAL BUILD is.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 REO'D. 1-3/8' MIN. 1/4' MAX. —\ EMBEDMENT (SEE NOTES) RIGID VINYL GLAZING BEAD INSTALLATION ANCHOR (TYP.) L #10 WOOD SCREW (NOTE 19) GLASS (TYP.) (SEE NOTES) SHIM AS REO'D. 1/4' MAX. (SEE NOTES) RADIUS TYPE WINDOW FRAME FLANGE HEADER GLASS (TYP.) (SEE NOTES) 'PRECAST SILL BY OTHERS SECTION A -A 1 C I I � W.H. J F H FULL RADIUS SHOWN A- g�C FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE B.H. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL U r W.H. i F VIEWED FROM EXTERIOR H E Disclaimer: The purpose of this initodolion droving is to present the monufociurers recommendotions for onchoroge (i.e.. concrete screws. BK wood screws. nods and vukem wvcturol odhesive) to ochieve the design pressure specified on the G fenestrotion product as required by Horido Budding Code. Section 1707.4.4. Anchoroge McIhod5. Recommendotions regorging ffoshing. seohng. seotonts or other joint seolonl proctices does not constitute o worronty either expressed or implied. ELEVATION An cv ul W (� a rn 00 " Z W W o aZ w v � J - W W a. co Mg 1MrVK I AN i IRrUKMA I LUR & btIVtKAL 11U I t, 1-1/4' MIN. These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed EMBEDMENT fully. 0 Anchor A Location GENERAL INSTALLATION INSTRUCTIONS Above Meeting Rod. 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX_ ALLOWABLE SHIM STACK TO C> 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. 0 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL Anchor HEADS OF INSTALLATION FASTENERS. Location 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA Beto. Meeting EXTRUDERS 1500 AND 2000 SERIES SINGLE RUNGS. & WOOD BUCK PERIMETER Rait 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. CAULK 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 ' WOOD BUCK & 7) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION STUCCO MAS'Y. OPENING INSTALLATION SHEETS FOR REQUIREMENTS. BY OTHERS BY OTHERS SECTION B — B MOASONRYEOPOR EN[NG ANCHOR INSTALLATION INSTRUCTIONS BY OTHERS GENERAL: —W.W. A --*I C 0 VIEWED FROM EXTERIOR E L LH HALF RADIUS SHOWN, RH OPPOSITE ELEVATION REV C �(& &JEC 1 6 1004 8) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED -F-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT FOR THE JAMBS. USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT FOR THE HEAD. 9) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 8. 10) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 11) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 12) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 13) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & # 10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 15) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 16) SEE SHEET 2 FOR INSTALLATION ANCHOR LOCATION CHART. LETTER DESIGNATIONS ON THE LOCATION CHART INDICATE WHERE TAPPER CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. DESCRIPTION DATE INI REVISED NOTES 3, 8. 9 3r 12/ 19/O R JI 10. ADDED NOTE 27. REVISED AND/OR ADDED RELATED REFERENCES AND ILLUSTRATIONS FOR NOTE REVISIONS. D JADDED DISCLAIMER AND 7/29/04 R J CLARIFIED LOCATION OF JAMB ANCHORS. (SEE SHEET 2 FOR CONTINUATION OF NOTES) INTERNATIONAL, INC. FLORIDA EXTRUDERS 2540 JEWETT LANE CERTIFICATE`OF AUTHORIZATION NO: 9235 T. SANFORD FLORIDA TITLE: INSTALLATION DETAIL SINGLE HUNG RADIUS HEAD FLANGE W/FRAME BUILD DOWN - SERIES 1000 ,I500 & 2000 DRAWN BY: JBH I APPROVED BY: RJA DATE:7/29/04 ISCALE: NTS IDWG.: FLEX0040 SHEET 1 �rl- ANCHOR LOCATION CHART SEE NOTES BELOW CALL B LOCATIONS IN HEAD see not I Wow LOCATIONS IN JAMB (see notes 2 do 3 "to-) 3" TO 4OPSr 41 PsF TO 70PSF 30Psr TO 40PsF 41 Psr TO 70Psr SIZE SIZE 12 18 1/8 X 27 5/16 A,C A,C F,G F,G F,G F,G 13 18 1/8 X 39 11/16 A,C A,C A,C F.G F,G 14 145 18 1/8 X 51 15/16 18 1/8 X 57 19/32 A,C A,C A,C F,G F,G (o) 15 18 1/8 X 64 5/16 A,C A.0 F.G F,G (°) F,G (a) 16 18 1/8 X 73 5/16 A,C A.0 F,G,H,1 1 H2 25 1 /2 X 28 9/16 A,C A,C F,G F,G F,G 1 H3 25 112 X 40 15/16 A,C A,C F,G F,G 1H4 25 1/2 X 53 3/16 A,C A,C F.G F,G,H,1 1H45 25 1/2 X 58 13/1 A,C A,C F,G,H,I 1H5 25 1/2 X 65 9/16 A,C AX F.G F,G,H,1 lH6 25 1/2 X 74 9/16 A,C 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,C A,C A,C F,G F,G,H,I 30 1/2 X 54 27/3 29 1/2 X 53 27/32 A,C A,C F,G F,G,H,I 30 112 X 60 15/32 30 1/2 X 67 7/32 29 112 X 59 15/32 29 1/2 X 66 7/32 A,C A,C A,C F,G (o) F,G,H,I !30 1/2 X 76 7/32 29 1/2 X 75 7%32 A,C A,C F,G,H,I F,G,H,I (b) 22 36 x 30 5/16 A,B,C A,B,C F,G F,G 23 36 x 42 11/16 A,B,C A,B,C F,G F,G (o) 24 36 x 54 15/16 A,B,C A,B,C F,G F,G,H,I 245 36 x 60 9/16 A,B,C A,B,C F,G (o) F,G,H,I 25 36 x 67 5/16 A,B,C A,B,C F,G,H,I F,G,H,I (b) 26 36 x 76 5/16 A,B,C A,B,C F,G,H,I D,E,F,G.H,I 42 x 32 5/32 41 x 31 5/32 A,B,C A,B,C F,G F,G 42 x 44 17/32 41 x 43 17/32 A,B,C A,B,C F,G F,G,H,I 42 x 56 25/32 41 x 55 25/32 A,B,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,I 42 x 69 5/32 41 x 68 5/32 A,B,C A,B,C F,G,H,I D,E,F,G,H,1 42 x 78 5/32 41 x 77 5/32 A,B,C A,B,C F,G,H,1 D,E,F,G,H,I 48 x 33 5/32 47 x 32 5/32 A,B,C A,B,C F,G F,G 48 x 45 17/32 47 x 44 17/32 A,B,C A,B,C F,G F,G,H,I 48 x 57 25/32 47 x 56 25/32 A,B,C A,B,C F,G (o) F.G,H,I 48 x 63 3/8 47 x 62 3/8 A,B,C A,B,C F,G,H,I F,G,H,1 (b) 48 x 70 5/32 47 x 69 5/32 A,B,C A,B,C F,G,H,I D,E,F,G,H,I 48 x 79 5/32 47 x 78 5/32 A,B,C A,B,C F,G,H,I D,E,F,G,H,I (c 32 52 1/8 X 33 A,B,C A,B,C F,G F,G 33 52 1/8 X 45 3/8 A,B,C A,B,C F,G F,G,H,1 34 52 1/8 X 57 5/8 A,B,C A,B,C F,G,H,i F,G,H,1 345 52 1/8 X 63 1/4 A,B,C A,B,C F,G,H,I D,E,F,G,H,1 35 52 1/8 X 70 A,B,C A,B,C F,G,H,1 D,E,F,G,H,1 36 52 1/8 X 79 A,B,C A,B,C F,G,H,I D,E,F,G,H,I (c ANCHOR LOCATION CHART NOTES: I- Locotions in HEAD for #10 Wood Screws into struclurol 'two by" wood buck or "one by" wood buck/struclurol build -down. ! 2. Locotions in JAMB for 3/16- TAPPER Concrete Screws into non-structurol buck & concrete or mosonry. 3. Locotions in JAMB for ly 10 Wood Screws into slructurol two by buck. Where indicoted by (o), (b) or (c) obove, odditionol #10 Wood Screws sholl be ! odded of the following locotions. (o) One odditionol onchor required in eoch jomb of locotions -H- and "1-. (b) One odditionol onchor required in eoch jomb of locotions -D- and 1". (c) One odditionol onchor required in eoch jomb of locotions -J' and K". [4. Dimensions given ore for holf rodius heod units, full rodius will be shorter. W ❑1 I J W.H. F H LH HALF RADIUS SHOWN, RH OPPOSITE W.W. --_ n B r FULL RADIUS SHOWN ELEVATION VIEWED FROM EXTERIOR IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS (cunt.) 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 1. 18) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK OR ONE BY WOOD BUCK/STRUCTURAL BUILD -DOWN): 19) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK OR ONE BY WOOD BUCK/STRUCTURAL BUILD -DOWN, USE # 10 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK OR THE STRUCTURAL BUILD -DOWN FRAMING COMPONENT. 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 C; 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 RECORDS DETAILS. Ev FLORIDA EXTRUDERS INTERNJEw T 'LANE B C CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: INSTALLATION DETAIL SINGLE HUNG RADIUS HEAD D FLANGE W/FRAME BUILD DOWN - SERIES 1000 1500 & 2000 DRAWN BY: R JA APPROVED BY: R JA DATE:7/29/04 SCALE: NTS IDWG.:FLEX0040 SHEET 2 OF 2 CAULK BETWEEN WINDOW FIN & SHEATHING INSTALLATION ANCHOR 8 WOOD SCREW SHOWN STUCCO BY OTHERS WINDOW HEIGHT PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) SHEATHING BY OTHERS GLASS (TYP.) (SEE NOTES)�� PERIMETER CAULK BY OTHERS tL IL INSTALLATION ANCHOR 8 WOOD SCREW SHOWN STUCCO I� BY OTHERS CAULK BETWEEN WINDOW FIN SHEATHING & SHEATHING BY OTHERS SECTION A -A I' MIN. EMBEDMENT (WOOD SCREW) STRUCTURAL BUILD DOWN BY OTHERS SHIM AS REQ'D. (SEE NOTES) 1/4' MAX. SHIM SPACE FIN TYPE WINDOW FRAME HEADER FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY OTHERS TWO BY WOOD BY OTHERS I'MIN. EMBEDMENT (WOOD SCREW) 1/4' MAX. WINDOW WIDTH SHIM SPACE TWO BY WOOD SHIM AS REQ'D. STUD BY OTHERS (SEE NOTES) l 1 1' MIN. EMBEDMENT (WOOD SCREW) GLASS (TYP.) 4 (SEE NOTES) SHEATHING BY OTHERS FIN TYPE WINDOW FRAME CAULK BETWEEN JAMB WINDOW FIN & SHEATHING ERIMETER CAULK BY OTHERS STUCCO INSTALLATION ANCHO BY OTHERS q8 WOOD SCREW SECTION B-B SHOWN ~ W W a W mQ O J WINDOW WIDTH ANCHOR SPACING (SEE BELOW WINDOW HEIGHT I FULL RADIUS SHOWN EQUALLY SPACE ANCHORS (TYP.) ANCHOR A 6' MAX. J SPACING (TYP.) (SEE BELOW) WINDOW 6' MAX. (TYP.) WIDTH Q LH HALF RADIUS o SHOWN, RH OPPOSITE I WINDOW HEIGHT ANCHOR SPACING (SEE BELOW' f Y SPACE S (TYP.) ANCHOR A L(- MAX. SPACING T YP.) (SEE BELOW) 6' MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR HEAD SILL & JAMB ANCHOR SPACING (TO 70 PSF D.P.) WOOD SCREW: 24' O.C. MAX. (TYP.) NAIL: --------------- 7' O.C. MAX. FOR JAMBS AND 10' O.C. MAX. FOR HEAD & SILL IMPORTANT INFORMATION & GENERAL NOTES These motes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE PER FBC, SECTION 1707.4.4. 7) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL -BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 10) WOOD SCREWS SHALL MEET ANSI 818.6.1 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 Commodity Sizes Shown in anchor chart (Sheet 2) and Modular Sizes. L /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 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 worronfy either expressed or implied. DATE IN I INTERNATIONAL, INC. FLORIDA EXTRUDERS 2540 JEWETT LANE 12/10/03 IRJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD. FLORIDA TITLE: INSTALLATION DETAIL W/68 SCREWS OR NAILS 7/29/04 R JA SINGLE HUNG RADIUS HEAD FIN - SERIES 1000, 1500, & 2000 DRAWN BY: JBH APPROVED BY: RJA DATE: 7/29/04 1 SCALE: N. T. S. IDWG.:FLEX004 1 SHEET 1 -t� /_ #8 WOOD SCREW INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN CALL WINDOW HEAD & SILL EACH JAMB SIZE SIZE UP TO 70 PSF UP TO 70 PSF 12 18 1/8 X 27 5/16 2 2 3 13 18 1/8 X 39 11/16 2 3 14 18 1/8 X 51 15/16 2 3 145 18 1/8 X 57 19/32 2 15 18 1/8 X 64 5/16 2 4 16 18 1/8 X 73 5/16 2 4 1H2 25 1/2 X 28 9/16 2 2 1H3 25 1/2 X 40 15/16 2 3 1H4 25 1/2 X 53 3/16 2 3 1H45 25 1/2 X 58 13/16 2 3 1H5 25 1/2 X 65 9/16 2 4 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 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 4 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 quantities shown for the next larger sized Commodity Window. 3. Anchor spacing requirements for Commodity and Modular Size Windows shown on this sheet. 4. Dimensions given ore for half radius head units, full radius will be shorter. WINDOW WIDTH 1 ANCHOR SPACING (SEE BELOW WINDOW } HEIGHT I - FULL RADIUS SHOWN EQUALLY SPACE ANCHORS (TYP.) ANCHOR JL(,T6' MAX. -J SPACING YP.) (SEE BELOW) MAX. (TYP.) WINDOW WIDTH LH HALF RADIUS SHOWN, RH I WINDOW HEIGHT ANCHOR SPACING (SEE BELOW. I OPPOSITE EQUALLY SPACE ANCHORS (TYP.) ANCHOR La MAX. -J SPACING YP.) (SEE BELOW) 6' MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR HEAD SILL & JAMB ANCHOR SPACING (TO 70 PSF D.P.) WOOD SCREW: 24' D.C. MAX. (TYP.) -------------- NAIL: 7' O.C. MAX. FOR JAMBS AND 10' O.C. MAX. FOR HEAD & SILL Spacing applicobte to Cormodity Sizes shown in anchor chart and Modular Sizes. 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 FRAMING COMPONENT. 18) SPACING OF WOOD SCREWS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS. r NAILS: 19) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO THE TWO BY WOOD BUCK OR BUILD -DOWN STRUCTURAL FRAMING COMPONENT(GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272. 20) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 21) SPACING OF NAILS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING 7" O.C. SPACING FOR THE JAMBS AND 10" O.C. SPACING FOR THE HEAD AND SILL. DESIGN PRESSURE RATING & FBC REQUIREMENTS 22) IF EXACT WINDOW SIZE IS NOT LISTED IN WOOD SCREW ANCHOR CHART, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE. 23) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR WINDOW SIZES SHOWN IN CHART WITH SPACINGS SHOWN. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 24) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 25) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. Ev FLORIDA EXTRUDERS INTERNATIONAL, TT LANE B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD. FLORIDA C TITLE: INSTALLATION DETAIL W/48 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. IDWG.:FLEX0041 SHEET 2 OF 2 ONE BY WOOD BUCK BY OTHERS (NOTES 7 & 8) CAULK BETWEEN WINDOW FLANGE & WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD (TYP.) W.H. (WINDOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & ONE BY BUCK W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS SILL PAN FLASHING RECOMMENDED TWO BY WOOD FRAMING BY OTHERS (NOTE 6) INSTALLATION ANCHOR #10 WOOD SCREW (Note 11, 12 & 14) TWO BY WOOD FRAMING BY OTHERS (NOTE 6) CAULK BETWEEN ONE BY BUCK & TWO BY FRAMING BY OTHERS 1-3/8' MIN. EMBEDMENT I INSTALLATION ANCHOR #10 wnnD SCREW (Note 11 & 12) INSTALLATION ANCHOR FLANGE TYPE #10 WOOD WINDOW FRAME SCREW HEADER (Note 11 & 12) GLASS (TYP.) (SEE NOTES) B.H. SECTION A (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL SHIM AS REQ'D. 1/4' MAX. (SEE NOTES) B.W. (BUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD #10 WOOD SCREW BUCK BY OTHERS (Note ll & 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—g & WOOD BUCK CAULK W W BY OTHERS (WINDOW WIDTH) — IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1-3/8' MIN. yIEMBEDMENT AB A chor L cation ve Me ting Rai Below Mee tii Roil. FOR INSTALLATIONS UP TO 70 PSF INSTALL WINDOW WITH #10 WOOD SCREWS IN ALL FABRICATED INSTALLATION HOLES. INSTALL FRAME SILL WITH VULKEM 116 OR APPROVED EQUAL TO ONE BY BUCK. WW TWO BY I WOOD FRAMING CAULK BETWEEN BY OTHERS ONE BY BUCK & (NOTE 6) TWO BY FRAMING STUCCO BY OTHERS BY OTHERS ANCHOR INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK. OR APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS ISM AND 2000 SERIES SINGLE HUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, SILL AND JAMB TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES PER FBC, SECTION 1707.4.4.2 AND TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. 1-3/8' MIN. EMBEDMENT Disclaimer: The purpose of this installation drawing is to present the monulocturer's recommendotions for anchorage (i.e.. wood screws, nails and ABrn Vokestructural adhesivel to achieve the design pressure specified on the fenestration product as required by Florida Building Code, Section 1707.4.4, Anchorage Methods. Recommendations regarding (lashing. sealing, sealants or other joint sealant practices does not constitute a worronty either expressed or implied. ONE BY WOOD BUCK BY OTHERS (Buck dust be structurally attached to rr the Two By Wood Framing. L,; to See Note 14) a a (n z CAULK BETWEEN D Ck: ONE BY BUCK & W M W TWO BY FRAMING v W/ VULKEM 116 ADHESIVE CAULK, OR APPROVED EQUAL W a A m OJ CrL� D J W.H. F H I- ' ' VIEWED FROM EXTERIOR E K B G ELEVATION 7) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK 15 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) If 10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE STRUCTURAL FRAMING COMPONENTS AT THE HEAD AND JAMBS AS FOLLOWS: a) ONE BY WOOD BUCK ATTACHED TO STRUCTURAL TWO BY WOOD FRAMING (shown), b) TWO BY WOOD BUCK STRUCTURALLY ATTACHED TO STRUCTURAL TWO BY WOOD FRAMING (not shown), c) STRUCTURAL TWO BY WOOD FRAMING (not shown). 12) # 10 WOOD SCREWS SHALL BE INSTALLED AT ALL FACTORY APPLIED INSTALLATION FASTENER HOLE LOCATIONS. 13) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. 14) FRAME SILL WILL BE CAULKED/SEALED WITH VULKEM 116 OR APPROVED EQUAL. ONE BY WOOD BUCK AT SILL MUST BE STRUCTURALLY ATTACHED TO THE TWO BY WOOD FRAMING AS FOLLOWS. INSTALL A MINIMUM OF THREE (3) #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE STRUCTURAL FRAMING COMPONENTS AT A LOCATION 6" FROM EACH END OF THE WINDOW SILL'S FRAME AND AT A LOCATION AT THE MIDPOINT (+/- 2") ALONG THE WINDOW SILL'S WIDTH. DESIGN PRESSURE RATING & FBC REQUIREMENTS 15) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO +/- 70 PSF. 16) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 17) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 07.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. 2004 AP.EC 1 6 LIU4 REV DESCRIPTION DATE INI FLORIDA EXTRUDERS 2540 JEWETTALANEC CERTIFICATE OF AUTHORIZATION N0. 9235 SANFORD, FLORIDA A REVISE NOTES 3. 7, 9 do 17. ADDED NOTE 6 AND 8. RENUMBERED NOTES 10 TO 17. REVISED OR ADDED NOTE ILLUSTRATIONS AND REFERENCES. 12/ 19/03 RJA TITLE: INSTALLATION DETAIL - ONE BY ON TWO BY FRAME SGL. HUNG FLANGE WINDOWS - SERIES 1000, 1500 & 2000 B ADDED DISCLAIMER AND CLARIFIED LOCATION OF JAMB ANCHORS. 7/29/04 RJA DRAWN BY: JBH APPROVED BY: RJA DATE:7/29/04 SCALE: NTS DWG.: FLEX0048 CAULK BETWEEN ONE BY BUCK & TWO BY FRAMING BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK W.H. (WINDOW HEIGHT) 2x4, 2x6 or 2x8 WOOD FRAMING BY OTHERS (SEE NOTE 21) 1-3/8' MIN. EMBEDMENT SHIM AS REQ'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 SECTION A -A B.W. (BUCK WIDTH) SHIM AS REQ'D. 1/4' MAX. (SEE NOTES) GLASS (TYP.) (SEE NOTES) RIGID VINYL GLAZING BEAD FLANGE TYPE-` WINDOW FRAME CAULK BETWEEN WINDOW FLANGE & WOOD BUCK W.W. (WINDOW WIDTH) t 3/8' MIN. 2x4, 2x6 E BEDMENT or 2x8 O FRAMING BY OTHERS (SEE NOTE 21) SECTION B-B 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.W. A� SEE NOTE 10 FOR SPACING ELEVAT VIEWED FROM 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 B SEE NOTE 110 FOR SPACING 1 6" MAX. (TYP.) 6' MAX. (TYP.) ON EXTERIOR 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH SAME METHOD AS SHOWN AT HEAD. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. S) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) WINDOW UNITS CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. Disclaimer: The purpose of this installation drawing is to present the manufacturer's recommendations for anchorage (i.e., wood screws and nails), to achieve the design pressure A specified on the fenestration product as required by Flgri Bung Code Secfibri 1107.4.4. Anchorage Methods. Recommendations regarding flastmIg. eohng,;eafbnh'br other joint 1-3/8' MIN. sealant practices does not constitute a warranty either expressed or implied. EMBEDMENT r GUlicw l^J rf. �/1�c� Z!C REV DESCRIPTION DATE INI FLORIDA EXTRUDERS 12540NATIONALINC JEw TT LANE z C REVISED 12/ 19/03 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA MADDED Cr UJ 1NOTE 21 9&0. o z a W 1 .6 10� C ArrO ILLUSTRATION TITLE: INSTALLATION DETAIL - ONE BY ON TWO BY FRAME REFERENCES. ADDED NOTE 2x4, 2x6 or 2x8 WOOD FRAMING 'DCC CALL-OUT-10 ONE 8Y BUCK FIXED FLANGE WINDOW - SERIES 1000 & 2000 BY OTHERS (SEE NOTE 2I) m a o D ADDED DISCLAIMER. 7/29/0a DRAWN BY: JBH APPROVED BY: RJA RJA DATE:7/29/04 SCALE: NTS DWG.: FLEX0042 SHEET I 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 - IAMBS: 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. �ww-1 I SEE NOTE 10 FOR SPACING 6' MAX. (TYP_) 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 IAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. RE v FLORIDA EXTRUDERSINTERNATIONAL, ELANE B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE: INSTALLATION DETAIL — ONE BY ON TWO BY FRAME D FIXED FLANGE WINDOW — SERIES 1000 & 2000 DRAWN 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 v (NOTE It & 12) (OPTIONAL -NOTE 23) SHIM AS � p _ REQ'D (SEE 1 3/8' MIN. NOTES) _ PERIMETER EMBEDMENT CAULK BY SLIDING GLASS OTHERS -t/4' MAX. DOOR FRAME f SHIM SPACE JAMB CAULK BETWEEN ONE BY BUCK & TWO BY FRAMING BY OTHERS SECTION A -A CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2). SLIDING GLASS DOOR FRAME SILL 1/4' MAX SHIM SPACE 1 D � n a SHIM AS REQ'D (SEE NOTES) SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) CAULKING REQUIRED (SEE — NOTE 2). d o DOOR HEIGHT TEMPERED GLASS (TYP.) PERIMETER CAULK BY OTHERS S.G.D. WIDTH 0 1/4' MAX. SHIM SPACE 1 3/8' MIN. EMBEDMENT p 2x6 or 2x8 WOOD BY OTHERS a (SEE NOTE 6) 0 SECTION B-B D A 'ei EXTERIOR ELEVATION 1/2'A 2 PANEL DOOR SHOWN (SEE NOTES 8, 9 & 10) d n A a 1 D INSTALLATION ANCHOR D EMBEDMENT #8 WOOD SCREW W/PLASTIC 1-1/4' MIN. ANCHOR (TYP. WHERE TAPPERS ARE NOT REQ'D. INSTALLATION ANCHOR SEE NOTE 22) 3/16' DIA. TAPPER LIBERALLY APPLY CAULKING (NOTE 17) UNDER SILL OR SET SILL IN CONCRETE OR BED OF CONCRETE (SEE NOTE 2). MASONRY OPENING SHIM AS REQUIRED (SEE NOTE 1). BY OTHERS W� a °' t 60 Z W Z EC 1 6 2004 B n IJ 2X4, 2X6 OR 2X8 WOOD BY OTHERS <NOTE 6) INSTALLATION ANCHOR #10 WOOD SCREW (TYP.) (NOTE 23) (ANCHORS SHOWN IN SAME PLANE FOR CLARITY ONLY. HOOK STRIP ANCHOR HOLES CAULK BETWEEN SPACED 2' APART ON ONE BY BUCK & OPPOSITE FLANGES.) TWO BY FRAMING BY OTHERS SLIDING GLASS DOOR HOOK STRIP INSTALLATION ANCHOR #10 WOOD SCREW (NOTE 23) CAULK BETWEEN DOOR FLANGE TEMPERED & WOOD BUCK GLASS (TYP.) a CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS CAULK BETWEEN HOOK STRIP & a WOOD BUCK 1 3/8' MIN. EMBEDMENT (TYP.) 4 a a a 3/4' MAX. STUCCO BY OTHERS SLIDING GLASS DOOR INTERLOCK HDEIK 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 SILIODNIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 5) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4 AND THE ENGINEER OF RECORD'S DETAILS. 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SLIDING GLASS DOORS. (SEE SHEET 2 FOR CONTINUATION OF NOTES] Disclaimer: The purpose of this installation drawing is to present the monufacturer's recommendations for Aanchorage (i.e.. concrete screws, wood screws and nails) to achieve the design pressure specified on the fenestration product as required by floridc(Suilding Code. Section 1707.4.4. Anchorage Methods. Recommendations regarcong flashing, seopng,`sealants'orbtherjoint sealant, practices does not constitute a wanonty either expressed or im` - ( plied. REV DESCRIPTION DATE INI INTERNATIONAL, INC REWSEor+OTES r, z. s.6. n. 12• 12/18/03 RJA RErr5E0 RElArEO REFERENCES FLORIDA EXTRUDERS 2540 JEWETT LANE B rs. zs. n a sz •o/oR CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA NO/OR CEs uusm"loms..00Eo .arE 22 NO REIAWO uusrRAraRs. TITLE: SLIDING GLASS DOOR SOO, 1000 & 2000 o"`32 o°R�o REFERTO ENCEES To MASONRY INSTALLATION WITH STRUCTURAL `�*s. `CASED `""E`er `°R 90zz 3-vBUCK AND #10 SCREWS wrtt OOORS. C ADDED DISCLAIMER. 7/29/04 RJA DRAWN BY: JBH APPROVED BY: RJA DATE:7/29/04 SCALE: NT$ IDWG #: FLEX0043 SHEET I OF 2 h ANCHOR INSTALLATION CHART Nominal Door Size and Configuration Door Size REQUIRED QUANTITIES OF ANCHORS HEAD (#10 WS) SILL (TAPPER) JAMBS (#10 WS) HOOK STRIP (#10 WS) TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF TO 70 PSF TO 70 PSF 4068 XX, OX, XO 48 x 80 6 6 6 3 3 3 8 8 5068 XX. OX, XO 60 x 80 6 6 6 3 3 3 8 8 6068 XX, OX, XO 72 x 80 8 8 8 4 4 4 8 8 8068 XX, OX, XO 96 x 80 10 10 10 5 5 5 8 8 10068 XX OX XO 120 x 80 12 12 12 6 6 7 D1 8 8 5080 XX, OX, XO 60 x 96 6 6 6 3 3 3 10 10 6080 XX, OX, XO 72 x 96 8 8 8 4 4 4 10 10 8080 XX, OX, XO 96 x 96 10 10 10 5 5 5 10 10 10080 XX OX XO 120 x 96 12 12 12 6 6 7 D1 10 10 50100 XX, OX, XO 60 x 120 6 6 6 3 3 3 12 12 60100 XX, OX, XO 72 x 120 8 8 8 4 4 4 12 12 80100 XX OX XO 96 x 120 10 10 10 5 5 6 12 12 9068 OXO 109 1/8 x 80 12 12 12 6 6 6 8 8 12068 OXO 145 1/8 x 80 14 14 14 7 7 9 D2 8 8 15068 OXO 181 1/8 x 80 16 16 16 8 10 D2 11 D3 8 8 9080 OXO 109 1/8 x 96 12, 12 12 6 6 6 10 10 12080 OXO 145 1/8 x 96 14 14 14 7 1 8 D1 9 D2 10 10 15080 OXO 181 1/8 x 96 16 16 16 8 1 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 11 D3 8 8 9080 XXX 106 5/8 x 96 12 12 12 6 6 6 10 10 12080 XXX 142 518 x 96 14 14 14 7 1 8(DI) 9 D2 10 10 15080 XXX 178 5/8 x 96 16 16 16 8 1 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 119 518 x 80 12 12 12 6 6 7 131 8 8 12068 OXXO 143 5/8 x 80 14 14 14 7 7 8 131 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 5/8 x 96 14 14 14 7 8 D1 9 D2 10 10 16080 OXXO 191 518 x 96 18 18 18 9 12 133 14 05 10 10 100100 OXXO 119 5/8 x 120 12 12 12 6 6 7 D1 12 12 120100 OXXO 143 5/8 x 120 14 14 14 7 9 D2 10 D3 12 12 160100 OXXO 191 5/8 x 120 18 18 18 10 D7 13 134 16 137 12 12 10068 XXXX 117 1/4 x 80 12 12 12 6 6 6 8 8 12068 XXXX 141 114 x 80 14 14 14 7 7 8 D1 8 8 16068 XXXX 189 114 x 80 16 16 16 9 D1 10 D2 12 D4 8 8 10080 XXXX 117 114 x 96 12 12 12 6 6 7 D1 10 10 12080 XXXX 141 1/4 x 96 14 14 14 7 8 D1 9 D2 10 10 16080 XXXX 189 114 x 96 16 16 16 9 01 12 134 13 135 10 10 100100 XXXX 117 1/4 x 120 12 12 12 6 6 7 D1 12 12 120100 XXXX 141 1/4 x 120 14 14 14 7 8 D7 10 D3 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. "D1" THROUGH "D7" DESIGNATES IN WHICH SIZE & CONFIGUREATIONS TWO TAPPERS ARE REO'D. 2) "D1" MEANS, INSTALL TWO TAPPERS IN ONE SET OF INSTALLATION HOLES. 3) "D2" MEANS, INSTALL TWO TAPPERS IN TWO SETS OF INSTALLATION HOLES. 4) "D3" MEANS, INSTALL TWO TAPPERS IN THREE SETS OF INSTALLATION HOLES. 5) "134" MEANS, INSTALL TWO TAPPERS IN FOUR SETS OF INSTALLATION HOLES. 6) "135" MEANS, INSTALL TWO TAPPERS IN FIVE SETS OF INSTALLATION HOLES. 7) "D6" MEANS, INSTALL TWO TAPPERS IN SIX SETS OF INSTALLATION HOLES. 8) "137" 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 (cone) GENERAL INSTALLATION INSTRUCTIONS (cunt.) 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. 9) NOT ALL CONFIGURATIONS LISTED ON THE ANCHOR CHART ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS "A -A", "B-B" & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 10) FOR POCKET DOOR SIZES, USE CLOSEST BYPASS DOOR SIZE AND CONFIGURATION TO FINISHED OPENING. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 11) NON-STRUCTURAL ONE BY WOOD BUCK IS OPTIONAL. IF THE ONE BY WOOD BUCK IS USED, NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT. 12) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 11. 13) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 14) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 15) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 16) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES FOR # 10 WOOD SCREW AT 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 3/16" DIA. TAPPER CONCRETE SCREW (SILL): 17) WHERE DOOR IS INSTALLED ON A MASONRY OR CONCRETE SILL, USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 18) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR TAPPER QUANTITIES AND ADDITIONAL INSTALLATION REQUIREMENTS. 19) INSTALL ONE TAPPER IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR INSTALLATION CHART. 20) ALTERNATE TAPPER INSTALLATION ANCHORS FRONT TO BACK IN SILL FRAME MEMBERS. 21) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED. 22) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES IN THE SILL NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH "BANTAM PLUG" OR "FLUTED" PLASTIC ANCHORS MANUFACTURED BY POWERS FASTENING, INC. (OR EQUIVALENT) AND #10 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 1 IN. EMBEDMENT INTO THE CONCRETE OR MASONRY. #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK AND OPTIONAL NON-STRUCTURAL ONE BY WOOD BUCK - HEAD AND IAMBS): #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK - HEAD AND JAMBS): #10 WOOD SCREW (WITH A STRUCTURAL TWO BY WOOD BUCK FOR THE POCKET DOOR HOOK STRIP): 23) WHERE HEAD, JAMBS AND POCKET DOOR HOOK STRIP IS INSTALLED IN MASONRY OPENING WITH A COMBINATION OF STRUCTUAL TWO BY AND OPTIONAL NON-STRUCTURAL ONE BY WOOD BUCKS AS SHOWN OR DIRECTLY INTO TWO BY BUCK, USE #10 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK RECEIVING 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 QUANTITY 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,2540 A E ETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA B TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 MASONRY INSTALLATION WITH STRUCTURAL C BUCK AND #10 SCREWS DRAWN BY: JBH 1APPROVED BY: RJA DATE:7/29/04 SCALE: NTS JDWG #: FLEX0043 SHEET 2 OF 2 1000 S.H. JAMB (TYP.) 1000 S.H. JAMB (TYP.) 1000 S.H. JAMB (TYP.) 1 X 2 X 1/8 1000 S.H. TUBE MULLION JAMB (TYP.) B8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION 68 X 1-1/2 SELF TAPPING SMS SECTION A -A (1 ) 1 X 2 7/16 X 1/8 TUBE MULLION 1000 S.H. JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION B8 X 1-1/2 SELF TAPPING SMS SECTION A -A (3) 1 X 4 X 1/8 TUBE MULLION 1000 S.H. JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION D8 X 1-1/2 SELF TAPPING SMS SECTION A -A (5) 1 X 2 X 3/8 TUBE MULLION #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION 68 X 1-1/2 SELF TAPPING SMS SECTION A -A (2.) 1 X 2 7/16 X 3/8 TUBE MULLION 2 X 4 X 3/8 TUBE MULLION B8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION �— B8 X 1-1/2 SELF TAPPING SMS SECTION A -A (4) I X 4 X 3/8 TUBE MULLION 1000 S.H. JAMB (TYP.) ONE BY WOOD DETAIL C BUCK BY OTHERS CONCRETE OR MASONRY Q 1 1/4' MIN. - BY OTHERS EMBEDMENT Q INSTALLATION ANCHOR 3/16' DIA. TAPPER SCREW ANCHOR (TYP.) EXTERNAL MULLION INSTALLATION CLIP U TYPICAL MULLION TO CONCRETE 0 HEAD MULLION (APPLIES TO HEAD & SILL WHERE I " X 4' & 2" X 4" TUBE MULLIONS ARE USED) • For olternote sill DETAIL g #8 x Profiles where "Sill 112 Clip" is not suitoble. SELF it is occeptoble to INSTALLATION ANCHOR TAPPING use "Instollotion Clip" 3/16' DIA. TAPPER os shown in Detoil C SCREW ANCHOR (TYP.) SMS (with or w/o bucking). 48 X 1-1/2 SELF-- SEALANT BETWEEN TAPPING SMS WINDOW FLANGES & MULLION SECTION A -A (7) DETAIL C #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION �— #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (6) N8 SELF TAPPING SMS (TYP.) DETAIL B ELEVATION VIEWED FROM EXTERIOR M W .- co 3 0 _0 J z a) l QmCC v 00 0 N -._. C d C 0 �� T Un I /— x SILL CLIP Q 7 F1 1/4' MIN. EMBEDMENT Q PRECAST SILL BY OTHER AUXILIARY PLATE <FOR ADDITIONAL ANCHORS, WHEN REQUIRED) 0 j (D -- 0 MULLION —/ Q 1 s FLORIDA 'EXTRUDERS 12540 JEWE T 'LANE 0 SANFORD, FLORIDA TITLE: SER. 1000/ 1 S00 FLANGE SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH I APPROVED BY: WAB DATE:6/ 1 7/04 SCALE: NTS DWG.: 1 VMFLGZ 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 SERIES 1000 & CAPACITY CAPACITY 1 X2X3/8 1 X2X3/8 TUBE MULL TUBE MULL 2 ANCHORS 4 ANCHORS SECT. A -A 2 SECT. A -A 2 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES IN CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY 1 X2 7/16X1 /8 1 X2 7/16X1/81 X2 7/16X3/81 X2 7/16X3/8 1 X4X 1 /8 1 X4X 1 /8 TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS 4 ANCHORS 6 ANCHORS SECT. A -A 3 SECT. A -A 3 SECT. A -A 4 SECT. A -A 4 SECT. A -A 5 SECT. A-A(5) PSF CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A-A(6) CAPACITY 1 X4X3/8 TUBE MULL 6 ANCHORS SECT. A-A(6) CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A-A(7) 19 1 /8 X 26 19 1 /8 X 38 3/ 19 1 /8 X 50 5/8 19 1 /8 X 56 1/4 19 1 /8 X 63 336.52 209.72 131.23 94.13 65.97 732.42 317.66 131.23 94.13 65.97 336.52 209.72 152.75 127.29 89.21 692.83 429.55 177.46 127.29 89.21 336.52 209.72 152.75 135.81 97.48 732.42 456.46 193.92 139.09 97.48 336.52 209.72 152.75 135.81 119.85 732.42 456.46 271.83 194.97 136.64 791.81 493.47 359.41 319.55 282.02 1187.72 740.20 539.12 460.17 423.03 791.81 493.47 359.41 319.55 282.02 1187.72 740.20 539.12 479.33 423.03 1 187.72 740.20 539.12 479.33 423.03 12 13 14 145 15 16 19 1 /8 X 72 43.49 43.49 58.81 58.81 64.27 64.27 90.09 90.09 212.62 212.62 296.98 296.98 365.75 17 19 1 /8 X 84 26.96 26.96 36.45 36.45 39.83 39.83 55.84 55.84 131.79 131.79 184.08 184.08 294.03 26 1 /2 X 26 262.87 572.13 262.87 541.20 262.87 572.13 262.87 572.13 618.52 927.78 618.52 927.78 927.78 1 H2 1 H3 6 1 /2 X 38 3/8 26 1 /2 X 50 5/8 157.93 97.25 239.21 97.25 157.93 113.20 323.48 131.51 157.93 113.20 343.74 143.71 157.93 113.20 343.74 201.45 371.61 266.35 557.41 399.53 371.61 266.35 557.41 399.53 557.41 399.53 1 H4 69.43 93.89 93.89 100.17 102.59 100.17 143.81 235.70 339.42 235.70 353.55 353.55 1 H45 26 1 /2 X 56 1/4 69.43 1 H5 26 1 /2 X 63 48.44 48.44 65.51 65.51 71.58 71.58 88.01 100.34 207.10 236.83 207.10 310.65 310.65 31.79 42.99 42.99 46.98 46.98 65.86 65.86 155.44 155.44 217.11 217.11 267.38 1 H6 26 1 /2 X 72 31.79 19.62 19.62 26.53 26.53 28.99 28.99 40.64 40.64 95.93 95.93 133.99 133.99 214.02 1 H7 26 1 /2 X 84 471.75 216.75 471.75 216.75 471.75 216.75 471.75 510 765 510 765 765 22 37 X 26 216.75 185.12 122.22 250.32 122.22 266.00 122.22 266.00 287.57 431.36 287.57 431.36 431.36 23 7 X 38 3/8 122.22 24 37 X 50 5/8 73.34 73.34 85.36 99.17 85.36 108.37 85.36 151.91 200.86 301.29 200.86 301.29 301.29 245 37 X 56 1 /4 51.97 51.97 70.28 70.28 74.98 76.79 74.98 107.65 176.43 254.07 176.43 264.64 264.64 36.01 48.70 48.70 53.21 53.21 65.43 74.59 153.96 176.06 153.96 230.94 230.94 25 37 X 63 36.01 23.47 31.74 31.74 34.69 34.69 48.62 48.62 114.76 114.76 131.61 160.30 197.41 26 37 X 72 23.47 27 37 X 84 14.39 14.39 19.46 19.46 21.26 21.26 29.81 29.81 70.36 70.36 98.27 98.27 156.97 32 53 1 /8 X 26 191.61 417.04 191.61 394.49 191.61 417.04 191.61 417.04 450.85 676.28 450.85 676.28 676.28 33 53 1 /8 X 38 3/8 98.38 149.02 98.38 201.51 98.38 214.14 98.38 214.14 231.50 347.25 231.50 347.25 347.25 34 53 1 /8 X 50 5/8 56.23 56.23 65.45 76.04 65.45 83.09 65.45 116.47 154.00 231.01 154.00 231.01 231.01 345 53 1 /8 X 56 1/4 39.32 39.32 53.17 53.17 56.73 58.10 56.73 81.44 133.48 192.22 133.48 200.23 200.23 35 53 1/8 X 63 26.92 26.92 36.40 36.40 39.78 39.78 48.91 55.76 115.08 131.60 115.08 172.63 172.63 36 53 1 /8 X 72 17.34 17.34 23.45 23.45 25.62 25.62 35.92 35.92 84.77 84.77 97.21 1118.41 145.82 37 L53 1 /8 X 84 10.51 10.51 14.21 14.21 15.53 15.53 121.77 121.77 151.39 51.39 171.78 171.78 120.81 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REQUIRED AT EACH END USING 1 1/4" EMBEDMENT. B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING, ASTM E 1300 GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO GOVERN_ :. INTERNATIONAL, INC FLORIDA EXTRUDERS 2540 JEWETT LANE SANFORD FLORIDA TITLE: DES I G N PRESSURE CAPACITIES FLANGE VERTICAL MULLIONS - S E R . 1000 & 1500 DRAWN BY: J BH APPROVED BY: WA B DATE: 6/ 1 7/ 0 4 sCALE: F U L L DWG.: 1 V M F L G PG 2 I1000 S.N. JAMB (TYP.) 1 X 2 X 1/8 1000 S.H. TUBE MULLION JAMB (TYP.) #8 X 112 SELF TAPPING SMS �L SEALANT BETWEEN WINDOW FRAME & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (1 ) 1 X 2 7/16 X 1/8 1000 S.H. TUBE MULLION 1000 S.H. JAMB (TYP.) JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS �L SEALANT BETWEEN WINDOW FRAME & MULLION - #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (3� I X 4 X 1/8 TUBE MULLION JAMB (TYP.) I I I I JAMB 0C S.H. #8 X 1/2 SELF TAPPING SMS \� SEALANT BETWEEN WINDOW FRAME & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A-ASECTION A -A (S) 1 X2X3/8 TUBE MULLION #8 X 1/2 SELF TAPPING SMS 2 X 4 X 3/8 - SEALANT BETWEEN TUBE MULLION WINDOW FRAME & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (2� 1000 S.H. 1 X 2 7/16 X 3/8 JAMB (TYP.) TUBE MULLION #8 X 1/2 SELF TAPPING SMS �L SEALANT BETWEEN WINDOW FRAME & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (4 1 X 4 X 3/8 TUBE MULLION #8 X 1-1/2 SELF TAPPING SMS #8 X 1/2 SELF TAPPING SMS �— SEALANT BETWEEN WINDOW FRAME & MULLION �-- #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (6) 1 1/8' MIN. EMBEDMENT TWO BY WOOD DETAIL C BUCK BY OTHERS MULLION #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION SECTION A -A (7 ) DETAIL C #8 SELF TAPPING / SMS (TYP.) ELEVATION VIEWED FROM EXTERIOR r- M W a0 a-rcv NMLO 0310 m 1: ,_ z m Q +_N C U 00 0 N C "t o� v� DETAIL B FLORIDA 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 I " X 2" & 1 " X 2 7/ 16" TUBE MULLIONS ARE USED DETAIL B • For alternate sill profiles where "Sill Clip" is not suitable, it is acceptable to use "Installation Clip" as shown in Detail C. SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW <TYP.) SILL CLIP 1 1/8' MIN. EMBEDMENT I 1 ' VOOD FRAMING AUXILIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) 0 0 MULLION 0 EXTRUDERS INTERNATIONAL,2540 JEWE`I'T LANE SANPORD, PLORIDA TITLE: SER. 1 000/ 1 S00 FIN SHEET I OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF DESIGN PRESSURE CAPACITIES DRAWN BY: MSH IAPPROVED BY: WA B DATE:6/ 1 7/04 SCALE: NTS DWG.: I 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 X2X1/8 TUBE MULL 2 ANCHORS SECT. A -A 1 CAPACITY 1 X2X1 /8 TUBE MULL 4 ANCHORS SECT. A -A 1 CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A 2 CAPACITY 1X2 7/16X1/8 TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY 1X2 7/16X1/8 TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY 1X2 7/16X3/81X2 TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY 7/16X3/8 TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X1 /8 TUBE MULL 4 ANCHORS SECT. A-A(5) CAPACITY 1 X 4 X 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 5/8 91.61 129.63 91.61 178.41 91.61 183.23 91.61 183.23 183.23 274.84 183.23 274.84 274.84 145 18 1 /8 X 55 114 81.45 92.98 81.45 127.97 81.45 136.55 81.45 162.91 162.91 244.36 162.91 244.36 244.36 15 18 1 /8 X 62 65.16 65.16 71.88 89.68 71.88 95.70 71.88 135.52 143.77 215.66 143.77 215.66 215.66 16 18 1 /8 X 71 42.96 42.96 59.13 59.13 62.15 63.09 62.15 89.35 124.30 186.46 124.30 186.46 186.46 17 18 1 /8 X 83 26.63 26.63 36.65 36.65 39.11 39.11 52.64 55.38 105.29 128.92 105.29 157.94 157.94 1 H2 25 1 /2 X 25 157.66 315.32 157.66 315.32 157.66 315.32 157.66 315.32 315.32 472.98 315.32 472.98 472.98 1 H3 25 1 /2 X 37 3/8 94.72 189.44 94.72 189.44 94.72 189.44 94.72 189.44 189.44 284.17 189.44 284.17 284.17 1 H4 25 1 /2 X 49 5/8 67.89 96.07 67.89 132.22 67.89 135.79 67.89 135.79 135.79 203.68 135.79 203.68 203.68 1 H45 25 1 /2 X 55 1 /4 60.08 68.58 60.08 94.39 60.08 100.72 60.08 120.16 120.16 180.24 120.16 180.24 180.24 1 H5 25 1 /2 X 62 47.85 47.85 52.79 65.86 52.79 70.28 52.79 99.52 105.58 158.37 105.58 158.37 158.37 1 H6 25 1 /2 X 71 31.40 31.40 43.22 43.22 45.43 46.12 45.43 65.32 90.87 136.31 90.87 136.31 136.31 1 H7 25 1 /2 X 83 19.38 19.38 26.67 26.67 28.46 28.46 38.32 40.31 76.64 93.84 76.64 114.96 114.96 22 36 X 25 130 260 130 260 130 260 130 260 260 390 260 390 390 23 36 X 37 3/8 73.30 146.60 73.30 146.60 73.30 146.60 73.30 146.60 146.60 219.91 146.60 219.91 219.91 24 36 X 49 5/8 51.20 72.44 51.20 99.71 51.20 102.40 51.20 102.40 102.40 153.60 102.40 153.60 153.60 245 36 X 55 1 /4 44.97 51.33 44.97 70.65 44.97 75.39 44.97 89.94 89.94 134.91 89.94 134.91 134.91 25 36 X 62 35.57 35.57 39.24 48.96 39.24 52.24 39.24 73.98 78.49 117.73 78.49 117.73 117.73 26 36 X 71 23.19 23.19 31.91 31.91 33.54 34.05 33.54 48.22 67.09 100.64 67.09 100.64 100.64 27 36 X 83 14.21 14.21 19.56 19.56 20.88 20.88 29.56 29.56 56.21 68.83 56.21 84.32 84.32 32 52 1 /8 X 25 114.92 229.84 114.92 229.84 114.92 229.84 114.92 229.84 229.84 344.77 229.84 344.77 344.77 33 52 1 /8 X 37 3/8 59.01 118.02 59.01 118.02 59.01 118.02 59.01 118.02 118.02 177.03 118.02 177.03 177.03 34 52 1 /8 X 49 5/8 39.25 55.54 39.25 76.45 39.25 78.51 39.25 78.51 78.51 117.76 78.51 117.76 117.76 345 52 1 /8 X 55 1/4 34.02 38.84 34.02 53.45 34.02 57.04 34.02 68.05 68.05 102.07 68.05 102.07 102.07 35 52 1 /8 X 62 26.59 26.59 29.33 36.60 29.33 39.05 29.33 55.30 58.67 88.00 58.67 88.00 88.00 36 52 1 /8 X 71 17.13 17.13 23.57 23.57 24.78 25.15 24.78 --[21.59 35.62 49.56 74.34 49.56 74.34 74.34 37 52 1 /8 X 83 10.38 110.38 14.29 14.29 1 15.25 15.25 20.53 41.06 50.27 41.06 161.59 61.59 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR 18 WOOD SCREWS INTO WOOD FRAMING INTERNATIONAL, INC REQUIRED AT EACH END USING 1 1/8" EMBEDMENT. FLORIDA EXTRUDERS 2540 JEWETT LANE B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE SANFORD FLORIDA THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE OPENINGS DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. TITLE: DESIGN PRESSURE CAPACITIES FIN C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING, ASTM E 1300 GLASS LOAD RESISTANCE OR VERTICAL MULLIONS - S E R. 1000 & 1500 THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DRAWN BY: JBH APPROVED BY: WAB DESIGN PRESSURE TO GOVERN. DATE:6/ 1 7/04 SCALE: FULL DWG.: I VMF I N PG 2 1 X 2 X 3/8 TUBE MULLION DETAIL. 1000 S.H. JAMB (TYP.) 1 X 2 X 1/8 1000 S.H. TUBE MULLION JAMB (TYP.) #8 X 1/2 SELF #8 X 1/2 SELF 2 X 4 X 3/8 TAPPING SMS x W TAPPING SMS f TUBE MULLION --------- -------- \-- - --------- 1000 S.H. SEALANT BETWEEN SEALANT BETWEEN JAMB (TYP.) WINDOW FLANGES WINDOW FLANGES #8 X 1-1/2 SELF & MULLION & MULLION TAPPING SMS c 08 X 1-1/2 SELF TAPPING SMS SECTION A -A (1) SECTION A -A (2) l X 2 7/16 X 1/8 TUBE MULLION l000 S.N. 1000 S.H. JAMB (TYP.) JAMB <TYP.) #8 X 112 SELF TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES & MULLION & MULLION #8 X 1-1/2 SELF TAPPING SMS 1000 S.H. JAMB (TYP.) 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 (5) SECTION A -A (4) 1 X 4 X 1/8 TUBE MULLION 1000 S.H. JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN J/ SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES & MULL ION & MULLION 1 X 4 X 3/8 TUBE MULLION TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION INSTALLATION SCF #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES #8 X 1-1/2 SELF & MULLION TAPPING SMS SECTION A -A (7) #8 X 1/2 SELF - M TAPPING SMS d _NMefl 0 _Y 3 J Z m=L.L m c woo 00 `>.IEJ #8 X 1-1/2 SELF L- #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS U J �F(;TION A —A (5) SECTION A -A (6) #8 SELF ti r« L11U 8 SMS (TYP.) ELEVATION VIEWED FROM EXTERIOR 1 OR 2X MULL I INTERNAL CLIP -J I_-- IX OR 2X MULL (TYP.) • For alternate sill SECTION 0-8 profiles where "Sill Clip" is not suitable, it is INSTALLATION ANCHOR acceptoble to use [3/16' DIA. TAPPER "Installation Clip" SCREW ANCHOR <TYP.) as shown in IVMFLG. Detail C SILL CLIP (with or w/o bucking). Q 1 1/4' MIN. Q EMBEDMENT Q PRECAST SILL BY OTHER AUXILIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) O_ O MULLION 5: FLORIDA EXTRUDERSINTERNATIONAL, TLAVE SANFORD FLORIDA TITLE: SER. 1000/ 1500 FLANGE SHEET 1 OF 2 tF�c VERTICAL MULLION INTO HORIZONTAL 1 SEE OTHER SIDE ( SHEET 2 OF 2) FOR 1 DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: WAB Sjcinx: t DATE:6/ 1 7/04 SCALE: NTS DWG.: 1 VMHMFLG SERIES 1000 & 1500 FLANGE VERTICAL INTO HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE WINDOW TIP -TO -TIP SIZE 19 1 /8 X 26 19 1 /8 X 38 3/8 19 1 /8 X 50 5/8 19 1 /8 X 56 1/4 CAPACITY 1 X2X 1 /8 TUBE MULL 2/2 ANCHORS SECT. A -A 1 239.48 149.25 108.70 94.13 CAPACITY 1 X2X 1 /8 TUBE MULL 3/4 ANCHORS SECT. A -A 1 487.89 304.06 131.23 94.13 CAPACITY 1 X2X3/8 TUBE MULL 2/2 ANCHORS SECT. A -A 2 239.48 149.25 108.70 96.64 CAPACITY 1 X2X3/8 TUBE MULL 3/4 ANCHORS SECT. A -A 2 487.89 304.06 177.46 127.29 CAPACITY 1 X2 7/16X1/8 TUBE MULL 2/2 ANCHORS SECT. A -A 3 239.48 149.25 108.70 96.64 CAPACITY 1 X2 7/16X1/8 TUBE MULL 3/4 ANCHORS SECT. A -A 3 487.89 304.06 193.92 139.09 CAPACITY 1 X2 7/16X3/8 TUBE MULL 2/2 ANCHORS SECT. A -A 4 239.48 149.25 108.70 96.64 CAPACITY 1X2 7/16X3/8 TUBE MULL 3/4 ANCHORS SECT. A -A 4 487.89 304.06 221.46 194.97 CAPACITY 1 X4X1 /8 TUBE MULL 4/4 ANCHORS SECT. A -A 5 597.74 372.52 271.32 241.23 CAPACITY 1 X4X1 /8 TUBE MULL 4/6 ANCHORS SECT. A -A 5 795.69 495.89 361.17 321.12 CAPACITY 1 X4X3/8 TUBE MULL 4/4 ANCHORS SECT. A -A 6 597.74 372.52 271.32 241.23 CAPACITY 1 X4X3/8 TUBE MULL 4/6 ANCHORS SECT. A -A 6 795.69 495.89 361.17 321.12 CAPACITY 2X4X3/8 TUBE MULL 6/6 ANCHORS SECT. A -A 7 1187.72 740.20 539.12 479.33 12 13 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 6 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 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 H6 26 1 /2 X 72 31.79 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 95.93 133.49 133.99 214.02 314.25 154.25 314.25 154.25 314.25 154.25 314.25 385 512.5 385 512.5 765 22 37 X 26 154.25 23 37 X 38 3/8 86.97 177.19 86.97 177.19 86.97 177.19 86.97 177.19 217.09 288.98 217.09 288.98 431.36 24 37 X 50 5/8 60.75 73.34 60.75 99.17 60.75 108.37 60.75 123.76 151.63 201.84 151.63 201.84 301.29 245 7 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 36.01 46.56 48.70 46.56 53.21 46.56 74.59 116.22 154.71 116.22 154.71 230.94 25 37 X 63 36.01 26 37 X 72 23.47 23.47 31.74 31.74 34.69 34.69 39.80 48.62 99.35 114.76 99.35 132.25 197.41 27 37 X 84 14.39 14.39 19.46 19.46 21.26 21.26 29.81 29.81 70.36 70.36 98.27 98.27 156.97 32 53 1 /8 X 26 136.36 277.80 136.36 277.80 136.36 277.80 136.36 277.80 340.35 453.06 340.35 453.06 676.28 33 53 1 /8 X 38 3/8 70.01 142.64 70.01 142.64 70.01 142.64 70.01 142.64 174.76 232.63 174.76 232.63 347.25 34 53 1 /8 X 50 5/8 46.57 56.23 46.57 76.04 46.57 83.09 46.57 94.89 116.26 154.76 116.26 154.76 231.01 345 53 1 /8 X 56 1 /4 39.32 39.32 40.37 53.17 40.37 58.10 40.37 81.44 100.77 134.14 100.77 134.14 200.23 35 53 1 /8 X 63 26.92 26.92 34.80 36.40 34.80 39.78 34.80 55.76 86.87 115.65 86.87 115.65 172.63 36 53 1 /8 X 72 17.34 17.34 23.45 23.45 25.62 25.62 29.40 35.92 73.39 84.77 73.39 97.69 145.82 37 53 1 /8 X 84 10.51 110.51 14.21 14.21 15.53 15.53 21.77 21.77 51.39 51.39 60.80 71.78 1114.66 NOTES: / 1 1/4 A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY W" EMBEDMENT AT SILL AND #8 SCREWS INTO MULL 1/8" WALL ALUMINUM AT TOP. 8) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INOMOUAL WINDOW'S LABEL RATING, ASTM E 1300 GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO GOVERN. INTERNATIONAL, INC. FLORIDA EXTRUDERS 2540 JEWETT LANE SANFORD FLORIDA TITLE: DESIGN PRESSURE CAPACITIES FLANGE VERTICAL MULLIONS INTO HORIZONTAL - SER. 1000 & 1500 DRAWN BY: JBH APPROVED BY: WAB DATE:6/ 17/04 1SCALE: FULL DWG.: 1 VMHMFLG PG 2 1000 P.W./DESIGNER SILL (TYP.) LLA v •l i i "ELF I X 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION SEALANT BETWEEN-3 U \- #8 X 3/4 SELF WINDOW FLANGES � & MULLION 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A —A (1) & MULLION 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION \-#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES & MULL ION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES - #8 X 3/4 SELF & MULLION TAPPING SMS I X 4 X I/8 ��Vn // TUBE MULLION 95 -J, #8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (5� 1000 P.W./DESIGNER SILL (TYP.) LLI- i X 2 X 3/8 TUBE MULLION #8- X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (2) r1000 P.W./DESIGNER SILL (TYP.) ELF 1 X 2 7/16 X 3/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGE & MULLION #U X 3/4 SLLF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (4j 1000 P.W./DESIGNER SILL <TYP.) #8 X 3/4 SELF TAPPING SMS I X 4 X 3/8 1' �F-411 /I TUBE MULLION \— #8 X 3/4 SELF laoa S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (6) TYPICAL MULLION TO CONCRETE ® JAMB (APPLIES TO JAMB WHERE 1 " X 4" & 2" X 4" TUBE MULLIONS ARE USED) Q CONCRETE OR MASONRY BY OTHERS ONE BY WOOD BUCK BY OTHERS 0 DETAIL B INSTALLATION ANCHOR 3/16' DIA. TAPPER SCREW ANCHOR (TYP.) EXTERNAL MULLION INSTALLATION CLIP 1000 P.W./DESIGNER MULLION SILL (TYP.) 08 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8IF-Y,F-IL Q TUBE MULLION L1 1/4' MIN. EMBEDMENT �-- #8 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A —A (7) HEAD (TYP.) Wayne A. Block, P.E. 548 B Hwy 27 Clermont, FL 34711 FL License No. 52583 52L•83 N. DETAIL B ELEVATION VIEWED FROM EXTERIOR FLORMA EXTRUDERS I2540 JEi EETT 'LANE 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: MSH DATE: 6/ 17104 APPROVED BY SCALE: N T S DWG.: WAB ■w� IHMFLG —1�3 SERIES 1000 & 1500 FLANGE SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE WINDOW UNIT TIP -TO -TIP SIZE CAPACITY 1 X2X1 /8 TUBE MULL 2 ANCHORS SECT. A -A 1 CAPACITY 1 X2X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 1 CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A 2 CAPACITY IX2 7/16X1/8 TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY 1X2 7/16X1/8 TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY 1X2 7/16X3/81X2 TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY 7/16X3/8 TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X1 8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY 1 X4X1 /8 TUBE MULL 6 ANCHORS SECT. A -A 5 CAPACITY 1 X4X3 8 TUBE MULL 4 ANCHORS SECT. A -A 6 CAPACITY 1 X4X3 8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3 8 TUBE MULL 6 ANCHORS SECT. A -A 7 12+HC 19 1/8 X 35 9/16 839.88 1679.78 839.88 1511.80 839.88 1679.78 839.88 1679.78 1679.78 2519.66 1679.78 2519.66 2519.66 13+HC 19 1/8 X 47 15/16 635.96 1271.93 635.96 1144.74 635.96 1271.93 635.96 1271.93 1271.93 1907.91 1271.93 1907.91 1907.91 14+HC 19 1/8 X 60 3/16 512.73 1025.47 512.73 922.92 512.73 1025.47 512.73 1025.47 1025.47 1538.21 1025.47 1538.21 1538.21 145+HC 19 1/8 X 65 13/16 470.84 941.68 470.84 847.51 470.84 941.68 470.84 941.68 941.68 1412.53 941.68 1412.53 1412.53 15+HC 19 1/8 X 72 9/16 428.80 857.60 428.80 771.84 428.80 857.60 428.80 857.60 857.60 1286.40 857.60 1286.40 1286.40 16+HC 19 1/8 X 81 9/16 383.18 766.36 383.18 689.72 383.18 766.36 383.18 766.36 766.36 1149.54 766.36 1149.54 1149.54 17+HC 19 1/8 X 92 9/16 339.08 678.17 339.08 610.35 339.08 678.17 339.08 678.17 678.17 1017.26 678.17 1017.26 1017.26 1 H2+HC 26 1 /2 X 39 1/4 516.41 1032.83 516.41 929.54 516.41 1032.83 516.41 1032.83 1032.83 1549.24 1032.83 1549.24 1549.24 1 H3+HC 26 1 /2 X 51 5/8 407.78 815.57 407.78 734.01 407.78 815.57 407.78 815.57 815.57 1223.36 815.57 1223.36 1223.36 1 H4+HC 26 1 /2 X 63 7/8 335.12 670.25 335.12 603.22 335.12 670.25 335.12 670.25 670.25 1005.38 670.25 1005.38 1005.36 1 H45+HC 6 1 /2 X 69 1 / 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 1 /2 273.64 346.70 273.64 478.99 273.64 521.39 273.64 547.29 547.29 820.94 547.29 820.94 820.94 23+HC 37 X 56 7/8 253.51 321.20 253.51 443.75 253.51 483.03 253.51 507.02 507.02 760.54 507.02 760.54 760.54 24+HC 37 X 69 1/8- 212.98 269.85 212.98 372.81 212.98 405.81 212.98 425.97 425.97 638.95 425.97 638.95 638.95 245+HC 37 X 74 3/4 198.41 251.39 198.41 347.31 11183.37 198.41 378.05 198.41 396.83 396.83 595.25 396.83 595.25 595.25 25+HC 37 X 81 1 /2 183.37 232.32 183.37 320.97 349.38 183.37 366.74 366.74 550.11 366.74 550.11 550.11 26+HC 37 X 90 1/2- 166.53 210.99 166.53 291.49 166.53 317.30 166.53 333.06 333.06 499.59 333.06 499.59 499.59 27+HC 37 X 102 1 /2 148.36 187.97 148.36 259.69 148.36 282.68 148.36 296.72 296.72 445.09 296.72 445.09 445.09 32+HC 53 1/8 X 51 9/16 88.34 88.34 122.05 122.05 132.85 132.85 148.14 189.45 296.28 444.42 296.28 444.42 444.42 33+HC 53 1/8 X 63 15/16 78.25 78.25 108.11 108.11 117.68 117.68 131.02 167.82 262.04 393.06 262.04 393.06 393.06 34+HC 53 1/8 X 76 3/16 74.77 74.77 103.30 103.30 112.44 112.44 125.12 160.35 250.25 375.37 250.25 375.37 375.37 345+HC 53 1/8 X 81 13/16 72.20 72.20 99.75 99.75 108.58 108.58 120.77 154.83 241.55 362.32 241.55 362.32 362.32 35+HC 53 1/8 X 88 9/16 67.38 67.38 93.08 93.08 101.33 101.33 112.62 144.49 225.25 337.88 225.25 337.88 337.88 36+HC 53 1/8 X 97 9/16 61.87 61.87 85.48 85.48 93.04 93.04 103.33 132.68 206.67 310.00 206.67 310.00 310.00 37+HC 53 1/8 X 109 9/16 55.79 55.79 77.07 77.07 83.90 83.90 93.09 119.64 186.18 279.28 186.18 279.28 279.28 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REQUIRED FLORIDAEXTRUDERS INTERNATIONAL, INC AT EACH ENO USING 1 1/4" EMBEDMENT. 2540 JEWETT LANE B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED C9 1.5 X DESIGN PRESSURE PER 1707.4.5.4_ USE THE SANFORD FLORIDA OPENING'S DESIGN PRESSURE WITf-IOUT 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 WINDOWS 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: J BH APPROVED BY: WA B DESIGN PRESSURE TO GOVERN. DATE:6/ 17/O4 SCALE: FULL Dwc. - -I PG 2 1000 P.W./DESIGNER SILL (TYP.) SELF MS I X 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION SEALANT BETWEEN-J U #8 X 3/4 SELF WINDOW FLANGES TAPPING SMS & MULLION 1000 S.H. HEAD (TYP.) SEALANT WINDOW FBLA GESN SECTION A —A (1) & MULLION 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS Ul 1 X 2 7/16 X I/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION 0 \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A 1, WINDOW FLANGES & MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES & MULLION #8 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 r ir—iii TUBE MULLION 1000 P.W./DESIGNER SILL (TYP.) SELF HS AUXILIARY PLATE (FOR ADDITIONAL ANCHORS. WHEN REQUIRED) DETAIL C 1 X 2 X 3/8 TUBE MULLION MULLtOhI VA SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (2) r1000 P.W./DESIGNER SILL (TYP.) , j SELF 01S -- I X 2 7/16 X 3/8 TUBE MULLION I SEALANT BETWEEN _ WINDOW FLANGE & MULLION 3/A SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (4) r1000 P.W./DESIGNER SILL <TYP.) f #8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 � rv--al I /// TUBE MULLI❑N `— #8 X 3/4 SELF \—#8 X 3/4 SELF 1000 S.N. TAPPING SMS 1000 S.H. TAPPING SMS HEAD (TYP.) HEAD (TYP.) SECTION A —A (S) 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 TO HEAD & SILL WHERE 1 " X 4 & 2" X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULL ION DETAIL C� l L1 1/8' MIN. EMBEDMENT ELEVATION DETAIL 6 For olternote profiles where "Horizontol Clip" is not suitable. \—#8 X 3/4 SELF it is occeptoble TAPPING SMS to use t000 S.H. SECTION A —A (7) "Instollotion Clip"os shown in HEAD <TYP.) Detail C. Woyne A. Block. P.E. 548 B Hwy 27 Clermont, FL 34711 FL License No. 52583 ,2:),_S LU VIEWED FROM EXTERIOR APPLIES TO HEAD & SILL WHERE I" X 2" & 1 " X 2 7/16" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 48 WOOD SCREW CYP.) : HORIZ. CLIP 1 1/8, MIN. EMBEDMENT FLORIDA EXTRUDERS 2540 JEWETT LAN INTERNATIONAL, INC. RIDA TITLE: SER. 1000/ 1500 FIN 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: NTS DWc.: I HMF I N SERIES 1000 & 1500 FIN SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF UNIT CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY 7/16X3/81 CAPACITY X2 7/16X3/8 CAPACITY 1 X4X1 /8 CAPACITY 1 X4X 1 /8 CAPACITY 1 X4X3/8 CAPACITY 1 X4X3/8 CAPACITY 2X4X3/8 WINDOW WINDOW 1 X2X 1 /8 1 X2X1 /8 i X2X3/8 1 X2X3/8 1 X2 7/16X1/8 1 X2 7/16X1/81X2 CALL BUCK TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL 6 ANCHORS TUBE MULL 4 ANCHORS TUBE MULL 6 ANCHORS TUBE MULL 6 ANCHORS SIZE SIZE 18 1/8 X 34 9/16 18 1/8 X 46 15/16 2 ANCHORS SECT. A -A 1 428.17 324.21 4 ANCHORS SECT. A -A 1 856.35 648.43 2 ANCHORS SECT. A -A 2 428.17 324.21 4 ANCHORS SECT. A -A 2 856.35 648.43 2 ANCHORS SECT. A -A 3 428.17 324.21 4 ANCHORS SECT. A -A 3 856.35 648.43 2 ANCHORS SECT. A -A 4 428.17 324.21 4 ANCHORS SECT. A -A 4 856.35 648.43 4 ANCHORS SECT. A -A 5 856.35 648.43 SECT. A -A 5 1284.53 972.65 SECT. A -A 6 856.35 648.43 SECT. A -A 6 1284.53 972.65 SECT. A-A(7 1284.53 972.65 12+HC 13+HC 18 1/8 X 59 3/16 18 1/8 X 64 13/16 18 1/8 X 71 9/16 18 1/8 X 80 9/16 18 1/8 X 91 9/16 261.39 240.03 218.60 195.34 171.07 522.79 480.07 437.20 390.69 342.15 261.39 240.03 218.60 195.34 171.07 522.79 480.07 437.20 390.69 342.15 261.39 240.03 218.60 195.34 171.07 522.79 480.07 437.20 390.69 342.15 261.39 240.03 218.60 195.34 171.07 522.79 480.07 437.20 390.69 342.15 522.79 480.07 437.20 390.69 342.15 784.18 720.11 655.81 586.04 513.23 522.79 480.07 437.20 390.69 342.15 784.18 720.11 655.81 586.04 513.23 784.18 720.11 655.81 586.04 513.23 14+HC 145+HC 15+HC 16+HC 17+HC 1 H2+HC 25 1 /2 X 38 1/4 263.27 207.89 526.54 415.78 263.27 207.89 526.54 415.78 263.27 207.89 526.54 415.78 263.27 207.89 526.54 415.78 526.54 415.78 789.81 623.67 526.54 415.78 789.81 623.67 789.81 623.67 1 H3+HC 25 1 /2 X 50 5/8 1 H4+HC 5 1 /2 X 62 7/8 170.84 341.69 170.84 341.69 170.84 341.69 170.84 341.69 341.69 512.54 341.69 512.54 512.54 1 H45+HC 25 1 /2 X 68 1 /2 25 1 /2 X 75 114 157.92 144.78 315.85 289.57 157.92 144.78 315.85 289.57 157.92 144.78 315.85 289.57 157.92 144.78 315.85 289.57 315.85 289.57 473.78 434.36 315.85 289.57 473.78 434.36 473.78 434.36 1 H5+HC 260.65 230.02 130.32 115.01 260.65 230.02 130.32 115.01 260.65 230.02 130.32 115.01 260.65 230.02 260.65 230.02 390.98 345.04 260.65 230.02 390.98 345.04 390.98 345.04 1 H6+HC 25 1 /2 X 81 1/4 130.32 115.01 1 H7+HC 25 1 /2 X 96 1/4 36 X 43 1 /2 36 X 55 7/8 139.50 129.24 279.01 258.48 139.50 129.24 279.01 258.48 139.50 129.24 279.01 258.48 139.50 129.24 279.01 258.48 279.01 258.48 418.51 387.72 279.01 258.48 418.51 387.72 418.51 387.72 22+HC 23+HC 217.16 108.58 217.16 108.58 217.16 108.58 217.16 217.16 325.74 217.16 325.74 325.74 24+HC 36 X 68 1/8 108.58 245+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 93.48 186.96 186.96 280.44 186.96 280.44 280.44 169.79 84.89 169.79 84.89 169.79 84.89 169.79 169.79 254.69 169.79 254.69 254.69 26+HC 36 X 89 1 /2 84.89 75.63 151.27 75.63 151.27 75.63 151.27 75.63 151.27 151.27 226.90 151.27 226.90 226.90 27+HC 36 X 101 1 /2 32+HC 52 1/8 X 50 9/16 74.52 87.63 74.52 122.28 74.52 130.48 74.52 149.05 149.05 223.57 149.05 223.57 223.57 33+HC 52 1/8 X 62 15/16 66.01 77.62 66.01 108.31 66.01 115.58 66.01 132.02 132.02 198.04 132.02 198.04 198.04 34+HC 52 1/8 X 75 3/16 63.07 74.16 63.07 103.49 63.07 110.44 63.07 126.15 126.15 189.23 126.15 189.23 189.23 345+HC 52 1/8 X 80 13/16 60.90 71.61 60.90 99.93 60.90 106.64 60.90 121.81 121.81 182.72 121.81 182.72 182.72 35+HC 52 1/8 X 87 9/16 56.84 66.83 56.84 93.26 56.84 99.52 56.84 113.68 113.68 170.52 113.68 170.52 170.52 36+HC 52 1/8 X 96 9/16 52.19 61.37 52.19 85.64 52.19 91.38 52.19 104.38 104.38 156.58 104.38 156.58 156.58 37+HC 52 1/8 X 108 9/16 47.06 55.34 47.06 77.22 47.06 82.40 47.06 94.12 94.12 141.19 94.12 141.19 141.19 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR #8 WOOD SCREWS INTO WOOD FRAMING FLORIDA EXTRUDER S 2540 JEWETT LANE REQUIRED AT EACH END USING 1 1/8" EMBEDMENT. SANFORD, FLORIDA 8) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE INTERNATIONAL, INC. ITITLE:DESIGN 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. PRESSURE CAPACITIES F I N C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER HORIZONTAL MULLIONS - SER. 1000 & 1 500 OF EACH INDIVIDUAL WINDOW'S LABEL RATING, ASTM E 1300 GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION, DRAWN BY: MSH APPROVED BY: WAB EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DATE: 6/ 1 7/O4 SCALE: FULL DWG.: I HMF I N PG 2 DESIGN PRESSURE TO GOVERN. SEALANT BETWEEN WINDOW FLANGES & MULLION 1000 P.W./DESIGNER F_ SILL (TYP.) #8 X 3/4 SELF \ TAPPING SMS I 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 I X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION \_#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES & MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES #8 X 3/4 SELF & MULLION TAPPING SMS t X 4 X 1/8 RorufrnF-11 TUBE MULLION \_#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (5� 1000 P.W./DESIGNER SILL (TYP.) =LF I X 2 X 3/8 TUBE MULLION ,. .I/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (2) r1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGE SELF & MULLION I X 2 7/16 X 3/8 TUBE MULLION 1;8 X J/4 JLLr 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (4) 1000 r P.W./DESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS I X 4 X 3/8 rlFull /// TUBE MULLION \_#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (6) TYPICAL MULLION TO CONCRETE ® JAMB (APPLIES TO JAMB WHERE I " X 4" & 2" X 4" TUBE MULLIONS ARE USED) Q 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS CONCRETE OR MASONRY BY OTHER-S ONE BY WOOD BUCK BY OTHERS Q 2 X 4 X 3/8 TUBE MULLION I\_#8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYP.) SECTION A -A (7) Woyne A. Block, P.E. 548 B Hwy 27 Clermont, FL 34711 FL License No. 52583 DETAIL B INSTALLATION ANCHOR 3/16' DIA. TAPPER SCREW ANCHOR (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION I---- 1 1/4' MIN. EMBEDMENT DETAIL B-,, ELEVATION VIEWED FROM EXTERIOR FLORTDA EXTRUDERSI2540JEWE LINC ANE SANFORD FLORIDA �I_..SER. 1000/1500 FLANGE SHEET I OF 2 TWIN HORIZONTAL MULLION SECTIONS SEE OTHER S I DE ( SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: WA B DATE:6/ 1 7/04 SCALE: N T S DWG.: 1 HMFLGTW' J SERIES 1'000 & 1500 FLANGE TWIN SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE WINDOW UNIT TIP -TO -TIP SIZE CAPACITY 1 X2X 1 /8 TUBE MULL 2 ANCHORS SECT. A -A(]) CAPACITY 1 X2X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 1 CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS CT. -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 1 X2 7/16X1/ TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY 1 X2 7/16X.3/ TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY 1 X2 7/16X3/ TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY 1 X4X 1 /8 TUBE MULL 6 ANCHORS SECT. A -A 5 CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A-A(§j CAPACITY 1 X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 7 TW12+HC 38 1/4 X 45 1/8 1 257.89 305.18 1285.77 257.89 421.62 1394.81 257.89 458.94 1429.76 257.89 515.78 515.78 773.67 1724 1 515.78 773.67 773.67 TW13+HC 38 1/4 X 57 1/2 241.49 241.49 241.49 241.49 482.98 482.98 47 482.98 72A_A7 79A A7 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 TW 17+HC 38 1/4 X 103 1/8 142.17 168.24 142.17 232.43 142.17 253.01 142.17 284.34 284.34 426.51 284.34 426.51 426.51 TW1 H2+HC 53 X 52 1 /2 89.12 89.12 123.13 123.13 134.03 134.03 146.76 191.13 293.53 440.30 293.53 440.30 440.30 TW1 H3+HC 53 X 64 7/8 78.96 78.96 109.09 109.09 118.75 118.75 130.03 169.34 260.07 390.11 260.07 390.11 390.11 TW1H4+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 TWlH45+HC 53 X 82 3/4 72.76 72.76 100.57 100.57 109.47 109.47 119.87 156.11 239.75 359.63 239.75 359.63 359.63 TW1 H5+HC 53 X 89 1 /2 67.93 67.93 93.85 93.85 102.15 102.15 1 1 1.86 145.67 223.73 335.59 223.73 335.59 335.59 TW1 H6+HC 53 X 98 1 /2 62.37 62.37 86.17 86.17 93.79 93.79 102.71 133.75 205.42 308.13 205.42 308.13 308.13 TW1 H7+HC 53 X 110 1 /2 56.23 56.23 77.69 77.69 87.57 87.57 92.61 120.60 185.22 277.83 185.22 277.83 277.83 TW22+HC 74 X 63 25.78 25.78 35.61 35.61 38.77 38.77 55.28 55.28 130.41 130.41 167.34 184.26 251.01 TW23+HC 74 X 75 3/8 22.47 22.47 31.04 31.04 33.79 33.79 48.18 48.18 113.66 113.66 145.84 160.59 218.77 TW24+HC 74 X 87 5/8 20.62 20.62 28.48 28.48 31.00 31.00 44.22 44.22 104.30 104.30 133.84 147.37 200.76 TW245+HC 74 X 93 1/4 20.09 20.09 27.75 27.75 30.21 30.21 43.08 43.08 101.62 101.62 130.40 143.58 195.60 TW25+HC 74 X 100 19.66 19.66 27.17 27.17 29.57 29.57 42.71 42.17 99.48 99.48 127.65 140.56 191.48 74 X 109 19.42 19.42 26.83 26.83 29.20 29.20 41.64 41.63 98.23 98.23 126.05 138.79 189.08 ITW26+HC TW27+HC 74 X 121 18.00 18.00 24.87 24.87 27.07 27.07 38.60 38.60 91.06 91.06 116.85 128.66 175.27 TW32+HC 106 1/4 X 79 1/8 6.72 6.72 9.29 9.29 10.11 10.11 14.42 14.42 34.02 34.02 48.07 48.07 78.07 TW33+HC 106 1/4 X 91 1 /2 5.89 5.89 8.14 8.14 8.86 8.86 12.63 12.63 29.80 29.80 42.11 142.11 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 16.60 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 14.61 6.36 6.36 6.93 6.93 9.88 9.88 23.32 23.32 32.94 32.94 53.50 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REOUIRED FLORIDAEXTRUDERS INTERNATIONAL, INC. AT EACH END USING 1 1/4- EMBEDMENT. 2540 JEWETT LANE B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE SANFORD FLORIDA OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. TITLE: DESIGN PRESSURE CAPACITIES FLANGE C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING, ASTM E1300 GLASS LOAD RESISTANCE OR HORIZONTAL MULLIONS - SER. 1000 & 1 500 THE LOAD RATING OF THE MULLION PER THIS DRAWING. WHEN CHOSING A MULLION. EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DRAWN BY: JBH APPROVED BY: WAB DESIGN PRESSURE TO GOVERN. DATE: 6/ 1 7/ 0 4 SCALE: FULL DWG.: I H M F L G T W P G 2 1000 P.W./DESIGNER SILL (TYP.) un v -11, SELF MS I X 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION SEALANT BETVCENJ U #8 X 3/4 SELF WINDOW FLANGES & MULLION \— 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1) & MULLION r1000 P.W./DESIGNER SILL (TYP.) r B8 X 3/4 SELF TAPPING SMS % 1 X 2 7/16 X I/8 4VWF— nF1 / TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION #8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES & MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES & MULLION B8 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 TUBE MULLION 98 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (5) 1000 P.W./DESIGNER SILL <TYP.) Yn v n SELF MS AUXILIARY PLAT (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) O 1 X 2 X 3/8 TUBE MULLION MULLION - 0 R� .. 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (2) r1000 P.W./DESIGNER SILL (TYP.) ^ r SELF is SEALANT BETWEEN WINDOW FLANGE & MULLION 2 7/16 X 3/8 E MULLION . 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (4) 1000 P.W./DESIGNER SILL (TYP.) B8 X 3/4 SFLF TAPPING SMS t X 4 X 3/8 IrIF`11 /I TUBE MULLIOP \— 118 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (6) O 1000 P.W./DESIGNER SILL (TYP.) DETAIL C TWO BY WOOD BUCK BY OTHER a8 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 vu II TUBE MULLION #8 X 3/4 SELF \ TAPPING SMS — 1000 S.H. SECTION A — A (7) HEAD (TYP.) Wayne A. Block, P.E. 548 8 Hwy 27 Clermont, FL 34711 FL License No. 52583 APPLIES TO HEAD & SILL WHERE I" X 4" & 2" X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR a8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION DETAIL C� 1 1 1---- 1 1/8, M [ I EMBEDMEN ELEVATION VIEWED FROM EXTERIOR DETAIL B APPLIES TO HEAD & SILL WHERE 1" X 2" • For alternate & I" X 2 7/16" TUBE MULLIONS ARE USED profiles where "Horizontal Clip" is SHEATHING not suitable. it is acceptable to use (nstollotion Clip" as ALLATION ANCHOR FR F�� shown in Detail C. WOOD SCREW .) ORIZ. CLIP 11/8' MIN. EMBEDMENT FLORIDA EXTRUDERS INTERNATIONAL, LANE SANFORD. FLORIDA TITLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: M S H DATE: 6 / 17 / 0 4 APPROVED BY: WA B SCALE: N T S DWG.: 1 HMF I NTW SERIES 1000 & 1500 FIN TWIN SINGLE HUNG WITH TRANSOM -HORIZONTAL DESIGN -PRESSURE CAPACITIES ` IN PSF WINDOW CALL SIZE WINDOW UNIT BUCK SIZE CAPACITY 1 X2X 1 /8 TUBE MULL 2 ANCHORS -A CAPACITY 1 X2X 1 /8 TUBE MULL 4 ANCHORS SEC A- CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS - CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A-A CAPACITY I X2 7/16X1 / TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY I X2 7/16X1 / TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY I X2 7/16X3/ TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY 1 X2 7/16X3/ TUBE MULL 4 ANCHORS SECT. A -A a CAPACITY 1 X4X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY 1 X4X 1 /8 TUBE MULL 6 ANCHORS SECT. A -A 5 CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A -A 6 CAPACITY 1 X4X3./8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 7 TW12+HC 37 1/4 X 44 1/8 131.47 262.94 131.47 262.94 131.47 262.94 131.47 262.94 262.94 394.42 262.94 394.42 394.42 TW13+HC 37 1/4 X 56 1/2 123.11 246.22 123.11 246.22 123.11 246.22 123.11 246.22 246.22 369.33 246.22 369.33 369.33 TWI 4+HC 37 1/4 X 68 3/4 103.66 207.33 103.66 207.33 103.86 207.33 103.86 207.33 207.33 311.00 207.33 311.00 31 1.00 TW145+HC 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 TW15+HC 37 1/4 X 81 1/8 89.40 178.80 89.40 178.80 89.40 178.80 89.40 178.80 178.80 268.21 178.80 268.21 268.21 TWI 6+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 TWIH2+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 TWI H3+HC 52 X 63 7/8 66.29 78.32 66.29 109.30 66.29 116.63 66.29 .132.58 132.58 198.87 132.58 198.87 198.87 TW1H4+HC 52 X 76 1/8 63.37 74.87 63.37 104.48 63.37 111.49 63.37 126.74 126.74 190.11 126.74 190.11 190.11 TWI "4s+"c 52 X 81 3/4 ' 61.11 72.20 61.11 100.76 61.11 107.52 61.11 122.22 122.22 183.34 122.22 183.34 183.34 TWI 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 TWI H6+HC 52 X 97 1/2 52.36 61.86 52.36 86.33 52.36 92.12 52.36 1104.72 104.72 157.09 104.72 157.09 157.09 TWI 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 [6:0 9.81 F9.81 22.83 22.83 31.71 32.56 47.56 NOTES: _ A) NUMBER OF ANCHORS NOTED ARE FOR #8 WOOD SCREWS INTO WOOD FRAMING r INTERNATIONAL, INC. REQUIRED AT EACH END USING 1 1/8' EMBEDMENT. FLORIDA EXTRUDERS 2540 JEWETT LANE B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE; SANFORD FLORIDA THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THE OPENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART. _ TITLE: DESIGN PRESSURE CAPACITIES E I N C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER' OF EACH INDIVIDUAL WINDOW'S LABEL RATING. ASTM E 1300 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: J13H APPROVED BY: WAB DESIGN PRESSURE TO GOVERN. DATE: 6/ 17 / 0 4 SCALE: FULL DWG.: 1 H MF I N T W PG 2 SEALANT BETWEEN WINDOW FLANGES & MULLION 1000 P.W./DESIGNER f- SILL (TYP.) #8 X 3/4 SELF \ TAPPING SMS 1 X 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1) & MULLION 1000 P.W./DESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION \—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES & MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES #8 X 3/4 SELF & MULLION TAPPING SMS 1 X 4 X 1/8 TUBE MULLION r F--q-ql //' \--#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (5) 1000 P.W./DESIGNER SILL (TYP.) un v n /. c ELF i 1 X 2 X 3/8 TUBE MULLION X ,f/ 4 JtLt 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (2) WINDOW FLANGE & MULLION 1000 P.W./DESIGNER r SILL (TYP.) i� 'I/. C'1LF 1 X 2 7/16 X 3/8 TUBE MULLION " X '1/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (4) 1000 P.W./DESIGNER SILL (T.YP.) #8 X 3/4 SELF TAPPING SMS I X 4 X 3/8 r-YF-- `11 TUBE MULLION �-- #8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (6) TYPICAL MULLION TO CONCRETE ® JAMB (APPLIES TO JAMB WHERE I " X 4" & 2" X 4" TUBE MULLIONS ARE USED) Q CONCRETE OR MASONRY BY OTHERS 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS ONE BY WOOD BUCK BY OTHERS 2 X 4 X 3/8 TUBE MULLION \--#8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD <TYP.) SECTION A -A (7) Woyne A. Block, P.E. 548 B Hwy 27 Clermont, FL 34711 FL License No. 52583 52 3 - tip,\-• .J S� a DETAIL B INSTALLATION ANCHOR 3/16' DIA. TAPPER SCREW ANCHOR (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION Q /4' 1 t MIN. EMBEDMENT ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS I2540NJEWETT'LANE SANFORD. FLORIDA TITLE: SER. 1000/ 1500 FLANGE SHEET 1 OF 2 TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH IAPPROVED BY: WA B f� DATE:6/ 1 7/04 SCALE: NTS I DWG.: 1 HMFLGTR m Z: SERIES 1000 & 1500 FLANGE TRIPLE SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF WINDOW CALL SIZE WINDOW UNIT TIP -TO -TIP SIZE CAPACITY 1 X2X1 /8 TUBE MULL 2 ANCHORS SECT. A-A CAPACITY 1 X2X1 /8 TUBE MULL 4 ANCHORS SECT. A -A U1 CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A-A(2) CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SEC. A-A CAPACITY iX2 7/16X1/ TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY 1X2 7/16X 1 /11 TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY 1 X2 7/16X3/ TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY IX2 7/16X3/ TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X1 /8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY 1 X4X1 /8 TUBE MULL 6 ANCHORS SECT. A -A 5 CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A -A 6 CAPACITY 1 X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A-A(7 TR 12+TN 57 3/8 X 74 57.34 57.34 79.22 79.22 86.24 86.24 110.99 122.98 221.99 290.09 221.99 332.99 332.99 TR 13+TN 57 3/8 X 86 3/8 57 3/8 X 98 5/8 57 3/8 X 104 1/4 51.30 48.70 48.36 51.30 48.70 48.36 70.88 67.29 66.81 70.88 67.29 66.81 77.15 73.24 72.73 77.15 73.24 72.73 99.30 94.27 93.61 110.02 104.45 103.71 198.60 188.55 187.22 259.52 246.39 244.65 198.60 188.55 187.22 297.90 282.82 280.83 297.90 282.82 280.83 TR14+TN TR145+TN 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 TR 16+TN 57 3/8 X 120 42.74 42.74 59.04 59.04 64.27 64.27 82.72 91.65 165.45 216.20 165.45 248.17 248.17 TR 17+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 TRIH4+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 TRiH45+TN 79 1/2 X 104 1/4 14.46 14.46 19.98 19.98 21.75 21.75 31.20 31.20 73.17 73.17 103.38 103.38 162.85 TR 1 H5+TN 79 X 1 1 1 14.11 14.11 19.50 19.50 21.22 21.22 30.26 30.26 71.40 71.40 100.88 100.88 158.91 TR 1 H6+TN 79 1/2 X 120 79 1/2 X 132 13.84 13.36 13.84 13.36 19.12 18.45 19.12 18.45 20.82 20.82 20.09 29.69 28.65 29.69 28.65 70.03 67.58 70.03 67.58 98.95 95.49 98.95 95.49 155.87 150.43 TR 1 H7+TN 30.86 43.60 43.60 70.80 13.08 30.86 TR22+TN i1 1 X 74 6.10 6.10 8.42 8.42 F20.09 7 9.17 13.08 TR23+TN 111 X 86 3/8 5.30 5.30 7.33 7.33 7.98 7.98 11.38 11.38 26.85 26.85 37.93 37.93 61.60 TR24+TN 111 X 98 5/8 4.78 4.78 6.61 6.61 7.20 7.20 10.26 10.26 24.22 24.22 34.22 34.22 55.57 TR245+TN 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 111 X 120 4.24 4.24 5.86 5.86 6.38 6.38 9.10 9.10 21.48 21.48 30.35 30.35 49.28 TR27+TN 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 4.27 10.08 10.08 14.24 14.24 23.13 TR32+TN 159 3/8 X 74 1.99 1.99 2.75 2.75 2.99 2.99 4.27 TR33+TN 159 3/8 X 86 3/8 1.72 1.72 2.38 2.38 2.59 2.59 3.69 3.69 8.71 8.71 12.31 12.31 20.01 TR34+TN 159 3/8 X 98 5/8 1.53 1.53 2.12 2.12 2.31 2.31 3.29 3.29 7.77 7.77 10.98 10.98 17.84 TR345+TN 159 3/8 X 104 1/4 1.47 1.47 2.03 2.03 2.21 2.21 3.15 3.15 7.43 7.43 10.51 10.51 17.06 TR35+TN 159 3/8 X 111 1.40 1.40 1.93 1.93 2.10 2.10 3.00 3.00 7.09 7.09 10.01 10.01 16.26 TR36+TN 159 3/8 X 120 1.32 1.32 1.83 1.83 1.99 1.99 2.84 12.67 2.84 6.70 6.70 9.47 9.47 15.38 TR37+TN 159 3/8 X 132 1.24 1.24 1.72 1.72 1.87 1.87 2.67 6.30 6.30 8.90 8.90 14.45 NOTES: A) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REOUIREO 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 WINOOW'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 WINOOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DESIGN PRESSURE TO GOVERN. FLORIDA EXTRUDERS INTERNATIONAL, INC. 2540 JEWETT LANE SANFORD FLORIDA TITLE: DESIGN PRESSURE CAPACITIES FLANGE HORIZONTAL MULLIONS - SER. 1000 & 1500 DRAWN BY: JBH IAPPROVED BY: WAB DATE: 6/ 1 7/ 0 4 SCALE: FULL DWG-: I HM F L G T R PG 2 1000 P.W./DESIGNER SILL (TYP.) SELF MS I X 2 X 1/8 TUBE MULLION SEALANT BETWEEI WINDOW FLANGES & MULLION SEALANT BETWEEN-3 U #8 X 3/4 SELF WINDOW FLANGES TAPPING SMS 8 MULLION 1000 S.H. HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A —A (1) 6 NULLION 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- & MULLION \—q8 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 I SILL (TYP.) WINDOW FLANGES b MULLION #8 X 3/4 SELF TAPPING SMS Mr":::��q /I-- TUBE MULLION \—#8 X 3/4 SELF I000 s.H. TAPPING SMS HEAD (TYP.) SECTION A —A (5) 1000 P.W./DESIGNER SILL (TYP.) un v � 1. SELF 4S I X 2 X 3/8 TUBE MULLION . 3/A SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A 2) 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 3 v)TWF--y)F-11/ /- TUBE MULLION =ALANT BETWEEN INDOW FLANGE MULLION \-- #8 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 I X 4 X 3/8 TUBE MULLION \— #8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (6) AUXILIARY PLAT (FOR ADDITIONAL ANCHORS. WHEN REOUtRED) 0 � MULLION —/ 0 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS APPLIES TO HEAD & SILL WHERE I " X 4" DETAIL C & 2" X 4" TUBE MULLIONS ARE USED TWO BY WOOD BUCK BY OTHERS 2 X 4 X 3/8 TUBE MULLION #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 ]'�' L 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 SHEATHING alternate profiles where "Horizontal va rR G INSTALLATION ANCHOR Clip" is not u8 WOOD SCREW suitable, it is (TYP.) acceptable aE HORIZ. CLIP to use "Installation Clip" as shown in Detail C. I MIN. EMBEDEDnENr r-- A / t—_ A DETAIL B FLORIDA EXTRUDERS 2540 JEWETT LANE INTERNATIONAL, INC. SANFORD, FLORIDA A.�< TITLE: SER. 1000/ 1500 FIN SHEET I OF 2 TRIPLE HORIZONTAL MULLION SECTIONS Y _ ` SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES _�. 6 _ S� c DRAWN BY: M S H APPROVED BY: W A B _ DATE:6/ 1 7/04 ISCALE.NTS DWG.: I HMF I NTR SERIES 1000 & 1500 FIN TRIPLE SINGLE HUNG WITH TRANSOM HORIZONTAL DESIGN PRESSURE CAPACITIES IN PSF � WINDOW CALL SIZE WINDOW UNIT BUCK SIZE -CAPACITY 1 X2X 1 /8 TUBE MULL 2 ANCHORS SECT.A-A CAPACITY 1 X2X 1 /8 ' TUBE MULL 4 ANCHORS SECT. A -A i CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT A -A 2 CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A-A CAPACITY 1 X2 7/16X1 / TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY 1 X2 7/16X1 / TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY 1 X2 7/16X3/ TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY 1 X2 7/16X3/ TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 5 CAPACITY 1 X4X 1 /8 TUBE MULL 6 ANCHORS SECT. A -A 5 CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A -A 6 CAPACITY 1 X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 7 56 3/8 X 73 56 3/8 X 85 3/8 56 3/8 X 97 5/8 56.49 50.55 47.99 56.79 50.81 48.24 56.49 50.55 47.99 79.24 70.91 67.32 56.49 50.55 47.99 84.56 75.66 71.84 56.49 50.55 47.99 112.98 101.10 95.99 112.98 101.10 95.99 169.48 151.65 143.98 112.98 101.10 95.99 169.48 151.65 143.98 169.48 151.65 143.98 TR 12+TN TR 13+TN TR 14+TN 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 110 45.35 45.59 45.35 63.62 45.35 67.89 45.35 90.71 90.71 136.07 90.71 136.07 136.07 TR 16+TN 56 3/8 X 119 56 3/8 X 131 42.12 38.46 42.34 38.66 42.12 38.46 59.08 53.95 42.12 38.46 63.05 57.57 42.12 38.46 84.24 76.92 84.24 76.92 126.36 115.39 84.24 76.92 126.36 115.39 126.36 115.39 TR17+TN TR1 H2+TN TR1 H3+TN 8 1 /2 X 73 1 /2 X 85 3/8 F78 18.20 16.00 18.20 16.00 25.39 22.33 25.39 22.33 27.10 23.83 27.10 23.83 35.10 30.86 39.07 34.36 70.21 61.73 90.87 79.90 70.21 61.73 105.31 92.60 105.31 92.60 TR1 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 TRiH45+TN 78 1/2 X 103 1/4 1/2 X 110 14.30 13.96 14.30 13.96 19.96 19.48 19.96 19.48 21.30 20.79 21.30 20.79 27.59 26.93 30.71 29.97 55.19 53.86 77.43 69.71 55.19 53.86 82.78 80.79 82.78 80.79 TR1H5+TN TR 1 H6+TN TR1H7+TN8 P7E81/2X 119 1/2 X 131 13.69 13.21 13.69 13.21 19.11 18.44 19.11 18.44 20.39 19.68 20.39 19.68 26.41 25.49 29.40 28.38 52.83 50.99 68.38 65.99 52.83 50.99 42.88 79.25 76.48 42.88 79.25 76.48 TR22+TN 110 X 73 6.02 6.02 8.40 8.40 8.96 8.96 12.93 12.93 30.07 30.07 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 6.215_ 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 12.53 6.27 6.27 18-41 8.95 8.95 14.67 TR37+TN 158 3/8 X 131 1.18 11.18 1.64 1.64 1.75 1.75 2.53 5.89 5.89 8.41 13.79 A NUMBER OF ANCHORS NOTED ARE FOR 18 W000 SCREWS INTO WOOD FRAMING A ) NU 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-RATMG 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, INC. 2540 JEiNETT LANE SANFORD FLORIDA TITLE: DESIGN PRESSURE CAPACITIES I N HORIZONTAL MULLIONS - SER. 1000 & 1 500 n - DRAWN BY: .GBH APPROVED BY: WAB DATE:6/ 1 7/O4 SCALE: FULL DWG.: 1 HMF I NTR PG 2 t n , ENGINEERING PACKAGE BUILDER: PROJECT: MODEUB U 1LDIN G: � d?a �ti eqi f l � REVISION DATE: �z / /Wo / s 11/7/05-- wotp/m NEW LOAD: �C/o/ 9 p3) V) / Rcol g OL�1 6c—o/ P-661 CARPENTER CONTRACTORS OF AMERICA, INC. 3900 AVENUE G. N.W. WINTER IIAVEN, FLORIDA 33880 �' PH (800) 959-8806 FAX (941) 294-7934j— 0 f(-o /�W '!�_�j� LVL3 TJ•Beam(TM) 6.10 SeriYvNumber:70030 5,554 2 PcS Of 1 3/4" x 16" 1.9E Micronam® LVL User 2 121102004 1027.16 AM Paget Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Film 2 3' 21 X' Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member, Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 lave at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Ftoor(1.00) 727 273 1' 10" FT3 SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Upliftrrotal 1 Stud wall 3.50" 3.50" 370 / 164 / 0 / 533 A3: Rim Board 1 Ply 1 114" x 16" 0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 486 / 207 / 0 / 693 A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -681 422 10640 Passed (4%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 771 771 31114 Passed (2%) MID Span 1 under Floor loading Live Load Deft (in) 0,001 0.072 Passed (L'999+) MID Span 1 under Floor loading Total Load Deft (in) 0.002 0.144 Passed (L'999+) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" oic unless detailed otherwise. Proper attachment anc positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: 51.15 2289A,B Copyright O 2003 by Tres Joist, a Weyerhaeuser ElSine3a Microllame is a registered trademark of T-s Joist. F:'.J03\65467\LVL3.sms OPERATOR INFORMATION: At Snider Carpenter Contractors 3900 Ave G. N.W. Winter Haven , FL 33880 Phone : 863-294-6449 als@carpentercontractors. com 4"n LVL1 TJ-aeam(YM) 6. 1OserW ^Number: 7003006554 2 Pcs of 1 3/4" x 16" 1.9E Microllam® LVL User: 2 12/1012004 9.16:52 AM Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 2' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Ftoor(1.00) 240 204 17' 8" 2'6" BEAM SUPPORTS 9'4" ENTRY Uniform(plf) Floor(1.00) 0.0 110.0 0 To 19' 8" Adds To WALL Uniform(plf) Roof(1.25) 25.0 22.0 0 To 17' 8" Adds To F2 Uniform(plf) Roof(1.25) 40.0 34.0 0 To 19' 8" Adds To GABLE END LOAD SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift/Total 1 Stud wall 7.63' 7.63' 1472 12134 / 0 / 3605 2 Stud wall 3.50' 3.50' 1570 / 2185 / 0 / 3755 Detail Other A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim Boards A3: Rim Board 1 Ply 1 114" x 16" 0.8E TJ-Strand Rim BoardS -See TJ SPECIFIERS / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -3704 -2737 10640 Passed (26%) Fit. end Span 1 under Floor loading Moment (Ft-Lbs) 16438 13529 31114 Passed (43%) MID Span 1 under Floor loading Live Load Deft (in) 0.208 0.475 Passed (U999+) MID Span 1 under Root loading Total Load Deft (in) 0.508 0.949 Passed (U449) MID Span 1 under Roof loading -Deflection Criteria: STANDARD (LL:L1480,TL:L /240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: 5U5 2289A,B Copyright b 2003 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark or Trus Joist. r:\J03\65461\LVLl.sms OPERATOR INFORMATION: At Snider Carpenter Contractors 3900 Ave G. N.W. Winter Haven , FL 33880 Phone : 863-294-6449 ais@carpeniercontractors.com TJ•aearn(TV) 6.t0 Serial Number: 7003005554 User.2 12/102004 5:31:IS PM TS3 3 1/2" x 16" 1.7E TimberStrand@ LSL Pagel Engine Version;1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 360.0 135.0 0 To 5' Adds To J1 Uniform(plf) Floor(1.00) 313.0 118.0 0 To 5' Adds To J2 SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplitt/Total 1 Stud wall 3.50" 3.50" 1783 / 715 / 0 / 2497 A3: Rim Board 1 Ply 1 1 /4" x 16" 0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3,50" 1783 / 715 10 12497 A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 2331 -874 14933 Passed (6%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 2719 2719 31510 Passed (9%) MID Span 1 under Floor loading Live Load Deft (in) 0.008 0.117 Passed (L/999+) MID Span 1 under Floor loading Total Load Dell (in) 0.012 0,233 Passed (L/999+) MID Span 1 under Floor loading -Deflection Criteria: Specified(LL:L/480,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application. input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: KB HOME 3817C Copyright O 2003 by Trus Joist, a Weyerhaeuser Busir.ess TimbarStrande is a registered tredea,ark or Trus Joist. r:%J03\63520\TS3.3ms OPERATOR INFORMATION: At Snider Carpenter Contractors 3900 Ave G. N.W. Winter Haven . FL 33880 Phone:863-294.6449 als@carpentercontractors.com L ausincs TJ•Be"TLI) i 10 Serial Number. 7003DO5564 User: 2 1211M/ M 5:37:27 PM TS5 3 1/2" x 16" 1.7E TimberStrand® LSL Paget Engine Version:1.103 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 n 5. $------------ Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psi): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(ptf) Floor(1.00) 380.0 143.0 0 To 58" Adds To 19' TJI SPAN Uniform(ptf) Roor(1.00) 310.0 116.0 0 To 5' 8" Adds To 15'6" TJI SPAN J3 SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length live/Dead/Upiitt/Total 1 Stud wall 3.50" 3.50' 2068 / 827 / 0 / 2895 A3: Rim Board 1 Ply 1 1 /4" x 16" 0.8E TJ-Strand Rim BoardO 2 Stud wall 3.50" 3.50" 2068 / 827 / 0 12895 A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 2725 -1235 14933 Passed (8%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 3633 3633 31510 Passed (12%) MID Span 1 under Floor loading Live Load Deft (in) 0.013 0.133 Passed (U999+) MID Span 1 under Floor loading Total Load Dell (in) 0.018 0.267 Passed (L/999+) MID Span 1 under Floor loading -Deflection Criteria: Specified(LL:U480,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: KB HOME 3817C Copyright O 2003 by Trus Joist, a weyerhaeuser Business Timber5trandb is a regi ate red trademark of Trus Joist. F:\J03\63520\155.sms OPERATOR INFORMATION: Al Snider Carpenter Contractors 3900 Ave G. N.W. Winter Haven , FL 33880 Phone : 863-294-6449 als@carpentercontractors.com 4n -��+`vl LVL4 TJ•Beam(TM) 6.10 Serial N"! SU 2 PCs of 1 3/4" x 11 7/8" 1.9E Microllam® LVL User 2 12/10i2004 1023-57 AM Page, Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a. ,o Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member, Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psi): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 160.0 136.0 0 To 11' Adds To 16' ROOF SPAN Uniform(plf) Roof(1.25) 233.0 198.0 0 To 11' Adds To 23'4" ROOF SPAN SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50, 2381 / 1983 / 0 / 4364 A3: Rim Board 1 Ply 1 1 /4" x 11 7/8" 0.8E TJ-Strand Rim Boards 2 Stud wall 3.50" 3,50" 2381 / 1983 / 0 / 4364 A3: Rim Board 1 Ply 1 1/4" x 11 718" 0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Shear (Ibs) 4232 Moment (Ft-Lbs) 11285 Live Load Deft (in) Total Load Deft (in) Design Control Control -3347 9871 Passed(34%) 11285 22310 Passed (51 %) 0.154 0.267 Passed (U832) 0.282 0.533 Passed (U454) Location Rt. end Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads. and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMA170N: 5U5 2289A,B Copyright C 2003 by True Joist, a Weyerhaeuser Business Mi-11 b is a registered trademark of True Joist. F:\J03\65467\LVL4.sms OPERATOR INFORMATION: AI Snider Carpenter Contractors 3900 Ave G. N.W. Winter Haven , FL 33880 Phone : 863-294-6449 als@carpentercontractors.com TS2 N705TJ-Bea"KW) 610 SerialNumber 003554 3 I1Z x It) 1.7E TlmberStrand® LSL User: 2 12/10 20W 528:10 PM Paget Wine verwon:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Ftoor(1 .00) 360.0 135.0 0 To 10' 8" Adds To J1 Uniform(plf) Floor(1.00) 313.0 118.0 0 To 10' 8" Adds To J2 SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Deed/Uplift/Total 1 Plate on masonry wall 7.63" 7.63" 3866 / 1550 / 0 ; 5416 2 Stud wall 5.50" 5.50" 3740 / 1499 / 0 / 5239 R Product Diagram is Conceptual. Detail Other A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim BoardO A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim BoardO -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location = Shear (Ibs) 4906 j� -3449 14933 Passed (23%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 12048 12048 31510 Passed (38%) MID Span 1 under Floor loading Live Load Deft (in) 0.094 0.246 Passed (U999+) MID Span 1 under Floor loading Total Load Deft (in) 0.132 0.491 Passed (U892) MID Span 1 under Floor loading -Deflection Criteria: Specified(LL:U480,TL:U240). -Bracing(Lu): All compression edges (lop and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: KS HOME 3817C Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TimbezStrard0 is a registered trademark of Trus Joist. r:\J03\63520\TS2.sms OPERATOR INFORMATION: Al Snider Carpenter Contractors 3900 Ave G. N.W. Winter Haven, FL 33880 Phone:863-294-6449 als@carpentercontractors.com 4on�'��/ TS4 TJ-Bea"TM) 6.10 Serial Nur4w: 7700030 5'5� 3 1/2" x 16" 1.7E TimberStrand0 LSL @ 12" o/c Pagel User: 2 Engin'2W4 Version: °03 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 11 ❑, 2❑ Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pif) Floor(1.00) 360.0 135.0 0 To 11' Adds To J1 SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Upliftrrotal 1 Stud wall 3.50" 3.50" 2200 / 825 10 / 3025 A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim Boards& 2 Stud wall 3.50" 3.50" 2200 / 825 / 0 / 3025 A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): AT Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 2910 -2131 14933 Passed (14%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) T700 7700 32771 Passed (23%) MID Span 1 under Floor loading Live Load Deft (in) 0,066 0.265 Passed (U999+) MID Span 1 under Floor loading Total Load Doti (in) 0.090 0.529 Passed (U999+) MID Span 1 under Floor loading TJPro 72 30 Passed Span 1 -Deflection Criteria: Specified(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 8.47 PROJECT INFORMATION: KB HOME 3817C Copyright O 2003 by Trua Joist. a Weyerhaeuser ecsiress TimberStrande is s registered trademark or Trus Joist. F:\J03\63520\TS4.3ma OPERATOR INFORMATION: Al Snider Carpenter Contractors 3900 Ave G. N.W. Winter Haven, FL 33880 Phone : 863-294-6449 als@carpentercontractors.com A1`1(-;1_-IOR'AC AND TRI',S11,.R).A1 N-`T' oti, 1 THIS IS A DANGEROUS CONDITION — SHEATHING F'IG. 1 /COMPRESSION WEBS, /— ".-. TO PREVENT THIS BEFORE ANO AFTER �- FAILURE, ANCMIE L 1 BUCKLING. OR RESTRAIN _ THE II II II LATERAL R-RACING! II II II ---CONTINUOUS LATERAL BRACING USE METHOD SHOWN IN I 1 I (CLB) MAINTAINS SPACING, BUT I I I PERMITS LATERAL BUCKLJNC FIG. 2, 3A & 3B, OR OF All, WEB MEMBERS AT ANOTHER STRUCTURALLY THE SAME TIME, SOUND METHOD SPECIFIED BY PROFESSIONAL. — BEARING FOR TRUSSES ENGINEER OR ARCHITECT. FIG, 2 ANCHORAGE BY BUIL.DILIG .DE IGNER (OTHER ANCHORAGE PROVISIONS FOR OTHER TYPES OF WALLS). THE DRAWING BELOW (FIG. 3B) SHOWS HOW TO RESTRAIN THE CONTINUOUS LATERAL BRACING (CLB WHEN ANCHORAGE IS NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL BRACE RESTRAINT (DBR }) MEMBERS ARE 2X4'S, TTiE ENDS OF WHICH ARE ATTACHED TO TOP 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_BRACF, ILEFr RAINT (llDR) i WITHIN THE -UNIT 3A & M) ANCHORAGE (BY BUILDING DESIGNER) INTO SOLID END APP WALL - RESTRAINS LATERAL 4 BRACING, THEREBY PREVENTING WEB BUCKLJNG. CLB CLB COMPRESSION WEB CEILING - DBR MAY TRAVERSE MORE THAN TWO TRUSSES, DEPENDING ON TRUSS HEIGHT SLEETY PRACTICES Pi TOP CHURD SHALL HA' NAVE A PROPERLY AT •i1MPORTANTr■ FURNI ENGINEERED PRODUCT; /ALPINE DESIGN,ANY FAILURE HANDLING, SHIPPING, 7ASTM APPLICABLE PROVISIO AMERCAN FOREST ANI A653 OR40 GAL' ALPINE ENGINEERED PRODUCTS, INC. TRUSS AND, UNLESS D DRAWINGS 160 A-2: TI POMPANO BEACH, FLORIDA ENGINEERING RESPONS SUITABILITY AND USE RESPONSIBILITY OF Ti SHEATHING _ COMPRESSION WEB, SIAPING OR VERTU OR WEB NEEDING BRACING. PIG. 313 2X4 p3 OR STUD GRADE DBR NAILED I'D OPPOSITE SIDE OF WEB AND REPEATED AT APPROXIMATELY 20 FOOT INTERVALS TO RESIST LATERAL MOVEMENT ATTACH TO WEBS WITH (2) 16d (0.162"X3.6") COMMON NAILS. EXTREME CARE IN FABRICATING, HANDLING, SHIPPINU, R TO HIB-91 (HANDLING INSTALLING AND BRACING>, PL 563 D'O"RID DR., SUITE 2D0, MADISON, WI. 53719) RFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND LY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORI AD CEILING, I1F THIS DESIGN TO THE INSTALLATION CONTRACTOR, CPT AS NOTED. APPLY CUNNLLI CATED ON TNIS DESIGN, POSITIC 141S DRAWING INDICATES ACCCPI LY FOR THE TRUSS COMPONENT IPONENT FOR ANY PARTICULAR B DESIGNER, PER ANSI11P1 1-1995 ARE MADE Or 206A EACH FACE OF CTORS PER PROFESSIONAL SHOWN. THE IS THE I 2. L No. 622%_A r /2&J1TE OF fe., THIS DRAWING REPLACES DRAWING 137 REF BRACE RESTRAINT DATE 06/25/99 _ DRWG BRCLBANC0699 —ENG KGF/KAR AS2 III]S DWG PREPARED FROM COPIPUIER INPUT (LOADS & 01HENSIONS) SUbNII TED by IRUSS MF R. November 9,2004 Mr. Jim Nick Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Haven, FL 33880 Re: Number of Nails Increases by 41% Dear Jim: As a guide for calculating the spacing of nails when substituting pneumatically driven 0.128"x 3.0" nails for 16d common nails, increase the number of nails by 41%. This adjustment applies to both lateral and withdrawal values. A "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" 0.0 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 commo nails and for 0.128" x 3.0" pneumatic nails. " WARNING* TRUSS[$ REOUIR[ [[TRIM( CARE IN FABRICATION, HANDLING. SHIPPING. INSIAII.ING AND BRACING. R[IFR /0 BCTI 1 03 (BUILDING COMPONENT $*FLlT IRF ORMA 710R). PUBLISHER BY IPI (!RUST PI AIE INSTI/UT(. SB] G• ♦ D'ONOFRIO ON.. $1111( ?00. MAOISON, WE 53/19) AND NICA (WOOD INUSS CWRCIL DF AMEAICA, []UO LItf RPPISE �• ••• N •NS HADISON, YI S]])9) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNl(SS UITILRNISE E.[D. tiV IDP CHORD SHALL DATE PAOPERL• Al T A CHID STRUCTURAL PANELS AND BOIIOM CHORD $HALL HAVE A PNOPIRLY A ACH(0 RIGID ([THUG. % 6221 •^IMPURIANI•• IIuINI SII A [DPW Of THIS Df SIGN 10 IM[ INSI nIIAiIOM CONTRACTOR. ALPINE ENGI f RID } " FNUUUCIS. INC. SHALL NOT B[ RLSPONSIBIE FOR ANT DEYIA110N PROM TMIi RESIGN; ANY IAILDN( 10 OU1l I'll ! y ----' --"- A L P I N E IRU55 IN C.URIORMARCI NIIH IP1; OR fABRICAi1RG. IIA NUI ING. SHIPPING. INSIALLING R BRACING Of TAUS S. " NI • "'"'" --_—•� UESIGII CDN1—S NIIH APPLICABLE PROVISIONS 01 NDS IRAIIO01. OESIGN SPEC. Bl AIBPA) AND IPI. ALP ( C DA." TO I{AI[3 AN( MAD[ Of t0/IB/16GA IN,N/S/AI AS'" A45].WwIT AO/OD (Y, K/H,fI GAL Y. SI(I(. APPI flAl[S TOEACH FACE DF /RUST ANO. UNIT ST O/IIf NNIS[ LO[AIfU ON IT0(51GN, P051 IIW PEN UMA NI Yf.T IGOA 1. t � / E6�R`D �jB��Y w 1- /(i6_ •••^�OBf ANY IbiP[cf10N OI •1 A![S PDLLbNEO BT (1) T11All B( P[R ANM[i A] OI 1111 t092 SF [.]. A SEAT. OR 11113 DRANINL I1D:"liT ACC/P/ANCT O! PROf[SSIOMAL INGIRIER)MG ■F SYOYSIBII IIY SOIfIY fpR IOC TRUSS COMPONENT (/jL Tl 1Ryti •' Alpine Engineered Products, Inc. DI.SIGY SHONR. IHL Sb1IABIl IIY APO USE OF THIS 1,01N0N[NI FOR ART $011.01NG IS TN[ RESPONSIBILITY OF 1.1 Cj• ��/ONAL '-"-'-"—""-- ---'- '--- l1alnes CEry, FL 33844 BUILDING DESIGNER P[R ANSI/IPI 1 SEC. ?. _ NAIL v REF R081--48357 HCUSR0 81 05108CGL HC-ENG / JREF- R081CSDTAD THIS DWG PREPARED fR✓M COMPUTER INPUT (LOADS S DIMENSIONS) SIIUMIIIEU NY (FUSS MIN. (AS4-02) In Ijetj of structural panels or rigid ceiling use put. lHIS to brace all feat 1C @ 24" 0C, all TIC @e 24" OC. THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED (B) = DAMAGED AREA, 0" MIN. TO 12" MAX. LENGTH OF CRACK IN WEB. (S) = (2) - 2X4 SO. PINE #3 SCABS. MINIMUM LENGTH OF SCAR 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 lOD COMMON WIRE NAILS SPACED 4" O.C. STAGGERED 2" WITHOUT SPLITTING LUMBER. PLT TYP, Wave TPI CZ(ALPINE Engineered Products, Inc. 1950 Mrky Drive 11RiDe City, FL 11844 91 r.Nir,.wL,dAwhnrizniDd1567 3X8= NOTE: FIELD REPAIRS MIST COMPLY WIIIi ALPI14E 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 SPFCIFIFD 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 34" MIN / (S) 2X4 # 3 SO. PINE WEB ONLY. ((Customer Specific Details JACKI Design Crit: TPI-2002 7.02.0527 'YARNING " 1AUS111 RIOUIML [I IA(Nf CAA( IY .AARICATIOD, NA....... SIIIIPIIIG. INSiAII LNG AYO )RACING. MEf IN 10 ME)1 I D7 (MDit DING COMP ONE MT SAf11Y IYl DM1411 ON1. IYBL 1511[D YT f11 (TRUSS PIA([ IRSIIIUTL ' O'OMOFRIO Do_ SMILE 1DD. MADISON. MI S))191 ADD MICA (MOOD IAUSS COODCIL or wMERICA, 6700 1D/1RI L lR MADISOM. 'Sob))t91 !OR SAIL iT IRACIICI1 '.to' 10 If •rDANIYG INIS[ IURCIIf/M5. URIL SS DIM[RYISr DICAILD �/ f01 CNDR11 SIIAII NAIL IMOPIMII ATIACIIEO STRUCIUMAL fAMCLS ADD DOf10M CHORD SMALL MAVI A PROIt RI AITACMED RIGID CEILING. 't I "IMPORTANT" TUANISN A CDPT 01 THIS DESIGN 10 111E INSTALLATION [ONTRACION. AMIDE END L(RED lROM IIIIS OTSION: AMT IAIlUY( LO MULL fNL * .NUDUC14. INC. MMAlI tl"t NL RE11OWINk/ too ."I DEVIATION TRUSS IY COMf OASUNII NI III IIII ON TAARICAII NG. MANGLING. SNIPPING. INSIAIt IMG 4 YMACING Of INUS A DESIGN COKDRNS III IN AIILICAA I. IROYISIONS Of LIDS (MATIDNAt DLSIGM SPEC. NT Af EPA) AND II).' A111 t i [OMMECIM PI ATLS ARl MAOL 0! 20/11/IbM1A IY.M/S/[) AST" A57 GRADE AO/60 lY. [/M, S) f.AI I, S/L fl. AIILI ILATLS 10 (.ell FACE 01 iPUSS AND, UYLL11 Of Mf RMISL LDCAIID OD 1M1, DI SI GY. I051110M PLR DRAYINGS IGOA 2. '. 1 INSIECIIDM D/ PLAI[S FOILO.ID NY 11) SIIAII YE IfM AY.IA A) Or 1111'LOOS %((.I, A SIAI DM INLS DRAYIN4 1ND)CAFES ACCIPIANCE D! PROf(SSIORAt ENGINEERING RESP OMSIDILITT $oil" rOR [III 11VSS CONIDNERI DESIGN $MONO. INC Sol IAAIIITY AND US( Of ISMS [BNPONE NI TOA ANY BUILDING IS IM[ RLSPOMSISILITT Of iNE { RNILOIN OESIGNfR PER AN5I/111 1 SIC. L. OTY:O FL 1 E/ - TC LL PSF TC DL PSF A BC DL PSF Ar BC ILL PSF r A o TOT.LD. PSF DUR.FAC.�—_ SPACING 24.0" Scale=.3125"/Ft. REF R081—— 48357 DATE 03/28/05 DR W HCUSR081 05087468 HC-ENG JWC/JWC SEON— 52836 AS4-02 JREF— R081CSDTAD 111,..,11, 1- 1111.1DIlTiD 101,111 110Ali1� k DIWNSICNd ) SOBMITTCD B1' TRUSS MfR. (ASS 02) :, , ..... ....... ....... .. FRIISSES BUILT PER THIS OFIAIL DFSIGNFD TO Bl USED IOR IIIE FOLLOWING: AI_TIRNAIL LOAD CASES PIP 10 140 MPIi MAX WIND, 30.0 I 1 MEAN IIGT, ASCF 7 02, ENC. OR PART. FNC 1;I DG, 30.0 PSF IC11 2,.0 PSF ICLL 20.0 PSF LOCAILD ANYWHfRI IN ROOF, CAT 11, EXP B OR C, WIND ICDL 5.0 PSI, WIND TC.11 20.0 PSF T(At 15.0 PSF ICDI. 15.0 PSf 1CDL 2U.0 PSf , BCDL-5.0 PSF. TCDI. BCDL 7.0 PSF 10.0 PSF 1CD1 BCDL 10.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF " ATTACH ONE SCAB TO FACE Of TRUSS WITH 0.128"X311 GUN NAILS AT 2" O.C. TOT.-D. 31.0 PSF TOT.LD. 55.0 PSF TOT.LD. 45.0 PSF TOT.LD. 50.0 PSF 1.25 SIAGGERCD THROUGHOUT TOP CHORD. SCAB TO MATCH THE SIZE AND MATCH OR EXCEED DUR.FAC. 1.25 OUR .FAC. 1.33 OUR .fAC. 1.25 DUP..FAC. ]HE GRADE AS SPECIFIED ON THE ALPINE DRAWING. NOTE: FOR 130 MPH DESIGNS, 200# ADDITIONAL UPLIFT CONNECTION RFOUIRED 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 ---- -- ---1 I I 2L MINIMUM PLT TYP. Wave TPI-2002 Design Criteria: TPI STD) --WARNING" TRUSSES Rf OUIRf E11Rr NT CAR[ IN fAORICATIOM. IIAYDIIN6. SIIIPPIN6• IRSrwll T ANU bR Af 11G. RFf(P f0 bCzl 103 IOU ILOIRG CONPONF RI SATE TT IMl OKRAFIOY). IVOIISNTD RI Ifi IIRUll PLAT[ INSTIlU1C. U'OMOf 1110 DR.. SUIT[ LOD, NAOISON, "1 S)T 19) AMU MICA (YODD IRUSS COUNCIL OF ANERICA, 60OV IMT(PI LR. LUDISON, NI I'll TOR SAff IF PR •Cfi[ES PRIOR IV P(RFWNING FNES( FUNCTIONS. UMIf SS Ot NERY1SE ICAI[0. TOP CN0R0 SNAIL 11AY[ PRUIIAIT AIIACK0 SIRUCIURAL PANELS AND BUTTON CHORD SNAIL $$AYL A /R0P[PL •IIAC U[0 RIGID CEILING. \ -IMPORTANT' *FURNISH A COrT OF THIS DISl6N TO IHf INSTALLATION CONTRACTOR. AIIIR( t Lfkto A!s PIN E IRnbVC13. INC %MAlt no I[ RC SPONSI►LC ION ART OTYIwIION PROM Fill% DESIGN: ART IA110R1 10 RUI TIN IRUSS IN f,OpF URMA RCL RIM 111; OR TAbRICATIN4. UAROlINO. S111 PPING. INSTAtt IM6 S DRACINA OF IRU) D[SI GM COME ORFIS "ITN PIrLICANtl PROVISIONS OF UPS (RATIONAL DESl44 SrCC. •Y AFAPAI AND IP1. ALIIN Co.,CCIOR IIATIS ART NADI OF t0/10/164A (".U/6/R) ALIN A6SS GRADE A0/6D IN. R/II. SI 4AlY. Slf Cl. A"I't 1 I1,AtLl t0 [ACM TALE Of 'Ault AND. 01,CSS OINCR"LSE IOC"TfO OM TNIS .... N. IOSIi1ON PIA DRAMI N65 I60A 2. ARi IRSPECIIDN Of 11,E S FOl1DH(D OF 11) SN All p( IfR ApML1 •S M T111-]DD1 SF C.S. A SE AI ON tllll Alpine EtIgIRCCfCd PfOdUC1S luc. ORA11Nc IMD If AIl% ACCCITgxIC Of rR OfI SSIONAI [RG1Rl[RING ALAI LFF %DL[LT FOP IIIL 7PU SS CONY ORCRI I18Ill15 City, I L 3�844 KS'G" wo"x. TNt SVIIABTut. A. Us( OF INIs fOlM oxtxT /OR A.F ...... 0 n01«G Is TxE R(sropslel-ur OF ru[ i all it",MG DISIGN(R PC$ ANSI11P1 I SIC. i. OTY:O FL 1/-/E/-L_ OLU TC LL 20.0 PSF TC DL 7.0 PSF % BC DL 10.0 PSF 8 212 BC LL 0.0 PSF f3!f6��0 TOT.LD. 37.0 PSF DUR.FAC. '1.25_ �R10! MAL � SPACING 24.0" REF R081--48357 DATE 03/28/05 DRW ICUSR081 05087492 HC-ENG KD/ SEON - 24952 HJD ,Ue- JREF- R081CSDTAD (Asti -[)Z) THIS DWG PRLPARLD fRON CNIT'll I LV INPUT (I GADS 5 [)114[)IS IOHS ) SUHMI IILD EY TRUSS HI R. 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 51ZE BRACING T_-43. —SCAR-1-RAC E 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2. ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1 2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB, APPLY (1) SCAB TO EACH FACE OF WEB. PLT TYP. Wave TPI ! AP\E- 1,_J Alpine Engineered Products, Inc. Plaines City, FL 33844 T BRACING OR APPLY TO EITHER SIDE OF WEB NARROW FACE. A�ITACII WITH 16d COMMON NAILS 6' O.C. BRACE IS A MINIMUM Of 80% OF WEB MEMBER LENGTH T-BRACE L BRACE SCAB BRACING APPLY SCAB(S) TO WIDE PAi NO MORE THAN (1) SCAB PEI ATTACH WITH IOD OR 128X9 NAILS AT 6' O.C. BRACE I 80,t OF WEB MEMBER LENGTH L BRACING 'E J Design Crit: TPI-2002 7, 2.0 7 OTY:O FL 1 E/-/- Scale =.25 /Ft. — -- —9 -- •YARNIXa•• iRUSifS RIOUIRL (RiR(N[ CANT I. iARR1CA/IPR, IN.Dl1N0. LIINING. INSTA'A', ARE RNAC).6. IP•••• ..� If TC LL 30.0 PSF REF R081- 48357 Alit* rP REST 1-OS (RYIID{NG COHPO.E YI SAr[tY 1Mf PRMAlIOM]. IURl1SN1E 01 1P1 IIRUSS Pl Alf INSTITU Ik / C 0. AHCRICA, 6100 ENr ER SL l.. - — �'- D'ONOf RIO OR., SUITE too, HAOISD.. RI s" ", ANO YICn IYOOo 1RU 55 COIIpC1, 01 E T C D L 1 5 . D P SF DATE 0 3 / 2 8 / 0 5 NAOISON, .1 Slll R) FOR s;FIT+ XcliCfs PRIOR TD PERFOR.1w, IN(Sf FuRCIIDNS. URI.F SS Orll1RYISI ICAI(I) 100 CIIURU SHAH MAYL IN UYl RL1 AfiACNCO S1RVC rURAI IA N[LS ANP ROVER CIIDRU :HAIL I SIE A YROICRI AI 1AC,.ED • ••�`� SF•°•, v __. ... _ ... _ .. . IG ID C(IllN6' .• 1 BC DL 10. 0 PSF DRW HCUSROBI 05087483 •tNPORTANT— IURRISH A COPY Or IRIS MIGR ID THE INSIAIIAFIDN CONIRACIDR. AIPIY( (I I.LI.RFO p((`` PRDOVCII. INC. SIIAI.I .01 .[ R15 D"Slott to. ARY DlYIAl10Y FROM IHI, OESION; A.Y IAILV.1 I. 9 LD IIIE * _ �. BC LL 0.0 PSF HC-ENG / IRVSS IN FDRr OPMApGf PIT" IPI: DR IADP ICAIIN6, HANDLING. SHIP"FIG. IMSIAIIING 5 O.Ar,iRG Ui /0. Us. • . - .11, ON CON,.NMS Yl'. AI ALGA... ..OYISIOHS Of M.. (NATIONAL DE SIG. $1tc. NY .(SP.) ANO 'PI. CONXf C1UR Pl Alf% ARE HAD( OF to/1o/164A IY.N/S/R) ASIN A657 GRAOfGAIY. SI(EI. APPI p( �Q t S 6 0 TOT. L D 55.0 PSF S E O N 52927 IIA01S 10 E.C,I LACE 01 IRUSS AND. UNLESS OTHERWISE LOCATED OR lllli DF SIGR, vO SITION PIN ORA.IpGS 160A- �/%Ss ANY I.S,LC110. OF, PIAI(S rOLIWED N+ l I —LE OE PER ARN[J AS O1 I'll�to.? SfC.I. A SEAL P. rnli V••••.��Af ��• DUR FAC 1 33 AS8- 02 UAAYING IYOICAI[S A[C[PIANC[ Of PR pf[SSI DNAL [tlGIRCERIRG R(SPONSIO ILIrY loll" TOR IN[ /AUSS CMO'ONCNf g�s�0 �5MM 4 Df SIW 511DY1, Ifl[ SYIIAolIlll AND USE Of THIS COH/ON(., 1'" ARY NULL*$- IS 1., RFSP ONSI of, 111 O, - C I ' _ 111110ING U(SIGNER PER ANsI/IPI I SEE.:. SPACING 24. 0" JREF - R081 CSDTAD III I> DNG PRr PARED IROM CUgP Ui CR INVUI (I GADS d 01111 NSIONS) SOPI(Lllto uI 1"`.' rvr N. (MAX DEAD LOAD) l-0 WHOM IT MAY CONCERN ANSI /IP1 1 2002 under Section 6.2.1.? requires that when the dead loads are applied on a projected horizontal basis, the effect of the pitch may be taken into account. For a top chord nominal dead load of 7 psf,l5psf or 20psf the equivalent maximum weight of materials is shown below respectively according to roof pitch: lop Chord Pitch Max. Material weight (psf) 0.0 7psf 15psf 20psf 2.0 6.9 14.8 19.7 2.5 6.9 14.7 19.6 3.0 6.8 14.6 19.4 3.5 6.7 14.4 19.2 4.0 6.6 14.2 19.0 4.5 6.6 14.0 18.8 5.0 6.5 13.9 18.5 5.5 6.4 13.6 18.2 6.0 6.3 13.4 17.9 6.5 6.2 13.2 17.6 7.0 6.1 13.0 11.3 7.5 5.9 12.7 17.0 8.0 5.8 12.5 16.6 8.5 5.7 12.2 16.3 9.0 5.6 12.0 16.0 9.5 5.5 11.8 15.7 10.0 5.4 11.5 15.4 10.5 5.3 11.3 15.1 11.0 5.2 11.1 14.7 11.5 5.1 10.9 14.4 12.0 5.0 10.6 14.1 For a nominal bottom chord dead load of 10 psf, the maximum wieght of materials is shown below: Bottom Chord Pitch Max. Weight of materials 2 9.9 2.5 9.8 3 9.7 3.5 9.6 4 9.5 4.5 9.4 5 9.2 5.5 9.1 6 8.9 Prior to fabrication, the building designer must approve that the maximum weight of materials have not been exceeded. This letter is only valid until September 30, 2006 Walter P. Finn P.E. Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave C RT-1.00 1.25 10 0 7.20.0918.2 OTY 1 rFL 1 R ..WARNING•` 1NVS5[S R[DVIRf F'TatIa CART Ile FADRICAIIDM. RANOLIMG. SNIPPING. 11WAILIN6 AMC DNACIRG. T C L L EF [R IO B[SI 1 03 ttlU1lD IN6 CONPONCMI SAf (iY IMt OleNAiI UR)• Pool, sO(o OY III LTR USS PIAIF IMSTIIUi(, 0>A� "Feet D'DRor RID OR.. Sol IF JoO. MAo150N. NI svele) AND PICA (MOOD TRUSS tDN6t II OF ARE RItA. 67Do ENTERI [ LR ' �•=. �� T C D L IUDISON. M1 57/19) FOR Will IRAC110E5 PRIOR 10 PEt1ORMIR6 INI I.rUNC iLONi. UML[SS OT NCR MI S[ 1(A}( I'AA J f01 CIIOMo SII.AII PIA IE PerY Ell" AIIACII[D SIRVCtURAt PANELS AND BOTIOFI CRORD SMALL IMY( A %CI[RI Alf ACI1E0 A161D CEILING. •• NO ,� '�`•'�► BC DL ••IMPORTANTA4u6NtsM ACory OF 'ills DLSIGM To felt IRSIALLA/IDN CONTRACTOR. AVINF [NOl [Rio BC LL 1-- ALPINE IRDOD[lf, Inc. SNA[t Rol BE RESPDNSIRLC TOM ANY DCIIAIIOD IRON IRIS VISION; ANY rA11UNE f0 BU11 Yen * i• 1 TRUSS Ile CoYropPANC( Rine III: OR rADNICAIIND, NANDLIND. SNIPPING, IMf TALLIMG A 6R AC IRD OP TRUSS TQ} U1.4 PLY COMI0011S RITII APPLICABLE PROVISIONS OF ND5 (MAIIORAt OES16N SPEC. 6' "irk) ADD 1/1. ALILM • IS V J3E 6 DQ;d�; TOT. L D . LORNEC IDII YIA ITS ARE NADI Of tO/ID/I6ri (M ,M/3/k) ASIN A663 GRADE IV/60 (Y. k/N.5I "I,. STE(L. APIIY SU�J 1} PLATES t0 EACH /wCE a TPUSx AMP. UNl{SS ot1lf NYl Sf LOCAI(D ON 11115 of S,GN. rDSITLoN rt, IMAYINP,6 16OA 2. ':A•' w� f -- ANY IMSYEC116N OF PLATES /OLLORED /1 (f1 SNALI. BL PER Ap6fE A] OF 'PITI90t SEC.). A SC AI DR 11115 /t I� O pl AP ` D U R . F A C ., DR AYI No IRDICAEts AC[EPIANC[ Of PA OF F.SSIONAI fN61Yl[RI N6 PESPONSTBIIITY SOILIV FOR IN[ IRVSS [OMION[41 F SlS Alpine Engineered Products Inc. o151GN 511DYM. IN, SOIIABIl1,T AND US[ 0/ lllli EDNPDNfYI ON ANY tlD11U1MG IS THE NESYONSIBIIITY OF IN[ `rsjDrypi y`' SPACING Haines City, FL 33844 DRUDI R6 UYSIGNER rile AUI51/IPI 1 5EC. I. Scale m.25" Ft. R E F R 0 8 1 - 4 8 3 5 7 DATE 0 / 1 9 / 0 5 _1 DRW HCUSR081 05292313 HC-ENG DR/DR SE Q N - 63532 FROM JREF R081CSDTAD IIIAI,S uc „„o 11-1 rOnf.l 1-11LI-TLI) II,WoIT limn( R Ill F1F NC1of] C1 SI11114I TTTI) BY TRUSS MFR. (')GABLE STUDS, ATIACII TO TOP CHORD AND BOTTOM CHORD Willi ?X4 ALPINE PLATIIS. SEE CHART FOR SPACING OF GA.BIF STUDS, PLATES MAY BE IX4 FOR 1'6" 5100S. (A•) 2X4 SO. PINE 13 GABLE STUDS. Af1ACH TO TOP CHORD, DIAGONAL WEBS, AND BOTTOM CHORD WITH W2X4 ALPINE PLATES. ALL (A*) GABLE STUDS REOUIRE REIFORCING MEMBER. BRACING MUST BE TOENAILED TO GABLE STUD WITH 0.131"X3" GUN NAILS AT 4' D.C. PLUS A CLUSTER OF 0.13)'%3' TOENAILS AT THE TOP AND BOTTOM CHORD. SEE DETAIL FOR NAILING. SEE CHART FOR STUD BRACING AND SPACING OF VEP.TICALS. NOTE:TRUSS ERECTOR IS RESPONSIBLE FOR PERMANENT WEB BRACING. WHEN BRACING IS REQUIRED, FURNISH A COPY OF THIS DRAWING TO TRUSS ERECTOR. FASTEN RATED SHEATHING TO ONE FACE Of THIS TRUSS NOTE!GIRDER HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD IN TO FITE FLOOR & ROOF SHEATHING DIAPHRAGMS. CONNECTIONS 8 DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES WITH 2 160 NAILS Al EACH END. NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS WITH TWO ROWS OF 16D NAILS @ 8" O.C. STAGGERED 4" +++ 7716 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. i+ (4)-0.131"X3.0" NAILS (TOE -NAILED). _ +PLATE AS REOUIRED ON APPROPRIATE DRAWING. ` +++ LADDER W/ f STEPS @ 24" O.C. TRUSSES @ 24" O.C. 1'0" MAX OH INCLUDES FACIA 2X4 REINFORCING HIM 2X6, 2X8 MEMBER REINFORCING MEMBER ILLE W-. + TOP OR BOTTOM C144OORRD OF Note: All Plates AreGZX4EEzcepl As Shown. 130 MP11 HIND, 30.00 11 MEAN WiT, EXI1WRL B,ENCIOSED BLUG, ASCE / 02, CAT 11 SEE APPROPRIATL A[P1141 DRAWING IOR IUMBER ,11LAILS AND OTHER DATA NOT SHOWN HERE.. STUD MUST BE ATTACHED TO TOP AND BOT. CHORDS ONLY GABLE STUD SPACING MAX.LENGTH 2X4 SO. PINE y3 24" D.C. 3'- 1i" 2X4 SO. PINE #3 16' O.C. 4' 5" 2X4 SO. PINE #3 12" O.C. 4'- 10" ** STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL REINFORCING MEMBER SPACING MAX.LENGTH 2X4 SO. PINE #3 24" O.C. 5' 11,, 2X4 SO. PINE H3 16" O.C. 7'- 3" 2X4 SO. PINE #3 12" O.C. 8'- 0" 2X6 SO. PINE #2 N 24' D.C. TO'- 3" 2X6 SO. PINE #2 N 16" O.C. 11' 8" 2X6 SO. PINE #2 N 12" D.C. 12' 10" ALTERNATE LOAD CASES TCLL 20.0 NSF TCLL 30.0 PST TCLL 20.0 PSF TCLL 20.0 PSF TCDL 7.0 PSF TCOI 15.0 PSF TCDL 15.0 PSF TCDL 20.0 PSF BCD[ 10.0 PSF BCDL 10.0 PSF BCDL. 10.0 PSF BCDL 10.0 PSF IOT.I.D. 37.0 PSF TOT. I.D. 55.0 PSF ppTOT.LAD. 45.0 PSF TOT .LD. 50.0 PSF OUR .FAC. 1.25 OUR .FACD SHEA HIhG)1.25 OUR. FAC. 1.25 GABLE STUD SPACING. I I v I 24" O.0 MAX. SEE ABOVE SPAN REQUIRED OF GABLE 0. IT. TH15-•DRWG. REPLACES DRWG. 876,719. PLT TYP. Wave TPI-2002 Design Criteria: TPI STD ••NARNIN6•' TRUSS($ REOUIRI E11gl ME CARE IN PARNICAIIDO, HANDLING, SHIPPING- "STAlIIAG AND BRACING.' REPIR 10 IF Si I_OI (GOILOIN6 COMPONENT SAf ETT INf DgHATf0p1. P08LISNED BY TII (CROSS It.if INSIIIOTE. D*ONOf RID ON.. SU)IJ TOO, MAOISON, vl 9)119) AIR) NfCA (WOOD CNUES COUNCIL OF AMENICA. 60N0 (OF IRPRI LN. MADISON. W1 $)710) FOR BAFITV PRACIICES PRIOR TO PERFORMING IACSI (UNCTIONS. UNLESS OTHERWISC IMD 'ATID. 1'O1 CHORD SOAT,L HAVE PROPERLY AIIAC"EB SFNOCIURAI PANl1S AND ODTIDM CORD SMALL HAVE A "ROPEALT AT COLD RIGID CEILING. "IMD0RTANT•"FTMN1511 A COPY Of IMPS DESIGN 10 INC INSTRIIATIDN CONTRACTOR. ALPINE E116INEE E0 ALPINE PRODUCTS. INC. SMALI NOT SE RISPO0111LE TOR ANI DEVIATION FROM fH)S DESIGN; ARf FAILURE TO BOI1D C r TRUSS IN CDIIEORIUNCC WITH TP1: OR FARRICAf1NG. HANDLING. SHIPPING. INSTALLING S SAACIR4 OE iRUSlI l DESIGN CONFORMS NIIH APOLICANLE PROVISIONS Of ADS RATIONAL DESIGN SPEC. Or ATEPA) AND 1P1. ALPINE C ONNICIOR PLATES ARE MADE Of 10/10/16CA (W.N/S/C) ASIM A653 GRADE 40160 IN. R/M,S) GAIV. -111I1. AP III PI A TES 10 EACH FACE Of TRUSS AND. UNLESS OTHERWISE (DCA(ED PN IRIS DESIGN, POSITION LEA ARAM AG$ 160A E. A"' THSP[[f1011 DI' PLAIIS IDI IDNED 01 11, SNAIL BE PER ANNE1 AT OF 1111 20D1 SIC.). A SIAI ON IH1S Alpine En iRE[ECII Pra1kucts. Inc. "NAMING 1NGICA TES ACC F. P IA OCE 91 INOFt55IORAl EN4INEENING AE5PUNSIOICA IT SOLELY FDA FILE INUSS COMPONENT P Hamm Cl( FT 338nc UFSIGH 511DO N. THE SUIIAOIl1IV -0 US[ 01 THIS COMPONENT FOR ANT BUILDING 15 IMl RESPOA51111/11V Of THE }�, RCT II DI AG ACSTr.AEA PER ARSIITPI I $E C. 7. CEILING -/- CO TC LL 20.0 PSF S'•• • TC DL 7.0 PSF 62 2 _� BC DL 10.0 PSF BC LL 0.0 PSF ff6 O0i TOT.LD. 37.0 PSF DUR.FAC i.25 :0RI SPECIAL. WE F END TRUSS +-F Scale-.3125"/Ft. REF R081--48357 DATE 03/28/05 DRW NCUSR081 05087458 HC-ENG KD/ SEON - 24104 WA13-02 _ JREF- R081CSDTAD (Wk17 02) THIS DVIG PREPARLD FROM COMPUTER INPUT (LOEOS t DIMENSIONS) SUBMITTED BY TRUSS 141R. 130 MPII WIND, 30.0 FT MFAN HGT, A.SCE 702, INC, BIDG, LOCAFED ANYWHERE 1 BRACING OffIHIIIONS: 1N ROOF, CAT If, EXP B. WIND TCUL 5.0 PSI, WIND BCDL-=5.0 PSF, No IF: "END ZONE" EXI IS 18 AI BOTH INDS OF VERTICAI WEB. I 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. III[ BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS, if 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION PERPENDICULAR 10 SUPPORTS. ALTERNATE LOAD CASES TCLL 20.0 PSF TCLL 30.0 PSF TCLI- 20.0 PSF TCLL 20.0 PSF TCDL 7.0 NSF TCDL 15.0 PSF TCDL 15.0 PSI 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 DURA AC. 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' ALT. GABLE SHAPES: (A) (1) 2X4 SP #3 -L" BRACE. ATTACH WI1I1 0.)28'X3' NAILS l 2' OC. IN END ZONES: 4" OC. BETWEEN ZONES. (B) (2) 2X4 SP #3 "L" BRACES. ATTACH EACH WITH 0.128'X3' NAILS @ 3" OC. IN END ZONES: 6' OC. BETWEEN ZONES. (C) (1) 2X6 SP #2 N 'L" BRACE. ATTACH WITH 0.128'0" NAILS @ 2- OC. IN END 10NES; 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 DEFLEC (I) 2X4 (2) 2X4 (I) 2X6 (2) 2X6 STUD TION NO 'L" BRACE t' BRAC 'L' BRACE L" BRACE SPACING CRITERIA BRACE TYPE (A) TYPE (8) TYPE (C) TYPE (D) 24' L/240 3-10" 1'7• 9' 6' 12' 3' 14' 0' 24" L/120 4' 5" 7'7" 10' 3" 12' 3' 14' 0' 16" L/240 4' 4' 9'2" 10'3 I' 14' 0' 14' 0' 16" L/120 5' 6' 9'3" 12, 8' 14' 0" 14' 0' OVERHANG DETAIL i 4 LAUDLR W/ STEPS @ 24" OC. 1.n.n INCLUDES FASCIA REFER TO TABLE FOR BRACING REOUIREMENTS. Over Continuous Support Note: All Plates Are 2X4 Except As Shown. (Customer Sppecific Details - GABLE) Criteria: TPI(STD) 1 OTY:O FL 1 E Scale a.375' PLT TYP. Wave TPI-2002 Design [ •'WARNING'• IGUSSfS HEOUIRE IIIRFFG CARE IN IASRICATION. HAM ING.. SUIPPIY6. INSIA1LING AGE) BRACING. SCSI 1-D} {DVIlD1NG COIV DNt MT SAFCfT INIORI/AI10R), PUBLISHED NY 111 (IRVSS 11A11 11 ...UIE, 5D T C L L 2 0" 0 P S F R E F R 0 8 1 - 4 8 3 5 7 II'ONOf R10 DR .. TVI FC tOO. MAUIZOM. 41 53219E A" PICA 4WD TRUSS COIIYf IL Of WINK iC A. 6J00 fNIFRPRIS tl. FRRC IIC(S /R ION 10 'ERf ORHINL THE$C IVRCII OHS. UNLESS A'Ita.I SE INO wIE D. �i" !\I -A V 17 {i T C D L 7 D P S F DATE 0 3 / 2 8 / 0 5 NADI SON. NI 5}I191 FARAD IDP CNONO 511A11 NAVE PROPERLY ATTACHED STRUCTURAL PANELS ANN ROTfW CHORD SHALL HAVE A :,-AP(RtYAlACHEDRIGIDCEILING. BC DL 10.0 PSF DRW HCUSROSI 05087488 .6 212��•AIMPGRTANT• 111RNISU A COPY Of INIS DESIGN IO TIIE INSTACLAT IONCoNIRA(To".IN[ FNLI NC LO DEYlAI1DR FRDN INIS DE51GN: ANY FAILURE 1D OUT L # BC L L S F H C E N G K D / ALPINE PRDWCIS. IN[. SNAIL NDI BE RISIOYSIBI[ FDR AYY I PASS IN L'ONi DRHAWCL WITHIII: DR fABNICwfIMG, xAGY1.INL, SNI IPIY4. INSTALL INL { BR AC IYL OF IRVSSf S. t _P 24860 ni sl6x CONE DRM$ Y1111 APtu c"DLf PROVISIONSDE IDS ro.noNAl DESIGN sltC. BY AF UA) AND rrl. ALPINE C OoGECI OR Pl A'ES ARL MAD( " ZD/ID/166A (N.11/S/K) ASIN A6Sl GRADE AD/GO IY, C/N, S) GnI Y. SIt CI. AP PI.Y 111111 f6 EA1..4 FACE Of IRUSS AND. UNLf5S OIIIENWISE LOCA LED ON IUIS OE516Y. %O IIION PAR DRAWINGS 16DA 7. S•TAjE6D. 1 i U3/ T ( "'.�•" I" TOT. LD. 37.0 A PSF 1 SEON - 7 Atli IN SI1C11 ON Al "ATE, fOLIONED 01 (IF TNAll OF IER ANYLY Al OF I'll 2001 SEC.). A SEA' ON IUIS t r O p ..ton D U R F A C 1.25 W A 1 / - O 2 DRAY 146 INDICATES ACC PIAYCF Of PROFCSSIONAL ENGINEERING RC SPONSIDIEIIY SOLELY FOR INf 1RUSS CONPONENT Alpine Engineered Products Inc Sir DIs16N SIIO4Y, flit SUIIAN1111Y AND US( OF THIS CONPONENT FOR ANY 0111LDING IS INf R{TPDNSl0ltllT of INf HatnesCNyjl, 33844 BUILDING DESIGIHR PER ANSI/III I SEC. 2. \ RS E7 -AIR �s��NAL IA"_IN1A__ SPACING 24.0" JREF ROSICSDTAD WA43 December 12, 2002 Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Existing CCA Truss Designs and the Florida Building Code. Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: 1) 100 mph fastest -mile wind speed. 2) Residential construction. 3) Enclosed building. 4) Maximum wind dead load shall not exceed 60% of total dead load. do meet the wind loading requirements of the 2001 Florida Building Code for: 1) Up to 120 mph 3-second gust wind speed 2) Residential construction. 3) Exposure B. If you have any questions or if I can be of further assistance, please call me. —WARNING" 1005SES PEOUIRF [SINEW CARE IN FABRICATION. %ANNE I"a. SNIPPING. INSTAILIRG ASO ONACING REFFA ID BEST 1,03 (BB1I.6ING COMPONENT SAf[IY IRfORNA110N). PUDIISNED BY 1P1 (TRUSS P1A1( IYSIIIUI( 03 O'000FA1D DR., S1)1 TE t00, NABISOM, NI Sl/l9) AOO NICA (WOOD TRUSS COUNCIL Of AMERICA. 6700 fN IEN PR t to. MADISON. YI S3719) FOR SAFf IT PRAEIPCES PN IDB 10 PERFORMING /11(St Ft*C.110MS. IIMI[SS DTMERWI SE ISO CAPES. POP CRORD SUALL NAVE PMOPEALT AI/ACNEO STRUCTURAL PANELS AND NOT, PH CROP O SMALL PAYE A PROPERLY ATI CUED 0G 91610 CE1L1. /iI� {B •P•� i • No F1 R E F R 08 1 - - 4 8 3 5 7 ---.-- — HC115R001 05112A63 ALPINE ' / AI 711)G Vigil cere 1 ISFOEitICtS, 111C. ('' - HainesClty, IPL 3384a —IMPORTANT— fURRi511 A CDPY M 7N15 DESIGN IM THE IRSt All A110Y [OM IR AC TOR. MPIRE (46INEERF IP OOUC I3. IOC. SMALL P01 BF R(SI O0 NIF TOR ANY DE YIATIOR AR ON IIIIS DESIGN: ANY fA1l URf IO BUItO THE TRUSS IN CONFBRNANCF W.I. IPI: OR TABRICA�IN6. WAR.... SMIIPIR6. INSIAL1100 B onACINO 91 /NUSSTS. SPFC, Of AT BPS) AND IP 1. AIPIM! COUN(C CONFORMS Willi APPE ICARIE PROVISIONS Of PDS ASIM ANAL DISIGGRANT I. APPLY Y.ONN[CIOM FLAT IS LAIf1 ARE MADE 9f TO/iD/IAGA IY,X/S/RI AS TM A653 6R MI AO/60 IN. R/B.S) GALE. CRAVINGS Pl AIfS 10 4ACN TACf Uf 1RU55 AI10. IMIF SS OIIIC ...SE IOf.A 1[0 ON 11115 DESIGN, POSITION PEN ORANIPOS IABAI. ANY IRS/f C11QN ITMA1/5 IALl DNIO NY (41 SMALL BE PEP An0(% A3 M IP 11-t092 -SEC.). A STAI ON If115 ORANIrn IVOICAIIS ACCFPtANIf Of PROP I SSIONAI IR6INIERIYA P[SPOYSIBILIIY SU1tll FOR IDI .PASS CIIMPORENI DT516M SPUTUM. 111E SUIT ARILIIY ADD USE OF IUIS COMPORENI FOR ANY 1"It IIING IS IN[ RESPONSIBILITY 01 INF AIIIIDINR OISIGNFR PFA ANSI/IPI I S[C. t. � sr p f[ 05 • • � 11� / •• • • �• �••• s/s��ONAl �6 -•'41En ---_—_--_----_-------_- ----------------------- - -- H CAE N G r,!!"L -___^-y t`I d4------_ -------- --------�_�- JREF - R081CSDTAD 101S DWG PRF FARED FROM COMPU T LR INPUT (LOADS 6 UIHENS IONS) SUB"11 it 1) BY TRUSS Mr R. (O')q Iv' )MD(IS/(l / ef0VA.M ( ) le[ 11D) Top chord 4x2 SP #1 Dense :12 4x2 SP p2 N: BoL chord 4x2 SP #2 N :62 4x2 SP 2400f 2.0f: Webs 4x2 SP #3 In lieu of rigid ceiling use purl ins to brace BC @ 24" OC. Truss must be- installed as shown with top chord up. ]0 6-0 15" Typ. 1.5X4(R) 4X8= 4 X 6 4X4= 0-6-0— _I_ 1.5X,4(R) 2X4111 R-1267 W-5.75' •fnV -- n—nv.]vu- 4X4= See ANSI/ 1P1 1 02 Sect. 7.5 for additional t),•acing requirements Bracing material to be supplied by erection conl,racl.or. flax JT VERf DE It.: IL: 0.56" Dt.: 0.21' rer.ommenoed camber 3/8" Deflection meets I./360 live and L/240 total load. 25" 1.5X4111 LX410 3-2-8 Over 2 Supports 10-7-8 W=3X4- 4X4= 4X6= 4X8= 4 A 'i = W=H0308 Note: All Plates Are 3X4 Except As Shown. (Copy 65470 51.15/1178 / 2289A,B ( ) 12E Design Crit: TP1-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave C RT-1.10 1.25 10 0 7.20.0918. ••NARN1N6•A IMVSSf5 RCOOIRE IRIAENE CAME 10 FANRICAIIDN. HAYDt IMG. $NIPPING. 1NS1Atk IN6 AND BRACING. REf(A TO BCSI 1 01 (061L0116 CONPONEMI SAFETY IREORMATION). PUBLISHED B1 fPI (TRUSS Il Alf INSllrU11. SY7 AH[MICA, 6300 INf[RrRIS[ IA. �� Y 7■1P D-0tl0FRto DR.. SUITE "0. NADISON. NI S)719) AND MICA (MOOD INUSS COUNCIL Of NADI SON, N1 Sll1,, FOR SAFE I\ PRAC'1I[f5 - IOA 10 PIOf ONNING -.ESE FIIRCTIONS. UNLESS a, I'ERYI SI INDICATED. IOP CHORD SUA'L NAPf IROPC.Ll AIIACRED STRUCTURAL PAREtS AND BOY/OM CHORD SNAIL NAPE A PbuPt0.lT Ar1ACH[0 NI410 CEILIMG. ^u • PIMPORTANT"FoRNISN A COPY Of IIIIS DESIGN 10 IN[ IYSIAILAIIDR r.OMfRACIDR. A111RE ENGINEERED IRODUCfS. INC. SUAIt .01 B[ R[tf OYSIBLf FDR AMY OEfIA1l OR FROM THIS DESIGN; AN\ "Il.M1 10 BU11.0 111 1 T — ALPINE I PUSS IR CONE OR-'CE UI,N 1P,: OR fwBAl[AI IMe. ILA YUt1Ur.. SNIPP IN4. INSTALLING C BRACIR4 OF 'PUSSES DES, GM CoORN$ 411N AIIIICAMIE II VISIONS Of ADS (NAIIORAL DESIGN SIEC, MY AFBIAI AMD TIT. AI.PINf • T/ � 1 COMNE CIOR PLAY 5 ARE NAOE Or SO/10"'GA IH.N/S/R) ASIH A65] GRAD[ AO/6O (Y. R/N,S) r.AIR. SIEC[. APPl1 I0 EACH FACE OF IRNSS AND. URI ESS OINEAVISE LOCA/ED OR 1NIS DESIGN. PDSIIION 'IN OR AY INGS 150AI. �•••••• /I.AIES Of PIAIES r6Lt OIMD DY (I) SIIALt ME PER ARRFR A] Of TPII -I00t Stl.]. A SEAL Ob 1N1$ VVV CI ��,I }�) A1p1rN: GI�iI1W/W lI WI1CI,], lt1(, G 1owred PI Wye 950 ty rain city, FL 318M FL Certificate of Authorization 1561 AN\ IN$IEEIIDN DRAYIRG IRDIfAIts ACCIPI ANC[ Of IR01C 55I DNAl EN4IRFERItl4 RCS/ONS1BI1111 So"" FOR I'll "U55 C--'(NI Ut.51GN $TIDY!. 1M[ SUITAD I1111 ARD OSE OF 1111S COMPONENT FOR ANY BUILDING IS IMF RESPONSIBILITY OF 'N[ ButtoInG DI514N[R PEN ANSI/ltt I SIC. 7. M FT5) OF 0-10 0 -T 1.5X4(R) R-1259 W-3.5' 7 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" --f-- 1-4-0 -1- +8 0 0 Scale-.3125"/Ft. REF RO81-- 5216 DATE 02/06/06 DRW HCUSR081 06037507 HC ENG AK/AP SEON- 15981 REV FROM AS JREF- 1SVKO81_R63 fill DWG PRLPAREV FROM COHPII IER INPUT (LOADS L 1))KNSIONS) SUDMI)FLO fly IIIUSS Hf R. (bb4/1)-bUt./K/0 / 4f0V F, O ( ) 1,ft - r11) Top chord 4x2 SP 112 N Bot chord 40 SP j(2 N Webs 4x2 SP }/3 SPECIAL LOADS (LUMBER OUR .fAC. I.00 / PLATE 0UR.FAC. 1.00) TC From 100 PLF at 0.00 to 100 PLF at 15.88 IC From 342 PIF at 15.88 to 0 PIF at 0.00 BC from 10 PI-F at 0,00 to 10 PLF at 5.90 BC From 10 PLF at 5.90 to 10 PLF at 23.08 Sheathing is required for any longitudinal (drag) forces. All connections Ito be designed by the building designer. 0-6-0 T See ANSI/1111 1-02 Sect. 1.5 for, additional bracing requirements. Bracing material to be supplied by erection contractor. In lieu of rigid ceiliny use purlins to brace BC @ 24" 0C. Deflection meets 1/360 live and 1.1240 total load. Truss must he installed as shown with top chord up. (") Plate(s) require special positioning. 1.5X4(R) W=3X4= 3X4= 3X4= 1.5X4 ("*) = 3X4= W=3X4= W=3X4= SA4= 3X4= 1 .5X4 (R) = 2X4111 23-2-8 Over Continuous Support R-181 PLF W-23-2 8 (Note: All Plates Are 1.5X4 Except As Shown. (Copy 65470 5U5/R78 / 2289A,B ( } 12E FT7) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.10(1.25)/1O(0) 7,20.0918.19 ••WARNING•• 1R1155(S Rl OIII RE FIITRENF CAR( IN (A8RICATION. RAMC IM.-IPPING. INSIAII ING AND BRACING. R EF[R 10 BCSI 1oJ (OUIIDING COMIDNE NI SAFEIr TRI ONMAt1Oq . IUNli6"ED 8V +rl (IRU SS FIAT( INS+1IUiE. Se] 4• CO D'OMOIRIO OR.. $O11[ ZOO. 14DISON. YI SJ719I AM MICA (MOOD INUSS CDIINCIL OF AMIRICA. GJOD I"IENFRISI IN - SA 11AD16PN. NI SJFTPI FOR SAf III IRACIICES PRIOR to Pw ORN1NG (NESE FNRCrI0R5. UNLESS OTNCRYI SE IRDICA I[D, . �'j• •1 =•1_•' tp9 CxORO SIIAII NAY[ "*P[AIV ATTACHED SIRUCTOPAI PANELS AND NOTION CDOAO SNAIL NAY( A PROPER AITACMIO V �YS RIGID CEII ING. 0 'IMPORTANT* IURNISII A COPY Or FI+IS DESIGN f0 IRE IPSIALIAt ION C.ONIPACtDR. AIPINC FNGINEFPEp ��• N,) 21 ALPINE PRDDUCIS. IOC. SIIAII Not BE RESPONSIBLE FOR ANY DEVIAt10P FROM 1"IS DC SIGN: ANY F.""ID "It" "-I IN [ONF OR MAN[[ YIIX f11: ON (MPICATING. IIAMOIING. S111111NG. INSIAItING I *RACING OF TRUSSES. Df.sIG1 CONFORMS 111N APPLAIABL[ IR DY1510115 OI NDS INAIIDNA I. DESIGN SPEC. 81 AIIIA) AND IP1. AIPIN[ {DNNEC.ON Pl A1'[J ARC IND[ DF 20/18/166A (Y.N/S/NI ASTM ASSJ GRAVE 4D/6O (M. N/P.S) GAIY. SIEFI. AIPLI i IL APES ID EACN FACI OF IN USs AND. UNLESS OFIIERYISE LUCA11. ON '-IS DE51GR. POSITION PER DNAYINGS IGDA.:. -o • TATE OF %1puweEngi(Ia ftd duets,IIc. ^Nr INSIECIION of ILAA[S rouDRED NY I1) SIIAIL RE PER ANN(R AJ OF TPJI 20DI STC.]. A SIAt DR III S Ineered odc "PAGING IPDICAI(s ACCFIIA P{( DI PRD([SSI DNAI ENGINEERING RFSr8NS181l ItY SOIfIF FOR I11F IRIISS COMPONCMr �cx • ff �y DESIGN INOYN. ITN SUITABILtrl AND USE OF IRIS COWONENI FOR ANI BOUDI.C. IS Itlf RTSPONSIDIIIrt Or IPI Ilemcay,fl, 33844 11DIIDING DESIGNER PER ANSI/III I SEC. 7. _ e(/AjAV I I - 0-10-0 1 40 —T- _L 8 - 0 0 QTY:1 FL 1 E - TC LL 40.0 PSF DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR . FAC .' 1 . DO SPACING 24.0" Scale=.3125"/Ft. REF R081-- 5217 DATE 02/06/06 DRW HCUSR081 06037508 HC-ENG AK/AP SEQN- 16009 FROM RNS JREF- 1SVKO81_R63 Till D1111 PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUB111I1110 DY 1ROSS MFR. tD�9/U :)W)/I(/l3 / ZZC9A,t5 t ) 1Lt - r ID) lop chord 4x,2 SP #2 N Bot chord 4x2 SP 11? N :B2 4x2 SP 2400f 2.01: Webs 4x2 SP y3 Max A VERT DEFI_: LL: 0.61" DL: 0.28" recommended camber 3/8" In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Truss must be installed as shown with top chord up. 10 6 0 ]I5�Typi See /,NSI/TPI 1 02 SeCL 7.5 for additional bracing requirements Bracing material to be supplied by erecllon contractor. Deflection meets L/360 live and L/240 total load. (**) Plate(s) require special positioning. 24.75" 10-4-8 4XB= 4X6= 4X4= 3X4= 3X4= 3X4= 3X4= W=3X4= 4X4=- 4X6= 4X8= 0-6-0 I I 6X6= 1.5X4(**) 1.5X4(R) 2 X 4 III R-1262 W-5.75" 4X6= W=H0308= 4X4= 3X4= 1.5X4111 1.5X4111 3X4- 22-11-4 Over 2 Supports 4X4= W=H0308 = 4X6= R-1248 T 1-4-0 B-0-0 2X4111 (Copy-65470-51.15/1178 / 2289A,B ( ) 12E - FT6) Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave C RT-1.10 1.25 10 0 7.20.0918.19 OTY:3 FL 1 E Scale=.3125" Ft. ••WARNING•• INUSSCS REWIRE fSIREN, CARE IN FABRICATIDN. BANDLIND. SNIPPING. IMSIAl11NG AND BRACING. C L L 4 0. 0 P S F R E F R O 8 1 5218 a[I N TO BCST 1 03 (BUiI DINS I.OMIONLIII SAf EIY I.TORMA TIOMI. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 107 B'UNOr R10 DR.. SUIT, E00. MIDITD:, NI 57119) AMD YICA (VBUD INUSS COUNCIL OF AMERICA. 63DO F1111"AlsE IN, /N T C D L 1 0 . 0 PSF DATE 0 2 / 0 6 / 0 6 MADISDN. VI 53r191 FOq SAf (TY PRA,IICFT III TOR TO PF Rf ORMIMG .1. lo.c IBNS. UBLLSf BIKINIS' INDICATED, ��RP� TOP CNDRD SIIAII HAYS rRDPFRIY AIIAgIEa STgUCIUHAL PANELS AND BOTTOM CHORD SDALt HAVE A PRDPLRLY ATTACHED • •'^ S "••� RIGID CEILIVG. R' .sv BC DL 5.0 PSF DRW HCUSR081 D6037510 ••IMP ORTANT••r UR NISN A copy of IBIS DESIGN TO THE INSTAStAFIDN CONTRACTOR. MPINF ExG1x[uK '; No 5 1Z r` raaoucrs. Ixc. suuL MOI DE 1ESP0"SULI ION ABY DEV.Ar10N FRo" TIIIS DESIGN: AYV MILUN[ 1a BUILD BC LL 0.0 PSF HC-ENG AK/AP ALPINE TRUSS IN EBNrDNNAYCf NIIiI I11; OR TABRICA1115. IIAIDLINS. SIIIIrING. INTFAILING SDTRUSSE•DESIGN CONFENINS VIIN APPII(A6lF PROVISIONS Dr NDS [NAIIDNALDESIGN SPCC, BY AfSPA) AALPITOT LD. 55.0 PSF SE0M- 15992 REV C011CCIOR PLAITS AIL[ .1 ar IO(IB/14GA (N,x/S/61 ASI11 A651 OR.ADI AO/60 IN. C/II,SI GALY. SICIL. wPPI�•�• SATE OF _ PLATES 10 EACH "ACE BY ""SS AND. UNLESS OIIICRVI S[ LOCATED ON IBIS DES1411, PO SI TIDY P111 ON AMIYGS 160A E. ANY INSPICIIDN Or PLATES TOT. LON,U RY (11 SIIAII BE PER AWN[% AJ BF IIII.VOoE SLC.3. A SEAL ON TIIIS Alpine Engineered Products, Inc. DRAYItlG INOICAIES ACC(P1ARCl Of PROFESSIONAL (BGINEERING RESPONSIBILITY soLlty roe fill TRUSs CO"PDN[RI •• . ( O RIQP" " OUR . F A C . ' 1 .0 0 " FROM R N S 1950Me1ByDrive DESIGN SHOWN. Fill SUITABILITY AND USE OF THIS COMPONENT Toe ANY BUILDING IS TILE RfSPDNSlnll11, OF TIT( HBrRa City, Fl. 33344 BUILDING Df SIGN(R PER ANSI/TPI I TIC. r. S .I wa � SPACING 24. 0" J REF - 1 S V K 0 8 1 —R 6 3 Ft CeE1i6EBIe of AntkDliEMioD A 567 "l►N THIS OWf PREPARED fR()I1 COMPUTER IHPOI (LOADS 8 DJK NSIONS} SU814111"V fit' ""' S b'I'I H. (65470 515/R78 / 2289A,B ( ) 12E - FT4) lop chord 4x2 SP #1 Dense :12 4x2 SP 2400( 2.11L: Bot chord 4x2 SP 2400f 2.01. A) 4x2 SP Q1 Dense: Webs 4x2 SP #3 SPECIAL LOADS (LUMBER DIJR.FAC.-1.00 / PLATE DIJR.FAC.-I.00) TC Frorn 100 PLF at 0.00 to 100 PLF at 22.8) BC From 10 PLF at 0.00 to 10 PLF at 22.81 1C 693 LB Conc. Load at 18.25 Deflection meets L/360 live and L/240 total load. (**) Plate(s) require special positioning. 15" Typ. f_� 5X8= 4X6= 060 - T — 10 6 0 4X6= 14=3X4= B1 1.5X4(**) = 5X8= 4X6= W=H0312= 1 .5X4 (R) 2X410 4 X 6 =_ 1.5X4 BI 24" See ANSI/1P1 1 02 Sect, 7.5 for additional bracing requirements. Bracing material to be supplied by erection contractor. Max .)I VtRT .EFL: 1_L: 0.71" DL: 0.25" recommended camber 3/8" In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Truss must be installed as shown with top chord up. 2-9 0 4.54" 1.5X410 1.5X4III 14=3X6= -3-11 4X8= 6X6= 5X5= 5X8= W-H0312= 4X4(**) IR 5X8= 4X6= 5X10= 1-4-0 8-0.0 _- 22-11-4 Over 2 Supports R-1814 R-1388 W-5,75' Note: All Plates Are 3X4 Except As Shown. (Copy-65470-50/R78 / 2289A,B ( ) 12E - FT4) Design Crit: TPI-2002(STD)/FBC 1 E Scale =.3125" Ft. C RT=1.11) 19r 10 0 7.20-0918.19 TY:1 FL PLT TYP. 20 Gauge HS•Wave INS1A111NG AND PRACING. T C L L 40.0 P S F R E F R O8 1 5219 •`NARNING'• IRUSS(S REOUIRC EXTREME CAR[ IN 'ARRICAf108, HA-ULING. 5111PrING, COMPORETIF SAILIT lNr ptMAT10N). YIRII ISHfO ev III (TRUSS 11 A11 Ie5111U1I. 583 O'"— N CFL0. IU BCSI 1 D3 /BUILDING D'DNOlR10 OR.. SUITE 208. HAOISDN, NI S)R19) AND MICA (NOGG TRUSS COUNCIL OF AH(RICA. O3u0 C"I(NPPI SE l". lxlST RUNCti0N5. UNLESS OTHERWISE INDICATED. • •/A ' T C DL 10.0 P S F DATE 0 2 / 0 6 / 0 6 HADISON, HI S]/I91 TOR SAfEI/ PRACTICES P0.10R 10 rCRrD0.H1NG TOP CO BAD SHALL HAVE PROPERLY ATTACHED S7RUC1URA1. PAHEIS AND BDITDH CHORD SNAIL HAVE A 1'ROrIRIY ATTACHED .,w• ,A•�`Cj S •• v 5.0 PSF DRW 14CUS OBI 06037515 Al GI" CEILING. �,. �t� ,/� :tv BC DL _WC-ENG •' IMPORTANTA•rwH)SH A TOP I Or IRIS DESIGN 10 ITT[ INSTALLATION CONTRACT.-. AlI1 N( feGle[[RfD 10 tlDllD THE No. �Z •� p/� LI V 1 1 D. D PSF AK/AP Ai_ P I N E M Uf5 INC. STEAL NO BE RfSPONSIBIf fDR ART 0[YIAIIOR iRBH IRIS D[SIGN: ANT IAIIOR( WITH Irl: OR fA"RICATI NG. HANOI ING. SHIPPING. 1NS'At1 LNG S BRACING Of TRUSSES. — -- - 1 PASS IN CONFORHANCL I UfSiGN COefORMS Y111I ARI/[Ael[ rNuVISloNs .r HITS IMA1168Ai DESIGN SP([. ev ArtrA7 A.I. IP1. ALPINE TOT. L D. 55.0 P S F S E O N 16017 C."ENC 0: PIAtCS ARE WAIT 0! 20/IB/16GA (V,H/S/A) ASTH A663 GRAOC PO/60 IN. R/N.S7 GAIv. STET/. APPLY 16 UA •Z. i STATE OF -- PLATES TO EACH FACE ON TRUSS AND. UIILCSS DIHf-NISE EOCAIEO ON 11115 DESIGN. POSITION PER ONANI"G' Ae! INSI[CIIOM U/ rLAlfi fOIION[D 07 11) SIIAIE tl[.I[R A.eNEN w) D! IPII-2002 S(C.]. A SEAL ON IRIS • OUR . F A C . ' 1.00 T FROM R N S Alpine Engineered�r�,r.�P,roduc(s)Inc. DR ANI N6 TNDICAILS AU(PIANCE Of PR DP E S S I DNAI (eGIeLCRI NG RE SrONSI RII IIY SOLELY FOR THE IRuss CWONE N! 19S0.•.alley Drive DESIGN p.m.. THE SVIIABIIIIT AND USE m IHIS COMPONENT FOR ANY 8DIt DING IS TH( Rf5PON518Il TIT Of 1.1 5l1 \\ sl� SPACING 2 4. 0" L) R E F ---- 1 5 V K 0 8 1 _R 6 3 luim Or, FL 3)W BUILDING DESIGNER PER ANSI(IPI I SEC. 2. FI. r_lR„IR of AwAuirniw M 567 THIS DWG PRIPARID IRON COMPUTER INPUT (LOADS & DIMENSIONS) SLIOFII)1ED by [Russ f7T R. (65470 5U5/R78 / 2289A,B ( ) 12F FTi) Top chord 4x2 SP y2 N :12 4x2 SP #] Dense: Bot chord 4x2 SP 2400f 2.0E. :B2 4x2 SP #2 N: Webs 4x2 SP #3 Max J1 VERT DEFL: LL: 0.41" DI-: 0.20" recommended camber 1/4" In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Truss must be installed as shown with top chord up. (**) Plate(s) require special positioning. ]5" Typ.) 4X6- 1.5X4(R) = 4X6= 0-6-0 4X6= 4X6= 1.5X4(*A) 2X4 81 10 6 0 W=3X4= 3X4= 3X4= 3X4= 3X4= 3X4= 1.5X41u See ANSI/TPI 1 07 Sect 7.5 for additional bracing requirements. Bracing material to be supplied by erection contractor. Deflection meeLs L/360 live and 1_/240 total load. 26" —6 10-B T2 2X4Ill 4X6= 4X4= 4X6= W=H0308= 4X4= 4X6= L 1-4 0 0 l 0 0 7- *8 r 0 0 4X6= 3X4= 1.5X4(R) 19-6-8 Over 2 Supports R=1058 W-3.5" R-1066 W-5.75" (Copy 65470-5L15/R78 / 2289A,B ( ) 12E - FTi) Design Crit: TPI-2002(STD)/FBC OTY:B 1 E Scale -.375" Ft. PLT TYP. 20 Gauge HS,Wave C RT-1.10(1.25) 10 0 7 .20. 0918 .19 ••WARNING -A IMUSSES RIOUIRE fNfRfm CARL IN fAONICATION. HANoIING. SNIPPING, INS1AlI1N1; ACV GRACING. PUOLISMEO Or IPI (IRU$S PI AI[ INSII1.11, SO) co�I �' /FL TC LL 40.0 PSF REF R08I 5220 R(I(P fD MCSI 1 01 JOUILDI46 CONPOKFMI SAFFrI IMFDRNAIION), 3UIll I00. HAOISON. MI f)714) AND MICA (MOOD IRtlSS COUNCIL Of ANERICA, "ONEMIFRPPI Sf lM. '• / �. 0 2 0 6 0 6 O'D.or K10 DP.. HAOISVb, MI " IR) IDR $AIIi1 PRACTICES PbI OM t0 P(Rl ORHIYG IN(SF fUNCl10NS. UNLESS OIHERMI$1 IMDICAI(0. l0P CHORD $HALL HAZE PROPERLY ATIAC"10 SIRUCIHNAL PANELS AMC AOIIOH CHWO SNAIL HAVE A PROPCRI.1 AIIA[N(D , �•,% ,i ••� T C D L 1 D D P S F DATE / / 41611, CEILING. A. ` BBB/C� DL 5.0 PSF DRW HCusa081. 06037519 if W ""INPORTANT—tURNISN A COPY of INIS DESIGN To flit INSfALLAFION COMfNACIOL, A(PINE 11GINILNIO sNA,1 R01 OE AISIOMfl01[ fOR ANY IIIAIION IRON 'HIS OC$IGM; ANI fA1L0R1 IO M.I.IINI y i py LL 0.0 PSF HC-ENG AK/AP ALPINE INOWCIS. INC. IRUSO IN CDIIf OMIX= .11N /P1; OR fAW 1CA IIKG. IIAMDIING. $HIPPIMG, IRSIALLING I YRACING Or 1RUSSIS. 7f i OFSIGI 1"111"1 ..IH AIILICA/LK IRDVISIOMS or NOS UmArIDNAL DESIGN $PLC. $I ArSPA) AND IPI. ALrINE CONNf tIOR IIA4S AME IN of Of t0/IO/164A tM.11/S/q ASTN A657 WADE AO/f0 (N. K/x, S) DAL". SI[{L. APv(T POSI II OM P[R OXAHINGS LOOA-7. i /A B�MI G TOT. LD. 55.0 PSF SEDN- 16019 PLAi[f f0 EAGH FACE Or 1R(1 SS AND. UkII SS OT Nf 0.MI 5[ IOC AIFD W INIS o{SI GI. ANY IYSPC ON DI IIAItS I0 OWED O1 of SIIALI O[ 1[R AMN[S A) o! IPII t00C SCC.7. A f(Al OM INIS .,�',OR1pp+' DUR . FAC . 1 . 00 , FROM RNS Alpine Engineered Products, Inc. WAN$Y6 INDICAFE5 ACC(PU I Of PMDrf SS10NAl FMGIb1El1*6 R(SPWSLOIL171 SOLELY fill INK INUSS to wDNl N1 Il.ines City, 13844 90RD NG OFSIGMIMr Pik AMSIIIPP'f, SIC D�E or nnS coWDNE Mr FW ANT eNIL D1NG Is INF R[SP0451O,111Y of Io( FL Certificate of Aathormaim 9 567 _ S M Ir ' "� �"'l` SPACING 24.0" JREF - 1SVK081_R63 (65470 5115/R78 / 2289A,B 1 ) 121 FT2) lop chard 4x2 SP #2 N :12 4x2 SP #1 Dense: Sot chord 4x2 SP #2 N :B3 4x2 SP 2400f 2.0E: Webs 4x2 SP N3 SPECIAL LOADS - (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.-1.00) IC From 100 PLF at 0.00 to 100 PLF at 19.29 BC From 10 PLF at 0.00 to 10 PLF aL 19.42 IC 533 LB Conc. Load at 18.13 Deflection meets L/360 live and L/240 total load. (**) Plate(s) require special positioning. 151, 1yp.1 1.5X4{**) = 4X6= 0-6 0 T - 1.5X4(R) 6X6= 3X6 III 10-6-0 4X6= 3X4= W=3X4= 3X4= R-1094 W-5.75" W=3X4= 5X5= 4X6= i HIS UNG PRF PARED FROM COMP11I I INPt)1 (I. GAGS A OIMEN' ION S) SUDFtI IIED D`! rR US MFR. 'fee ANSI/TPI 1 02 Sect. 7.5 for additional bracing requirements. Brar,ing material to be supplied by erection conlractor. Max J1 VEP,I DEFL: IA: 0.35" DI-: 0.19" recommended camber 1/4" In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Truss must be installed as shown wlth top chord up. 24' 2 9-0 4.5 3X4 (**) = 1 .5X4 III 3X4= 12 11.5X4III 4X4= 83 4X4= 3X6111 19-6-8 Over 2 Supports 3-11-0 4X6= 3X611 5X5= 3X6 NI 5X5= (Copy-65470-5U5/R78 / 2289A,8 ( ) 12E - FT2) Design Crit: TPI-2002(STD)/FBC C RT=1.10 1.25 10 0 7.20.0918.19 OT PLT TYP. Wave "MARNING" TNUSSES REOOIRF ESINI NE CAR[ IN FAtlPICAIi DN, HANOL IMG. SHIPPING. INSIAILING ANU OAACING. RF1lR 1D B[51 1 OI (RUILDIAD GDMPOYERI Sn1[IT INf ORNnt 10N>. IUOtISNlO OF TPI (""SS PlnlE IM5111UTE. SB) P'OROFRID OR.. SUITE 200. MADI 50R. YI 5)/19F AND MICA (MOOD TRUSS COUNCIL. OF AMERI[A. 6]OD [MIFRPR PSI lN. N+DISON, MI $11191 1OR SATLIT PRAC�ICLS PRIOR TO PCRTIF ING IIIISL FUNCTIONS. UNLESS DiH(RYI S[ INOICAI[0. , .! ......-n IUP CHORD !NULL HAVE PROPERIT AIIAC,HEO STRVCFIIRAI PANCIS AND BOTTW CHORD S"Att MAYS A IROIIRLY AII.C"1O RIGID CEILING. ` v •�� •1HVORTANT•y uRNl itl n COPY OF THIS OCSIGM IO iH( 1NSIALLAt1OM COMINACIDR, nlP1Yt [RGI RI CRI �j NO. Z IR OOVC TS. IY[. SIIA 1.1 Y01 R[ RESPONSIBLF FDR ANY OEVIAIION FR011 THIS Of SIGN: ANY fAIIURI. 10 AUItU LYE j ALPINE IRUSS 1■ GONFON-CI NI1.1 IP1; OR /AMRtGA.ING. HANDLING. SHIPPING. INSIAILING E RRACIk Of IRUSSfS. j 1 'R OF SIGN fDMF nRNs MIIN APPLICABLE PROVISIONS OF NOS INAt1 DYAL OISIGR SPEC, DY At61A1 AMU IP1. AIt I NI + CONNf CT ON PL A T 15 AN M Vf Of 20/00/1664 IY.N/SJRF ^SIR A6S3 GRAD! 40/60 (N. NJH,S) GAIY. SIt/1. APPLY i TATE OF PLAIES 10 EACH FAC1 D1 IRUSS AMD. URICSS DINE RNISE LOCATED DM THIS DESIGN. PDSIFIDY PER PRAYINCS 160A(. INS;" " A D/ PIA Tl, IDLL W[D DT 111 SHALL BE PER AtlNCi A) OF II11 200: SfC.), A S[AL DR PHIS s Alpine Edlgineercd Products Inc.A.T me red odd Cy HNineBCiFy,Fl. 13844 PRAYING INIIICAIES ACCIPTANCt OF PROFESSIDNAL ENGINEERING RESPOOSIDILIIY SOLELY FOR Jill TRUSS CWPOHEIF Of SIGN 511OWN. fH( SUIIABItIfY AMD USE Of THIS CDMPDNENf FOR ANY BUILDING 15 TILL Rf SPOn SIDILITT Of I'll D1111DING UCSIGREH ItR ANSIJIPI I SEC. 2, 4 PB + �ORIp0. •{ � + 6 X 6 = 2X4 III 1 .5X4 (R) T 1-4-0 0-10-0 _4__ 8-0 0 8X10= 4 X 6 =_ R-1562 We3.5" TC LL 40.0 PSF C DL 10.0 PSF L 5.0 PSF L rL 0.0 PSF LD. 55.0 PSF DUR.FAC.' 1.00, SPACING 24,0" Scale-.375"/Ft. REF R081-- 5221 DATE 02/06/06 DR W Hcusa081 06037523 HC-ENG AK/AP SEON- 16022 FROM RNS _ JREF- 1SVKO81_R63 I)(IS DWG PREPARED IRUH COVIPUiER INPDi (ICm), L [I ILI1SIUNS) SI18I11IitD 8i TRUSS 11i R. (65470 505/R78 / 2289A,8 ( j 32L_ F13) lop chord 4x2 SP Q? N Bot chord 4x2 'Al !I2 N :131 4x2 SP 24 00 f 2.0E: Webs 4x2 S11 #3 Max JT VERI DEFL: LL: 0.34" Dl.: 0.16" recommended camber 1/4" In lieu of rigid ceiling use purlins to brace BC @ ?4" 0C. Truss roust be installed as shown with top chord up. (**) Plate(s) require special positloning. 15" 1yp.r 4X6= 1.5X4(**) -1 — 0 6 0 1 .5X4 (R) 10 6-0 See ANSIIll'I 1 02 Sect 7.5 for �IElditional bracing requirements. Bracing material to be Supplied by erection Contractor. DeflecLion meets L/360 live and 1/240 total load. 24" 1 2 9 0 3.1y, 2 10 8 = 4X6= 3X4= W=3X4= 3X4= 3X4= 3X4= 4X44X4= T -T 1 4I-0 � 8-0-0 _Y- 18-5-4 Over 2 Supports —I Rv1007 R-1007 W-5.75" Note: All Plates Are 3X6 Except As Shown. (Copy-65470 5U5/R78 / 2289A,B ( ) 12E - FT3) Design Crit: TPI-2002(STD)/FBC FL 1 E Scale =.375" Ft. C RT=I if) f 1.25 10(0 7.20.0918.19 0TY:1 PLT TYP. Wave AMU BRACING. r T L L 40.0 P S F R E f R 0 8 1_ 5222 ••WANKING'• IPUSI4S R{OUIR{ T}iRENE CART IN fAtlRl[AIION. NANOLING. SNIFFING, INS)AIIING gIFER ID BCSI 1'D3 (e UII D I CO"PONEMI SAT LIT I IDRW.I ION). PU6LISNLU er IPI (TRD 55 PI All IN SI,TNRI. SB] TRBSS COUNCIL Of A"ERICA. 6SOO CNTERPRLSE L11, �• y .! •� !,, (� P S F DATE 0 2 / 0 6 / 0 6 D-ONB,R10 DR., SO11( E00.-01SDN. NI SJ119) AN0 WICA (NO 0 NAeISON. Y1 63,11, I1W1 SAFE,, PR ACIIC[S PRIOR TD PE REOR NI NG TNISE FUNCTIONS. UMlC55 OI 1. S1. INOICAIf O, , c j�_ T C D L 10.0 ---_.-. TOP CNORD SHALL NAVY FAUP(RtT AFIACHtO SIRUCIURAL PANEL AND eonO" cHao suAu WAYL A PROHRLT An,c"m ' R 1G 10 CC ILING. •• BC DL 5.0 PSF DRW NCUSR08) 06037524 •-IMPGRTANT•'FURN1511 A COPY Of 11115 DL510N TO THE INSTALLATION CONTRACTOR. AIPIMC ENGINES ANT IAIIURr ,0 NNILB NE t No B C L L 0.0 P S F H C E N G AK/AP ALPINE PRDUU[T5. INC. $NAI, NOT N1 NLSFONsIRtE FOR ANT OERIAIIPN FRBN THIS DLSf6N; * to SS IN CONFORNARCE WITH IPI: OR FABRICATING, (ADDLING. 5NIPPl"(- IRS( ALL ING R egAt ING BF TRUE• S. ANU IPI. At E ', * 5 5 0 PSF S E O N - 16030 DESIGN CoUFORNS NIT" AFPLICANLE FRO1'ISTO"S BF Do$ INAIIONAI 01$1GN SP[C, NT AIAPA) C DNNI[I0R 11,11S ARE NAIVE 0, fD/1R/16DA (Y,I1/5/RI ASTN A653 GRADE AO/e0 (N, RlR.5) 6ALY. S" " +FPI POSITIDN Y[R DIA"'I ,60A� ��; al� ! ' TOT . L D . . n A', IB IACN FACE OF IRIISS ADO. UNI ISS DIN[NWTst Loc I10 OR TI11S 0151(1 OF 11-11S FOu UWLD NT 0) "All N( PCANN1R As OF Itn "O% SIC.1. A sL1 Na IN15 � P •• R1D FUR. FAC .• 1 00 . FROM RNS ANT INSPECIION Alpine Engineered Products, Inc. DRAWING II10(I.ArES ACCIPTANCI OF PROFISSIDNAt tNGT NEFRI NG R[SPONSINIIIfT SOIELT I'DA INF TRUSS CONPDNC NT n95GMNIkyNUT: DL51G. SNONM. INC SNITAB 1I1Tr AND USE DF 1R15 LB1WDtlENT IBR ANY NUIIDLG I51'It R[SYONSIOIIITY OfT,IL lismaCky,fL 3444 BUILOM DISIGNER PER AN51/1P1 I SEC. 1. ,•• ` • S t1Atl 6 - SPACING 24.0" __—_ — ---- JREF- 1SVKO81—R63 InIS DWG PREPARED FROM COMPUIER INPUT (LOADS 1 DU"EIISIONS) SUBMITTED BY IROSS At R. Lop chord 2x4 SP 112 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non concurrent live load. 4X4= 120 mph wind, 20.51 ft mean hot, ASfE 7 02, CLOSED bldg, located anywhere in roof, CAl II, [XP 8, wind IC DI 4.2 psf, wind 13C, 111 5.0 psf. In lieu of rigid ceiling use purliris to brace 8C @ 24" OC. Deflection meets L/240 live and L/180 total load. 4X4(A2) = 4A4(AL) �10 R-919 U-289 W--4" 11-8-0 23-4-0 Over 2 Supports (65470-5U5/R78 / 2289A,B ( ) 12E - A2) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RTm1.00 1.25 10 0 7.20.0918.20 "WARNING-' TRUSSES REOUIRC EI/REMF CARE IN FADRICAFION. HANDI, I MG. SHIPPING. IMSfAtIING AND BRACING, M ail RCI(R TO SCSI 1.03 (/UILDINO 1- OMf NI SAFLIY IMf MMA TIVMI. PUBIISNCO SY 1P) IIAUSS Pt A1[ INS111U1(. $83 D'ONOFBIO DR., SUI 1E 100. MAD'so . YI 6171f) AND MICA IYD00 TRUSS COUNCIL OF AMERICA. 6100 tNI/RPMISt IN, MADIfOM, 11 SSfIl1 rOR SA1[TV IIACTICLS PAIED RIM 10 P[R.OIIMIMG 1"LSE .UMC110M1. UML[SS O.M[RMIS. IMDIL. f0I CHORD SNAIL IUY1 11011.11 AIIAC11E0 1 11UR.1 PAWLS ANO .."OH CHORD SMALL -All A PROPI RIY AIIACIIED ITIBIS PMIMPORTANT—FVRNISN A CDPT DF FIMI OISInN 10 fN( INS/At1ATION COMfRACION. AIPIME tMGINECA N0 I1000f.lE. INC. HIAII NOf SI AF SYDNSISIE FOR ANY DIVIAIIDM FROH THIS DESIGN: ANY rAT LVVE IB SUIto E ALPINE RUfS I# rBNfORMANCf NIIN 1P1; 0/ FAORICAItMO. HANDLING. SHIPPING. INSTAltIM6 E BRACING Of 1R0551 ! DESION COMFORHS NIIN APPLICABLE PROVISIONS Or NOS (SAIIOMAI DESIGN SPEC. BY AF1PA) ANO IP1, Attl CONM1C101 KAIES ARI MHot Or C0/IS/11GA (V,H/S/1) ASTM Al/S OWE 10110 IN. N/11.5{ WLV, ST(It. APPLY � t STATE P t. t1fS ID 'Atli fAtl US fB USS ♦N0. UNt,SL Of NI RYI S[ IOCAr(0 OY THIS Df SIGH. IOSII :.GAP( P(R OAAYI MCI 116A 1. /► Alpine &Igilleered Pro`du��-cts, Inc. AMl IMSPICIIOM OF rtAns 1DLL0N[D Di (1) SnAtl br PCA AN MET A) Of 1PI I EDOt W.I. A Stwl DM THIS /jS' . Ine odu DRAMING IRDICAfES ACCtP/ANCE OF PROFESSIONAL [SLIM E/1MG RI SPOYSIBiI IIY 501111 f01 INE MUSS COHPGNINI {/ A iiwky Of SIGN SHOMN. TM[ SUIIAB111IY An, USE Of THIS Co.10MEN1 FOR ANT BUILDING IS FH( Rf SPOM SIB II ITT 0E IHC usioes City, FL 33144 BUILDING DESIGNER PER ANSI/IPI I SEC. z. A9 F1. Cmlr1(Nte of Aulhoraxioo 0 567 1-8-0 R-862 U-261 W-4' OTY:3 FL 1 E TC LL 20.0 PSF TC DL 7.0 PSF C DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF L F DUR.FAC.' 1.25 SPACING 24.011 Scale a.3125"/Ft. REF RO81-- 5223 DATE 02/01/06 DR W HCUSR081 06032898 HC-ENG GOL/AP SEON- 18729 FROM WEW JREF- 1SVKO81_R63 T 11 IS DWG PRtf1A.RF0 FROM C011PUI I IHPUI (I GADS d DIL'ENSIONS) S(IOMI'TL I) DY TRUSS MIN. ( 65470 5U5/R78 / 2289A,8 ( ) 12E All ) Toil chord 2x4 SP #2 N Bot chord 2x4 SP (j2 N Webs 2x4 SP #3 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. 4X4 (A2) = l o� -0-0 120 mph wind, 20.34 ft Inean hqt., ASCF 7 02, CIOSID bldg, Located anywhere in roof, CAT 11. LXp B, wind K DL 4.2 psf. wield BC i)L-5.0 psf. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 24" OC, all BC @ 24" OC. Deflection meets L/240 live and L/180 total load 4X4= 4X4= 1 4 0 23-4-0 Over 2 Supports R-919 U-287 W-3,5" (65470-5U5/R78 / 2289A,B ( ) 12E All) Design Crit: TPI-2002(STD)/FBC C RT-1.00 1.25 10 0 7.20.0918.20 PLT TYP. Wave —WARNINGA" 1P115SES RCKII-E INIRCNI CART IN 1.9511CA11O.. -NOTING, SNIPPING. INSIALI 1w,, AND BRACING. NET, IO BCSI 1 07 (BUILDING COMPONENT SAFETY INFONNAII01), PONIISNLO BY Irl (IRUSS PIAfF INSTIruIE. seJ 1f D'ONOfMID DR., SV III y00. NAOISOM. NI SJ119) AND NICA (NOOU IN" ISCBYNCtI OF AMIRICA. 6J00 (Mlf 4PR1 SE IR, NAOISON, MI $7y19) FOR WITT PRACIIC(S PR TDB 10 PEW ONNING 1Mf S[ fUNCT IDR S. UNIt SS OTNt RYI S( INDICATED. I" �• POP CMORD SNAIL OAVC PRDFERII AT TACI.ICO STRUCTURAL PANELS AND Rei10M CHORD SHALL 0AVE A PROPLRII ATTACHED ..610 CEILING. N44 —IMPORTANTAhU#NI 511 w COPY Of iN15 DE SI GR 10 i"t INSCALLA'ION COIIRACTOR, w1. PINE [NGL NEI R[D r• IR OOVC15. INC. SHAII 101 BE 01111611BLE FOR AV' DIYIAII11 FRO. INIS DESIGN: ANI TATI DRI f0 BUILD flit L BRACING OF TRUSSES. y ll ALPINE RUTS ICFORMARCf YIIN IP1: OR f...ICA"., 1AN011xG. SNIPPING. INSTAIIIMG CO."CTOROS NDS DESIGN SPEC, RI AfAPA1 A10 I11. ALPLR A A DESIGN NTT11 APPLICABLE PROVISIONS OF (NATIORAL ASIM .653 GRADE 1D/60 (M. R/N.S) GAL', STILL. wPPIY A � TAT C OMN[CION Pl AfES AA( NADC OF Y0/IR/16GA (M ../S/R) FLAILS 10 EAE11 fAC1 DF IRUSS AND. LLRLFS$ OIIIIRMIS( LOCA110 DO T"IS DESIGN, POSITION P" 'NIANI"GS I60A E. wI ON 11115 ANT 11SIECIION Of PLATES FOLLOWED BY (1) S14IL Of PLO ...EN A7 Of LPII LODE S(C.). A SEAT � w 01 Alpine FaTgilleered Produclp Marley R 1950 Marley 1hm HBillaOOL 33144 Inc. DRwYI MG 1lID ICATfS A[C[PinNC[ Of PROCESSIDNAI INGIR[ERIYG RESPONSIBIIIIT SOLELI FOR LOT IRUSS COMPD*ENI OF SI GI 5110M1. IMF SUIIABIII(y wNO USE Or INIS COMPONENT FOR ANY $0110106 IS 111E Rf SPONSIB II ITN Of IM[ BUILDING DESIGNER PER ANSI/TPI I SEC. E. 4 � ./ l ■■��1I ��m 1-0- R-862 U-259 W-3.5" QTY:1 FL/-/1/-/E/-/- T LL 20.0 PSF S+ TC DL 7.0 PSF 2 : BC DL 10.0 PSF BC LL 0.0 PSF F 1 TOT.LD. 37.0 PSF DUR,FAC,' 1.25 SPACING 24.0 5-10-3 17 5-14 Scale—.3125"/Ft. REF R081-- 5224 _ DATE 02/01/06 DRW 11CUSR081 06032897 HC-ENG GDL/AP SEQN- 18728 FROM WEW JREF- 1SVK081_R63 THIS D7IG PREPARED IP014 CDMPUIER INPUT (I.OAVS & DI ilI PIS I ONS) SUDIAIIILD DY TRUSS RfR. ( 65470 51)5/R78 / 2289A,B ( ) 1Zt - AM I _ 120 mph wind, 19.84 ft mean hgl, ASCF 7 02, C1,0SF0 bld9, IOCatedE Top chord 2x4 SP 112 tl anywhere in roof, CAT I1. FXP B, wind IC R 4.2 psf, wind BC DL .1 0 Bot chord 2x4 SP 112 N Webs 2x4 SP #3 psf. Dead loads are stated on projected horizontal area basis. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 24" OC, all BC @ 24" OC. Bottom chord checked for 10.00 psf non concurrent live load. Deflection meets Li240 live and I/180 total load. 4 X 4 = 4X8= 4X4 (A2) _ LP R-919 U-280 W¢3.5" -0-0 5-4-0 23-4-0 Over 2 Supports 9-0-0 R-862 U-253 W-3.5" 4 10-3 17 5-14 (65470 5U5/R78 / 2289A,B ( } 12E - A9) 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=.3125" Ft. '•1P1ARJ1IJIG•' IRVSSFS REQUIRE EITRfW CAR( IN fABRICA1100. NAMING. SHIMPIG. INSIAL11N6 ARE BRACING. C LL 20.0 PSF REF R081 5225 REFf0 ID TICS, 1 0) (BUILD'N4 COINON[N1 SATEfr INFORMATION), PVBLISIIEV OY III (INUSS PLAT( INS11fUrf. SIl D'ONor■10 DR.. SOME I00. MAUL SON. NI $)119) AND PICA (MOOD TRUSS COUNCIL Of AM(RICA. 6500 (RT(RPRISE LR. '� T C DL 7.0 P S F DATE 0 2 / 0 1 0 6 NADI SDN. Y1 531191 roll SAF((, PRACIICfs .ION 10 P(RIOIIMI NO lOf S[ fUMCIIDNS. UNLESS 9lIICR41 f[ INOICAfto. 4_ •` •`••SN••• IDI CNORO $ NAIL HAVE PROPERLY AIIACNEO STRUCTURAL PANELS AND 0011OM CHORD SHALL NAVE A PROPLRLY AIIACII(D V I RIGID C[IL1.G. '••� :v� BC DL 10.0 PSF DRW Hcusaoei 06032896 •'IMPORTANT••r uRNISN A Corr 0! THIS DESIGN t0 rNL ION, LA1tDN [ONEM[IM. AI PINE fNGI N[f RE N iZ BC LL 0.0 PSF HC-ENG GDL/AP IRODUCTS, INC. $11ALL N01 B1: Of SPONSIBII ION ANr Df v IA11US I 0R {RW THIS DESIGN; ANr rA1LUNC ro ■Y IID f �- ALPINE IR11Sf 1N CONFORMANCE YIT1I IP1: DR rABRICAtING. NAWOIING. SNIPPING. INSIALtING a RRAGIYG OF TRUSS($ * : r • DESIGN CDNI'ONMS 411M AMICABLE PROIISIONS Of ROS INAIIUNAL DESIGN SPEC, I' Af6PA) AND iPl. ALPINE TOT L D . 37.0 P S F S E Q N 18727 r.bNNE [lOR PIA IF,S ARE MAD( Of !0/IB/16GA (N.11/S/F.) ASIM 465) GRADE 40/60 (4. R/H.S7 GAIY. SII.I. AI PLT STATE OF I1A I[S 10 (AC11 FACE Df IRUSS AND. UNLESS OINIRYIS( I.00ATED DR 71115 DESIGN. P0S1110N ILR ORAYINGS 1bAA-[. , ANr INSPECTION Of PLATES FOLfWIO BY it) SHALL R[ PER ANNIX A) 0c I'll Poor S[C.S. A SEA1 ON 1"IS >�• OUR . F AC . 1 . 2 5 FROM WE W A3PIneEllgil�eredw.P,roducls, Illc. DRAWING INOICAIES ACCEPTANCE Of PROFESSIONAL ENGINEERING HESPONS10ITTTY 501E(r Is INf TRUSS GDMPENENI :c�Ofil�,.•• ` -- 19%MWICYDOVO Dr SIGN SHOWN. INE SUIIABILIIY AND USE Of TNTS CTIMPPb[NI Iw ANT RUlLD1YG IS r11C RF SIONS10Il Itr of ENE pp fyy HlinuCiyjI. 3?EM IV list AG DESIGNER PER ARSI/IPI I SEC. I in SPACING 24 . 0" JREF - 1SVKO81_R63 FL Ceniflutc of AWINtrimioN M 567 l• THIS DWG PREPANLO FROM COHPUIER INPUT (LUAUS & UIHt HSIUNs) �UbNlIIL.V of IM `] - ( 65470 5115/1t78 / ZZ89A,8 ( ) M An, ) -Top chord 2x4 SP 112 N Bol chord 2x4 SP 1f2 N Webs 2x4 SP #3 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non concurrent live load. Deflection meets L1240 live and 1_/180 total load. IS=��o 3X8(B1) 4X10= 2 X 4 III 120 mph wind, 19.34 ft mean h9t., A.SCE 7 02. CLOSED bldg, Located f anywhere in roof, CAT I1, LXP 13, wind IC: D1u4.2 psf, wind BC Di. �.0 psf. In lieu of structural panels or rigid ceiling use purl ins to brace all flat TC @ 24" OC, all BC @ 24" OC. #1 hip supports 7-0-0 jacks with no webs 4X10= PX 4 6 r � 2X4� -- ---- _..__ 3 X 8 ( I)T% 5 14 4X4= 6X6---- 4X4= -0-0 _1- 9-4- R-1780 U-544 W-3.5• 23-4-0 Over 2 Supports 2289A,B ( ) 12E - A7G) (65470 5U5/R78 / Design Crit: TPI-2002(STD)/FBC C RT-1.00 1.25 10 0 7.20.0918.19 PLT TYP. Wave " WARNING^• 14V5515 Rf OUIRC 1%IREH( CAM[ IN FANNICA/IDN. IIANDLItlG. SNIPPING. IRSIALI. ING AND BRACING. USS IIAII IRSil TOTE. fB) ` R ErER 10 NC SI 1.0] toDIIOINO l0"I' [NI SAF 1It INf04NA1 IDN). PUII ISIHD BY TII IYR b'ONOiR10 OR., SUI I[ J00. MAO 130N, MI 5)E1S) ANO W CA (400D TRUSS COUNCIL D) AMERICA. f]QO [MIENYN it[ lR. 1^ -DIROn. YI $)ll Nl POR SAflTY rR AC 110E5 PRIDN 10 P(Rr MN1*0 FNESC !UNCTIONS. UNLESS O1HE Rtll SL INOICAFEO. I TOP CNBRD MAIL MAY[ PROPE4l1 ATTACHED SFRUC1UNA/ PAN[lS AND BOITM CHORD SHALL HAV( A PROI[RLY ATIACIIDD ^P RIGID CEILING. ^•IMPORTANT^•FURNISH A COPY Of FHIS DESIGN 10 111E INSIAL IATION CONTRACTOR. AI rI NE ENGINEER! 'q 000C Ii. '•°. SNAII p01 B1 R151PNSIBL[ loR wtl% 0[YIA 110R ino.1"IS OE SIGtl: ARY fAILUR[ TO BUILD 1 " ALPINE IPVSS Itl [OMI DRNA RCf Ylfll iPl: ON FABR I[AIING. xA.DIING. SNIPPING. IMS1AlLING t IRACI4G OF 1RU55[S. U(3I611 COM ORHS YItH Afrtl"b E P4 PVISIONS Of ROS 1RAIIONAL DESIGN SPEC. NY AF {PA) AMU fPi. AL II RI +: " CDNNCCIOR Il A1F1 ARE HAD[ at JO/IB/IGGA (Y.11/S/K) ASTH A6S3 GRADE 4O/60 (Y. K/H.51 GAI Y. Sf[EE. APPLY IAEL Of TRUSS AW. UNLESS Of111RY1T! IOCAI[D ON IRIS DESIGN. PDSIIIDN fin DIAYIRGS 160A <1, rQ w IL AIES SO EACH nNY INSPC[IION OF IL AIES FDll9YED Bi 11) SHALL BL P[R AYNC% A] Of 1P 11 20D2 SIC.). • Sf AI ON /xi1 P I a [;,. Products, Alpine EIIgil3e�red 1 F�WCW, INC 195D ed odu F IIBHr) C%y,FL 33844 FL Ca[ifH:xc of AwhmizAioe N 567 DRAPING INIIICATCS ACC...AN.. OF f4Df E5516NA1 ERGIREERIYG R[SPOR51RIl I1Y SOLELY FOR IxF TRUSS CONPDNf YI DESIGN SUMN. III[ SVIIABILITI AND USE Of IHIS COHPURENI FOR ANY BUII.DIN6 IS INL R[SP(HI Sit I11 Ol THE BIIItDIRG DESIGNER PER ANSI/IPI I SIC. J. ~ 7-0 0 R-1723 U-511 W-3.5H OTY:1 FL 1 E Scale-.3125"/Ft. .'+ f TC LL TC DL BC DL BC ILL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081-- 5226 DATE 02/01/06 DRW HCUSR081 06032895 HC-ENG JEL/AP SEON- 15834 DUR.FAC. 1.25 FROM WEW 6 SPACING 24.0" JREF- 1SVK081_R63 'ln. [TIC 107. r "... D I I I'iC A THIS UN6 PREPARED tROM COPIPUTER INPUT It OADS b DI14ENS10N$) SUBMITTED CY IRUSS 19f R. [op chord 2x4 SP #2 N Bot: chord 2x4 SP 112 N Etebs 2x4 S11 #3 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non concurrent. live load. 6-2 3 120 mph wind, 20.41 ft mean hgt, ASCE 1 02 CLOStD Bldg, Located anywhere in roof. CAT II, EXN B, wind TC DI;4.2 pSf, t'tind BC Dt,5.0 psf. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets 1-/240 live and L/1BO total load. 4X6(R) III 3X6(A1) ; 4x4(AZ) 1�0 11-8-0 I 11-8-0 _I I` 9-10-0 'f 9-6-0 I 4-0-0 1 23-4-0 Over 2 Supports j R-919 U-287 W-4" R-862 U-257 W-4" 17-4-12 (65470-5U5/R78 / 2289A,B ( ) 12E - A3) PLT TYP. Wave Design Crit: TPI-2002(STD)/FBC C RT®1.00f1.25 10 0 7.20.0918.t OTY: FL 1 E Scale-.3125" Ft. "WARNING— RES,T1.6)E IWIIDING CUHPOYENT ASAF[TT RE 14 FI NF ORHI.t/ONI�R. HPYRIJSJff R1I SHIPPING. N(TROSS IPIAIAII f GIN 11 Uff. $11) U'ONot IO DO., SUITE 2". MADISON. WI S)119) AND WILA (WOOD TRUSS COUNCII. Or AMIRICA. 6100 INf ERVRI SE LN, HAOI SON. WI SHIN) FOR SAFETY I.ACIICES PNIM IO IIRr ORNI NG INLSE FUNCTIONS. U.IL SS Of"I.WIS[ IYDICAI[0. 101 CHOPO SNAIL -YE "OPEN" ArIACNfU SI RIiCT ORAL IANLIS AND 00TlON CHORD SHALL HAVE A PROPERLY AFI.ACHIV Nlr.itl IE II LNG. V. "P / �� A.•� "� A� �r o LL r T C OIL BC DL 20.0 7 .0 10.0 PSF P S F PSF REF R081-- 5227 DATE 0 2 / 0 1 / 0 6 - DRW nCUSR081 06032910 H C - E N G G D L / A P I ALPINE ' AiMIeEn q't+txTedPToducts,hlc. P Di I)11VC """^! Him City. FT, 13E44 FL Cat trivite of Amhmizzibn 1567 "IMPORTANT"*(URN15H A COPY OF IN)$ DESIGN TO THE INSIALLAIION CONIRACIO.. wI PI NL (NGINLE.(0 %OWCiS. fN[ SHALL NOI OPNESPONSISLE ranART O(VEA"07 IN" THIS DESIGN: ANY FAILURE ID SO"D INE IRUSS IN C'ONFORNANCE WITH iPI: OR FIBRICA11N(1. HANDLING. SNIPPING, IRSIAI(ING L BRACING OI IRU5Sf5. DESIGN CONIDANS VIIN APPLICABLE PROVISIONS OF NUS (NAIIDNAI DESIGN SPIC. OF AFNPA) AND TPI. ALPINE CUNNEClp RAIIS ARE HAVE Or P0/1N/16GA IW.HrSIRI ASIN A613 GRADE 10,60 (W. R/N.SI G.N.I. SIEII. APPLY PLATES 10 EACH FACE Of IRUSS AND. UNLESS D"If RWI SE LOCATED ON 1N.S of SIGN. POSITION PER DRAWINGS 160A;1. ART INSIECTIDN or PLAITS IDI'To RY (1) SHAH IE TER AV.fL A) OF fri"OOC SIC.). A SIAt ON THIS pN AYtsG INDICATES ACC[P1AN[[ 11 PRDi[SS10"" ENGIY(LRING P L SPOIISI"I II IT SDL CLT IW tNI: INN SS COHIO N(Yf orSIGN S.DWN. THE SUITAII(IIY AND USE OF 1.1T CONPONENI 1 . ANT RYIL UIU6 IS Ix[ NI SVONSIB Il1IY OI IH[ BUILDING DESIGN(. PER A.S111P1 I SEC. I. 22 T 3 AI t:.1 ��S Q Onl0tV S OF r NAP BC L L TOT L D 0 .0 37 .0 PSF PSF __--- S E D N - 18740 OUR . fAC . I 1 . 25 FROM WEW SPACING 2 4. 0" _- J R E F- 1 S V K O 8 1 __R 6 3 TIi1S ONG PREPARED FROM COMPUI[R IMPUT (E00S d DI!!I IS IONS) sUB14111tD BY IF. LESS IV R.. ( 0�)4 lU 5Ut)/I;/t1 / ZZtl9A, IS ) ICI'. All ) top chord 2x4 SP 1j2 N Bot chord 2x4 SP /J2 N Webs 2x4 SP #3 Dea(i loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. 4X6= 120 mph wind. 20.41 If mean hgt, ASCL 7 02 CLOSED bldg, IoCated anywhere in roof, CAI II, IxP B, wind tf, Dl 4.2 psf, wind BC lit -5.0 psf. In Ileu of rigid ceiling use purl ins to brace BC @ 24" OC. Deflection meets L/240 live and L/180 total load. T 2 2-3 4X4(Al ) % LAVNI 11-8-0 8-0-0- 9- 10-0 9-10-0 19-8-0 Over 2 Supports R-789 U-244 W-4" R-720 U-221 W-4" (65470 5U5/R78 / 2289A,B ( ) 12E - A4) PLT TYP. Wave Design Crit: TPI-2002(STD)/FBC C qJRT-1.00 1.25 10 0 7,20.0918.20 QTY:4 1 E ALPINE ( t Alpine E(rgineered Products, Inc. l+hlky isso DIiP6 HBiwA Cily,fL 33144 ••YARIIIR6•• INUSSIS B(DUIRI ENTRINI CAR[ IM 1AORICw1101. NAUO,.I#a. SNIPPING. INSlwllix4 AND NRACIM6. x[1fR ID BOR. 1s'0) (RUIIOIN, CDMPOM.U1 SA[(IF 1NFORMAIION). PIIRLISHID By IPI ITNOS$ I'IAII IN511IU11. 583 D'WOf R10 OR.. SUI IL 20D, Ell 12AC MI $3I1/) AND MTCA (HOOD IRUSS COONCIL s. ANf RIGS. 6)DU [NI[RPNIS[ IN, MADISUN, YI $11111 FOR SA f LTV PBACI I1 $ PRIM ID PERF 0.I D6 IIIESI fUNC11ONS. Ua1.f SS NTNIBN ISf INOICAIIN, FOP ",DRD SLIME NAVE PROPENLY ATTACHED ATRUCTORAt PANELS AND BOTTOM CIIDRD 5"Itl IIAVL A PROFFRLY Al1AC.106 AIG'D E!"'"G •• 1HPORTANT••FORN7$H A COPY of Ixls OE$IGN to Fill INSIALLAIIOM CDNIRACIUN. ALll Nt fRGIB[EREO PNIIOUCTS. INC. SIIAtI NOI BE RISPONSIBI.E FUR ANT OLYIAIIoN FROM THIS DESIGN: ANY FAILURE ID BUILD TNL IRUSS IN CDNl DIIMANCI VEIN 1P1; OB PABRILA I/NG. NARM 146. SNIPPING. INSIAILIMG S BN ACING Of IRUSSE6. DESIGN CDNFHRNS 41111 wPPLICAALI PROVISIONS OF NO$ INAFIONAt DESIGN SPIC. BP AFSPA) AND M. AIPINL CoNNf CT OR PIAI[$ AN( Milt OF 20/IB/16GA (V,N/$/S) AS/N AGSS GRAD( 4016D IW. R/N,S) GALV. SIIEI. APPLY P{ALES 10 [ACp CAC( DC IRUSS ARP. 4NllS$ aIIN RM IS( LDC A TEO QM IOIS DESIGN, Po$1110N LIB ONAYI It )6UA f. ANY INSIfC11DN OF PIAIES IOLLDUID BI (I) 111wt1 BE F[R ANR() A) OF M E EDD2 SEC.). A SLAL ON THIS DRAWING INDICAIE$ ACC[PIANC[ Of FROFESS)ORAL ENGINEERING RE SP OR SI BIITIY SOLELY FOR 111E IRUSS CDIFPQNINT 01SIGa SNDO . IM( $UIIABISIIY AND USE Of t"IS CONPDNE111 FOR ANY BuIIOING IS 111! R[SPPxSIeItIIY Of 1W( BUILDING DESIGNER PER ANSI/IPI 1 SEC. Z. �� V ��P .` `� "y FN`r �pp �;• O.6P 2 A 7S if ,S 8 ♦rC OF G CO BI,O�P` /�• ( � [i� �1 (FL T C L L T C O L BC DL BC L L T 0 T . L D . 2 0 . 0 7.0 10.0 0.0 37.0 P S F P S F PSF P S F P S F D U R . F A C . 1.25 , S p AC I N G 24. 0 " 6 2 3 Scale—.3125"/Ft. REF R081-- 5228 DATE 02/01/06 DRW HCUSR081r 06032912 HC-ENG GDL/AP SEON- 18742 FROM WEW _ JREF- 1SVK081_R63 Or Till DWG PREPARED FROM COFIPLI It INI'lll (I.0l.US & 1)114"5101'15) SLIlivf T7ED NY iRIISS MFR. I b79/1) bub/K/n / 4ZUYf1,11 I I ice n� f lop chord 2x4 SP 112 N Bot chord 2x4 SP #2 N Webs 2x4 Si' )J3 Dead loads are stated on projected horizontal area basis. IBottom chord checked for 10.00 psf non concurrent live load. REFER TO DRAWING HCUSRO81 01306184 & 241 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED 10 TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DFSIGN OF THLSF SYSTEMS APF THE RESPONSIBILITY OF THE BUILDING DESIGNER. SEE DWGS TCFILLFR1103 AND BCFILLER1103 FOR FILLER DETAILS. LATERALLY BRACE BOTTOM CHORD ABOVE FILLER Al 24" O.C, INCLUDING A LATFRAL BRACF AT CHORD ENDS. 4X4 (R) III 4X4(Al ) 120 mph wind, 20.41 ft, mean hgt., ASIA I O; CLOSI-I) bldg, Located anywhere in roof', CAI II, IX,P B, Willd IC 14 1.2 psf, wind BC 1L-5.0 psf, Gable end supports B" max rake overhang. The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. + Member to be laterally braced for horizontal wind loads. Bracing system to be designed and furnished by others. Deflection meets L/240 live and L/180 total load. 1�O..pI 11-8-0 8-0-0 9-10-0 9-6-0 19-8-0 Over 2 Supports R-783 U-243 W-4N Note: All Plates Are 2X4 Except As Shown. (65470-5U5/R78 / 2289A,B ( ) 12E AS) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.0918.20 ALPINE • 7— Alpine E1EgirlCtflX1 Products, Inc, 1neer�....11_�.� Dint "^1 NBiRn Cityjt. 33" tL Catificm Of AINhDrizm OD 1567 ••V ARNIN6M' IRUSSfS NEOUIRf E7IRf M( F. ARf IN fADMICAfIIDR. IUNVL IMG. f1M IPIMG, IR5FAIIIMG AND BRACING. x4/LN 1O RCS( I OJ IN ILDIM6 CONIOM(MI SAFETY W INIFIAIION). PIBLISM(D BY IRI FIND SS II.Al[ INSIIIU I[. SB7 IFONDf NIV OR., fUl 1[ 1u0. NAUISUB. WI S)719) AND MICA IMVOB TRUSS COUNCIL OF AN(RICA. 6J00 INI[RPRI SE lN. NAOISO N. NI 57IIR1 FOR SAFETY PRAC/IG(f PRIOR f0 PERFORM I041 INC SE FUMCIIONS. UMLISS DIMLRMISE INDICAI[D, fO1 CHORD SIfALI MAY( IROP(ItY AIIACNED SIRUCIVRAI PANELS AMID OOIION CHORD SNAII NAY[ A YROPEAIf ATTA[HCO R IL10 CEILING. ^• IMPORTANT"•FNRNISN A COPY Of INIS DESIGN 10 IMf INSIAIIATION CONTRACTOR. AIPINE ENGINEERED IRODUCTS. INC. Stull NOI BE RESIONSIBLI FOR ANY DEV1A/ION II ON INIS O(SICN: ANY fAIIURC I0 /, ED fN' 11U5S IN CON:ORNANC( WITH III: DR IABIICAIING. N-DIING. SNIPPING. INS/AILING 1 ..AC' Of IAV SSE S. DESIGN CO NI OPN5 NI IN APPLICABLE PROVISIONS Of NUS fNAFIONAL DESIGN SPEC. BY AIAPA) AND III. AlI1NE COMMICIDR PIAIlS wR1 MADE Of 2D/10/16GA (M.N/S/K) ASTII 1653 GRADE 40/60 (N. K/II,S) GAt V. 5IM , APPLY PLATES ID IACU FACE OF IRVSS AND, UNLESS OTHERWISE LOCATED ON INIS DESIGN, POSITION PE DRAWINGS I60A 1. wYY iRSRECIION DF PLATES IOILDN(D BY II) Slull BE PER ANNEN 13 OF IP 11 ID01 SEC. 7. A SC AL OM INIS URANIY6 INDICAf[5 ACCFPIAMCI Of PROFE5SI0NA1 INGIBEERI MD DE 51D.51111111 SOtEII FOR IM[ TRUSS (DMPDNf III DFSIGN s.. IF Ill( SUIIAIILETY No VSE Of TIIIS CONPDNEN/ FOR ART BUILDING IS INC R(SPON51e m " OF INE 0111L01ME, Df SI GN[R Pro ARSI/Ili 1 SEC. 1. �= �• ••�` No. STA ••P•C J- )OF PLANE (B1) 4X4(A2) *19-2-12 *17-4-12 0-'410 R-726 U-219 W-4" - ••�� • S• •; TIC LL TIC DL 20.0 7.0 PSF PSF Is BC DL 10.0 PSF yk * BC LL 0.0 PSF TE OF r• TOT.LD 37.0 PSF r IR{OP; DUR.FAC. 1.25 , /1416� SPACING 24,0" 6-2-3 Scale-.3125"/Ft. REF R081-- 5229 DATE 02/01/06 DRW 11CUSR081 06032909 HC ENG GDL/AP SEON- 18739 _ FROM BTB JREF- 1SVKO81_R63 I ICA];l_CI1R/07❑ / 990 TO 11 / 1. 111C .. R1 1 THIS GHf, PREPARED IRON COHPUII:R INPUT (I. OO.OS b OWENSIONS) SUDW IM) 8Y IRIISS HFN. Top chord 2x4 SP #2 N Bot chord 2x4 SP 112 N Webs 2x4 LIP #3 Dead loads are stated on projected horizontal area basis. Gable end supports 8" max rake overhang. The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear Malls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. Ail connections to be designed by the building designer. Bottom chord checked for 10.00 psf non -concurrent live load. REFER TO DRAWING HCUSROBI 01306184 & 241 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALI. HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE: SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. i- MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS BRACING SYSTEM in RF I)FCIr,Nfn AND t11RNii1IFll RY OTHFIZS- 4X4= 120 nipl-I k,,Ind, 19.95 it mean h9t, A.SCE / 02 CLOSED bldg Located anywhere in roof. CAI 11, EXP 8. wind IC Di 4.2 Psf, wind BC tit 5.0 psf. In lieu of rigid ceiling use purl ins to brace BC @ 24" OC. Deflection meets L1240 live and L/180 total load. NOTE: THE SEAL ON THIS DRAWING IS ONLY VALID IF THE BUILDING DESIGNER (JAMES CANTWELL, LICENSE #AR12079) TAKES THE RESPONSiBIIITY iHAT THE STRUCTURE MEETS SECTION 2313.4.2 OF IHE 2001 FLORIDA BUILDING CODE AS FOLLOWS: "2313.4.2 CATHEDRAL ENDWALLS. GABLE ENOWALLS ADJACENT TO CATHEDRAL CEILINGS SHALL BE CONTINUOUS FROM THE UPPERMOST FLOOR TO THE CEILING DIAPHRAGM OR TO THE ROOF DIAPHRAGM." 4X4 (A2) = 4X4 (AZ) 1 R-783 U-239 W-3.5" 10-0 19-8-0 Over 2 Supports -10-0 +17-4-12 R-726 U-212 W-3.5" 5-3 3 Note: All Plates Are 2X4 Except As Shown. (65470-5U5/R78 / 2289A•B ( ) 12E - B1) PLT TYP. Wave Design Crit: TPI-2002(STD)/FBC C RT=1000(1.25)/10 0 7.20.0918. TY:1 FL 1 E - Scale-.3125" Ft. — WARNIN6— TRUSSES R(OUIRL [TtRFN[ CAR( IN FANRICA110N. HANDLING, SNIPPING. INSTAt1lRG AND BRACING. [.• L/ T C L L 20.0 P S F R E F R 0 8 1 5230 NET IR 10 SCSI 1 01 46VIIOING COWONf NT SAFETY INFOYNAIIOND TOY). PustfsN(Y fps (TRUSS PIAFE 1NSTIIUI(. SB) fl'DNDf RIO UR .. SUlif TO6. NAO13[II1, NI S)719I AND MICA IV000 IRU55 COUNCIL Of ANf R1CA, 6000 (SfCRPRISE ON. IAAo130S. NI SSF1V1 foR SAf(Ir PRACII[l3 PRIOR 10 PLef0RNIN6 IN(3( fuRCITOSS. ONL(SS OT111O.ISE 1S01CAIED. PUP CNDRO SHALL IIAYE PROPERLY ATFAC"ED STRUCTURAL PANELS AND ROITON CNORO SNAIL RANI A PROPf RIY AIIACNED N IGIV CEILING. .�•��V �: \ /� • ••��• ;• v Nc /� TC DL BC DL 7.0 10.0 PSF PSF DATE 02/01/06 DRW HCUSR081 06032908 HC-ENG GDL/AP ALPINE Alpine illeeredProducLt.bN. p B 19,50 Mawcy DFivDA. ^'^) 11Rinm0y,FL 33344 FL Cenifiate of AUt11Dri[( M R 567 --INPDRTANT--FWNIsN A copy of IRIS DESIGN To IN[ INSIALIATION CONTRACTOR. ALPINE ENGINE( D PRODUCTS. INC. SNAIL NOT Of RESPONSIBLE FOR ANY DEVIATION IRON 11115 DESIGN; AMY YAIIURf 10 RUILO N[ TRUSS IN CONE ORNAUCT NIT" (11: OR FARRI[AlIYG. NAMING. SNIPPING. IRSIAll IS4 A BRACING OF TRUSS OCS16S CON ONIS NIIN APILICA.11 PROYISIGNS OF NUS INAIIOMAL .111N SPEC. TOY Al.,., ANN 'IT, ALPI CONNE"on PEA TES AR( WOE of 10/11/16GA IV,N/SJR) AS TN -663 6AA01 A0/60 (N. TIM SI GALY. STEEL. AIIIY PIAIt3 10 CACII FACE OS IROSS ANO. INN III 0111E R'YIII 10CAIEO BR THIS UC 316M. PDSIIIOS TER VAANI NGS I:.A 1. ^NY IITSP[[1100 0f PlATE6 f.1 "to SV (T) 511AIT TO PER ANN[I A) Of IIII-tDO: SEC.]. A SC AI ON THIS URAVt M6 INDICAIFS ACCEP IAM(( Of ION(SSIOMAI ENGINEERING RE SPONSIRILI IY Sot FEY FOR III( TRUSS CONPON[Mf DES SNONN. INCTMC SUIIA61l1IY AND 113E Of IRIS CONPDN(MI FOR ANY NU II DING IS IRE R(SPONSIBII IIY OF 111E UUILDING DESIGNER PER ANSI/TPI I SEC. 1. *; �• JIVE ; S1 1r I� PP :C[0RjV;••' A� V C LL T 0 T L D . 0.0 3 7 0 PSF P $ F S E 0 N - 18738 DUR. FAC. ' 1 • 25 FROM TSB '"-"""'---- SPACING 24.0" JREF- 1SVK081_R63 THIS N G PREPARED FRO. COMPUTER INPUT ((DADS A UInENSIONS) SUBMIM)) BY TRUSS MFR. 6�4/ONUS/I:/ti / 1Zti9A,iS ( i ELt. l,l j Top chord 2x4 SP #2 tl Oct. chord 2x4 SP #2 Li Webs 2x4 SP j(3 :W4 2x4 SP #2 il: :Rt Bearing Leg 2x4 SP fl3::1-t. Stubbed Wedge 2x4 SP #3: Dead loads are stated on projected horizontal area basis. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) Bd Box or Gun (0.113"x2.5",min.)nails. Bracin 9 material to be supplied and attached at both ends to a suitable support by erection contractor. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord ch 0-6 1 1. T 4X8(G7) % 1 0 0 20-7-8 Over 2 Supports R-811 U-180 W-B" 120 mph wind, 1S.00 ft mean h(1L, ASCE 7-02, CLOSED bldg, located anywhere in roof, CAi 11. EXP 6, wind 1C D1.-4 l psf, wind BC D1:5.0 psf. Right end vertical not exposed to wind pressure. (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6' OC. Deflection meets L./240 live and L/180 total load. 4X10% (65470-5U5/R78 / 2289A,6 Design Crit: TPI-2OO2(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25)/1O(0) 7. -WARN TRUSSES R(OUIR( EFIR(Nl CARE IN FABRICATION. L,06HING. SNIPPING. INSTALLING AND BRACING. .EICR TO BCSI I OJ (NYILY 110 CONPNN(N1 SAFETY INl ORM11ON). PUBLISHED .Y TPI (IRRUSS PLAIT INSTIIY.'E. 583 O'DNOF. IO OR.. SU/It I00. MAtlISP.. ND $ 33111 AND NTCA (WOOD Sp USS CO(OC II OF ANLRICA. D300 (....PRISE I.. HAUISON, NO 53111) FOR SAFE IY I"I'ICES FRI. 10 PEAFO.NINO INE Sf FUKr 10.S. UNLESS OTHERNISI INDICATED, TOP CHORD $HALL HAVE PROPERLY AITACII(O SIRUCIURAL IAN(IS AND 0071" CHORD SNAIL. HAVE A PROPERTY ATTACHED .1610 CEILING. A AIMPORTANT""FYR.1s" A CUPY OF THIS DESIGN TO IN[ INSTALLATION CDNTAACTON. ALPINE LNGI RFER[D ALPINE PRODUCTS, INC. SUATI. 401 BE RESPDNSIDIL FOA A01 DEVIATION FROM 11113 U(SIGN: ANY IA II UNf TO BUILD IH( TRUSS IN CON10."ANCT wit., IPI: OR FARR ICATI.B. IT AWOL IVG, SNIPPING, INSTALLING A BRACING OF TRUSSES. U[S1G. EP./ORNS VIIN APPLE...( IROYESID.$ .1' NOS (:AII..A1 DESIGN SITE. .1 AFRPA) ANO IPI. AI PI NI CONNECTOR PC. FIS ANE -OF OF t0/10/l GGA (Y,H/S/k) AST. A6GJ GRADE AD/SO (Y. x/H.S) GAIP. SI[Cl. APIIY c. Y, p�,F L. PLAITS 10 EACH FACE OF TRUSS AND. URLISS OTHERWISE IOCAIIO ON IRIS UE SIGN. P051110. FLR ORANINGS 160. 1. A1p1neElEgineeredP(OdUGt$,11N ANY INSPECTION OF FLAILS 1PlIDN10 AT (1) SNAIL A[ PER AUNFIT A3 Of I"I 200t SEC.). A SEA. D. THIS ,A.,1�. ORANING IN0![A TES AICIIIA.CT AT PA(FISSIO.AL E.GIN.E111..15PONSIBII.III SOLELY 1. INE TRUSS COHIDN1Rf 1950 AE.Iky Drift W SIG. SHORN. 1M( SU11AO1I111 A.D USE DT THIS COHPOOL061 FOR ANY OUILDING IS INE RESPPISIATIITY Of 111E Haim City, FL 3.1144 WILTING DESIGNER PER A.511111 I SEC. t. ww T 2 3 15 2X4 = +17-5 14 + 9 0 0 R-763 U-245 W-3.5" 12E - C1) 2 0.0 918.2 0_,AINLA„A._ �• � PN No 1 t *L .o is TATE OF P• �C 9P,r, .�•.,POfi► r 6� Ma M� 10-9 13 TY:4 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 F DUR.FAC. •1.25 SPACING 24.0" Scale=.25"/Ft. REF RO81-- 5231 DATE 02/01/06 DRW IICUSR081 06032913 HC-ENG GDL/AP SEON- 18743 - FROM WEW JREF- 1SVKO81_R63 THIS DOG PREPARED IROH COHP(ITER INPUT (LOADS A DIMENSIONS) S08HITILV UT TRUSS ""' (. b�41v �ub71(1u / ccO'JA,ts t ) Ecr. t,iA T fop chord 2x4 SP 2400f 2.0E :TI 2x4 SP #2N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W2 2x4 SP #2 N: :W4 2xG SP h2 N: :Rt Bearing leg 2x4 SP p3::lt Stubbed Wedge 2x4 SP 113: SPECIAL. [.DADS . ALUMBER DUR.FAC.--1.25 / PLATE DUR.FAC.-1.25) IC From 56 PLF at -1.00 to 56 PLF at 20.66 BC from 21 PLF at 0.00 to 21 PLF at 20.33 TC 714 LB Conc. Load at 20.33 r Member to be laterally braced for horizontal wind leads. Bracing system to be designed and furnished by others. In lieu of structural panels or rigid ceiling use purlins to brace all flat IC @ 24" OC, all BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. 11 IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO VFRiFY AND APPROVE THE LOADING. 4X8 1 0 0 •N=• -7-10 4X4= 0 8 6 120 mph wind, ]5.00 ft mean hgt, ASCE 7 O2, CLOSED bldy, riot located within 4.50 ft from roof edge, CAI 11. EXP B. wind IC 01 -4.2 psi, wind tic D1.-5.0 psf. Right end verl:ical not exposed to wind pressure. The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. Deflection meets L/240 live and L/180 total load REfFR TO DRAWING HCUSR081 01306241 or 184 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN Of THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 6X6(R) III 1 10 0 17 5-14 1 +9-0 0 �— - 20-7-8 Over 2 Supports R-845 U-180 W-8" R-1497 U-315 W-3.5" Note. All Plates Are 2X4 Except As Shown. (65470 5U5/R78 / 2289A,B ( ) 12E CIA) PLT TYP. Wave Design Crit: TPI-2002(STD)/FBC C RTm1.00 1.25 10 0 7.20.0918.19 O Y:1 L 1 E A•NARNrNGAA IRH5SES R(OI/IRE IRtItIIET CARE IN 1ADRICA/ION. NANDLING. SNIPPING. INSfAI.I TNG AND BNACING. AC/(A TD OCSI 1 03 (BON UILDIBG CONIf Nf AAFET! INS DR1UItQN), PURIISNED BY III (TRUSS PIAII INSTITUTE. SN) D'DNOf R10 DR.. SUITE EOO. IUOTSON, NI S311P) AND PICA IYDDO TRUSS COUNCIL OF ANCRICA. 6301, fNIf RPRI SI IN, I SON. YI 53119) FOR SAfl 1! IPACI 1f.T5 PRIOR TO P(Nf ORNIN6 I"III FURCIIONS. UNLESS OINENIII11 IW fAlf O. 101 [IIORO SIIAII I.PNOPERLY AIIAI. O 11ROCIURwI PA N[lI AND BOIION CNORD SIIAII. IIAYE A P46PER1! AIIACIIED R141D CEILING. ' (0)TC R�... • •`�• •••, • •� LL T C D L C D L 20.0 7 . 0 10.0 PSF P S F P S F �; No. 21 ALPINE 7- c•pE,,��,,,I L�,,y�,,,,, Atprnt4lrp•11PICUl11nARl3fI(�' r T.i��[ NNIIIn CNT.FL 33844 FL CIRtirll'Alt Of ARlholizrion 111367 •AIMPORTANT -^i Up(SX RA CUP! Of INIS DESIGN 10 IIIC IN$IAEI AfIDN CONTRACTOR. ALPINE ENGINE CNI PRODUCTS. TNC: SIIAII N01 It RISPONSIBLE 164 ANY D(YIAIION FROPC IRIS DESIGN: ANY FAILURE 16 BUILD 11 IN USS IN EONt ORNAYCI YIIN IP1: OR fASNICATI NG. HANDLING. SHIfP LNG, INSIALLING E DRACI AG OF TRUSSES. Of SIGN CONCORNS WITH APPLICABLE PROVISIONS O/ NDS (NATIONAL DESIGN SPEC, 0! AISPA) AND III. ALPINE COANEC3OR PLAITS AA( NAOT Of zone/16W (Y.11/S/q ASIN A653 GRAOI 40160 (Y. [/N.sl GALY. Slftl. ."IY P11111 10 EAC11 fAC( Of TRAT IUSS AND. UNEf5S DSIICRYI5[ IOCAIID ON TATDE ITGN, POSITION PER pIIANINf.4 I60A I. DRANINGPINO1CAfC5PwCCEPIAptfOOf PPMESSIONAIE(NGIMC(PING(RfSPONSIDIlIfY0050LE1Y'fOP ItIt IRUSs "ClNCAf D(SIGN SIIQNN. f11E TUIIA81111Y AND UTI Of 11.15 CONIONINf FOR ANY 8UIl01NG IS INE RE SI ONSID 11IfT Df IN( BUILDING DESIGNER I(R ACT TPI 1 SEC. E. * : .o �. oS,��ORiD 1 7� STATE OF j •• `,�•�••• ONA� BC L L TOT. L.D. 0.0 37 .0 P S F PSF OUR .FAC. 1.25 , S PACING 2 4 0 " Scale=.1875"/Ft. REF R081-- 5232__ DATE 02/01/06 DR N IICUSR081 06032915 HC-ENG JEL/AP SEON- 15889 FROM RNS JREF- 1SVK081_R63 THIS 0Wr PREPARED FROM COMPUTER INPU1 {t GADS 6 DIMENSIONS) SEla" D IED UT )RUSS MFR. t tU5/leis /—01,1A,13 t ) Izt (,Z ) fop chord 2x4 SP #2 N :12 2x4 SP #1 Dense: Bot chord 2x4 SP 112 N Webs 2x4 SP #3 :WZ 2x4 SP #2 N: :1L Stubbed Wedge 2x4 SP /13: Dead loads are stated on projected horizontal area basis. (A) or scab bracing may be used in lieu of CIR bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0,1280" gun nails @ 6" OC. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord ch 0 6 1 3X8(G7) A R-678 U-180 W-8" PLT TYP. Wave 7/ALPINE Alpine Engitlmcd Producls, toe. 1950 Marley D1in Halnes.Cky, FL ))844 FL CrniR(rt otAlRla(ixmpn Y 567 16-11-8 Over 2 Supports 120 mph wind, 15.00 fL mean hgt, ASC1 7 02, CL0Sif) bld9, Located anywhere in roof, CAI 11, EXP B, wind IC DL-4.2 psf, wind BC D1.-5.0 psf. (A) 1X4 y3 HLM fIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Bracin material to be supplied and attached at both ends to a suitable su pport by erection contractor. Deflection meets L/240 live and L/180 total load. SHIM ALL SUPPORTS 10 SOLID BEARING. 4X60 17-6 6 +9-0.0 R-625 U-202 W-3" (65470-5U5/R78 / 2289A,B ( ) 12E C2) Design Crit: TPI-2002(STD)/FBC Ca/RT=1.00(1.25)/1O(0) 7.20.0918.20_ "WAR MINI REQUIRE IEIRf Nf CARE 10 fABRICAIION. "WEING. SNIPPING. 1951ALLING AND BRACING. RfffR 10 OCIIO) (ROIIOING COMPONENT SAFETY INf MHAIIOV), PUBLISHED BT TPI (1RU5S PLAI( INSIIFVI(. 593 O'OROf 0111 DR., SUIIE ZDD. NAOISON. 111 $3719) AND WICA (WOOD JRIISS COUNCIL Of APR.RICA, 6340 ENTERPRISE LN. MADISON. WI $JI 19) FOR SAFETY PRACTICES PRIM 10 PERT 0RMI YG illl Sf fUNG 11 DNS. UNLESS OiHLRVi S( INOI[AIED. 10P CHORD SHAH NAV( PROPERTY AIIAC1110 STRUCIORAI. PANELS AND BWON CNOHO SHAH NAVE A PROPENLY AIIACIILD A IG10 CEILINR. '"INPORTANT""TIRINISII A COPY OF THIS DESIGN f0 INE INSIALLAT10N CONTNACTON. ALPIRI 1911"IERLD 7� No PRO09CIS. INC. SHALL 401 BL RESPONSIBLE FOR ANT DEVIATION FROM 1NIS DE SI OB; ANY fA Il Up1 10 RVILD INC .* IN IISS 10 CONFO-CE MITN TPI: ON fABAIW IRG. NANKING. SH IPIING. INSTALLING 1 BRA f,IN4 OF IRVSSIS. p� BC SIGN CONFORMS WI111 APPLICABLE PROVISIONS ON NDS (NATIONAL VISION $PLC. By Af1PA) AND IPI. Al P)Y[ i 0 1) CONNECTOR PLAITS All NADC OT 10/1R/14GA (N,II/S/N) ASIM A163 WADE AO/BO (W. t/H,S> GA11, Slffl. API11 PI.A iE1 ID [ACM FACE OE /PUSS AND. UNLESS 010ENWISE LOCATED OR 1N11 Df SIGN. POSITION IFR ORAYINGS Ib..[. irr ANY INSPECTION Df "A" I011OW[D BY (1) SIMII. BE PER ANR(R AS OF IP11-ED0f SEC.). A SEAL ON 101S ORAWINO INDICAI(S ACC[PfANC[ Of PNTXfSSIDNAI ENGIIIL R1116 RCSPONSID11.17Y SOLELY FOR IN[ IRUSS COMPONENI 015160 SHOWN. INC SVIIAeIl1IY AND USE OF THIS COMPONEN1 FOR All 00110146 1S 'HE RE110R51011111 OF THE /0I OUILDING DESIGNER PER ANSI/IPI 1 SEC. S. _ _ Ma SpJF/1 8-11 13 QTY:16 FL 1 E - t Syt C LL 20.0 PSF NS TC DL 7.0 PSF It BC DL 10.0 PSF BC LL 0.0 PSF OF TOT.LD. 37.0 PSF DUR JAC . • 1. 25 "U SPACING 24.0" Scale=.3125"/Ft. REF RO81-- 5233 DATE 02/01/06 DRW IICUSR081 06032916 HC-ENG GDL/AP SEON- 18745 FROM WEW JREF- 1SVK081_R63 THIS DWG PREPARED FROM COMPUTER INPUI (I. DADS 6 DIMENSIONS) SUBMII Ito yl 1MuDs MI 9. ( 65470 505/R78 / LL89A,ti { ) IZt Ls ) fop chord 2x4 SP #2 N But, chord 2x4 SP #2 N Webs 2x4 SP fi3 :1.18 2x4 SP #2 N: The building designer Is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. REFER TO DRAWING HCUSROBi 01306184 b 241 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO FRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN Of THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. iNOTE: T14E SEAL ON THIS DRAWING IS ONLY VALID IF THE BUILDING DESIGNER (JAMES CANTWELL, LICENSE #AR12079) TAKES TLIE RESPONSIBILITY THAT 111L STRUCTURE MELIS SECTION 2313.4.2 OF THE 2001 FLORIDA BUILDING CODE AS FOLLOWS: '2313.4.2 CATHEDRAL ENDWALI.S. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS SHALL BE CONTINUOUS FROM THE UPPERMOST FLOOR TO THE CEILING DIAPHRAGM OR TO fill ROOF DIAPHRAGM.' 0 6 1 i 4X4 (61) 6 F- 12C1 mpll wind, 15.00 ft mean h9t. ASCE 7 02, C1.0SEO bidg, i.ocated anywhere in roof, CA-1 11, LXV B. wind TC 01.-4.2 pit, wind BC, DI-5.0 list Right end vertical not exposer) to wind pressure. Dead loads are stated on projected horizontal area basis. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L./180 Lotal load. MB 1 001 ——16-8-0 Over Continuous Support 1 R-77 PI.F U-16 PLF W-16-8-0 Note: All Plates Are 2X4 Except As Shown. (65470-5U5/R78 / 2289A,B ( ) 12E - 0) Design Crit: TPI-2002(STD)/FBC E Scale =.3125" Ft. C RT-1.00 1.25' 10 0 7.20.0918.20 OTY:1 Fl 1 PLT TYP. Wave '•YARNING•' 11111IS RFM11R[ [BIRCH( CARE IN FA.R11AI1.1. HANDLING. SNIPPING. INSIALIING ADD BRACING. T C L L 20.0 PSF REF R 0 8 1-- 5234 fFlR ID OCSI 1 DJ I.UILD... COMP..IM1 5AF[lY IHf ORFMIIDp), PUBLI5NID BY IPI (TRUSS PLAIT IN1111fulf. SBJ ...II HADISDY. Y1 .3/19) AT MICA IYODp TRUSS COUNCIL Or AHERICA. 63D0 LNTERPRISI IN. 1 i y ------ — 02101106 O'ON0FR10 ON.. SUIIE IDD, MAOISOn. III S3719) FOR SAFETY PRACTICES rNIOR ITT Pf NFDRMING Tills( FUNC110N5. UNLESS OIHLNNIsL INDICATED. T C D L 7.0 PSF DATE 10P CHORD SIIAIL MANE PROPERTY ATTACHED SIRUCTURAI WAPITIS AND 001TOH CHORD SHALL HAVE A PRO".,I AIIA[UCO N� - RIGID CfitIND. Q: ti �� BC OL 10.0 PSF CU DRW Nsaosl D6032911 "I NPORTANT*'FBRNISH A COPY OF THIS BISI.N 10 HE INSIAIIATIOTI CONTRACTOR. ALPINE lNG1.1TR10 TO M11 �i 0. Ft BC L L 0.0 P S F H C - E N G G D L / A P "gDUCIS, INC. SNAP I. NOT BE RESIONS)Blf FDA AYl DEVIATION FROM THIS D[SIGN: ANY FAILURE BUILD ALPINE OR FABRICATING. HARDI.ING. SHIPPING, INSIAILIN6 A BRACING Of TROSSIS. f * i 1.USS IN CONrDWTMNCf WITH TPI: Dr51G. COMraBMS WITH APPLICABLE PROVI5TONS OF NOS IMMORAL DESIGN SPI(. BY ATGPAI ANTI Irl. ALPINE TOT L D 37.0 P S F S E Q N - 18741 C ... tc TOR -Its ANf HAOE OF IO/TB/I.GA EN,N/S/[) IT. A663 GRAD! AU/00 l.. R/II,S) GAL'. SI[Lt. APPLY i TATE OF . . PI APES 10 EACH FACIE OF IR1155 AND, DNIF FS OTIIE RYI SI l0[AT[p ON INIS I1[SIGY, POSITION PER IIM...... I.oA.C. A-. I....... YR W PI ATLS FOtt DYED.Y "1 SNAIL .1 P[. AYYII Al 0r IR1. .'.I SE C. 3. A S(Al ON1., 1S " w F�OR1D4'''N DUB. FAC 1.25 FROM WEW Alptnc Ellgince�rcd Products, Inc. OR AYI MG IIDI[A TES AC[[P:ANCl OF PROFESSIONAL SSIO.AL I.G.-TIRING RESIONSI tllt I. 50L LLY fDR !IH TRUSS COH.ONENI �'A�AA I.�" , 1950 Marley Drive Dfsla. S.OMp. TNT SUIIA.II.,, AND USE Of PLUS COHtDNC-I FON ARI BHIIOF.6 IS IHf RFSPDNSIMILIIY OF THE s•'�+1� SPACING 2 4 0 " R E F - 1 S V K 0 8 1 6 3 Haisi 3Coy. FL 33844 .U1t01 YG aSIGNER It. ANSI/Ill I SEC. z. Al-- . _R FL CT:EEi6l:-Ie DF AvthER mn N S61 1f115 LING PREPARED IRO(1 C001'0IER 1101IT (LOADS & DIMENSIONS) SUBMITTED BY 1RUSS I'IER. ( 6S41U SUh/H/U / Z,bYA,U ( ) 1ZL - LZ ) lop chord 2x4 SP #2 N Bot chord 2x4 SP /(2 N Webs 2x4 SIT Q3 Dead toads are staged on projected horizontal area basis. BoLLoin chord checked for 10.00 psf non -concurrent live load. _i 0-6-3 4X4(B1) 8-0- R-646 1,1-180 W-8" 4X6(R) III 16-0-0 Over 2 Supports 120 mph Wind, 15.00 fl, mEan hgL, ASC.E 1 07 CLOSED bldg, Located anywhere in roof, CAI 11, LXI, B, wind IC W -4 2 psf, wind 8C DL-5-0 psf. 1n lieu of rigid ceiling use purlins to brace BC @ 24" OC, Deflec.Lion meets L/240 live and L/180 total load 8-0- (65470 5U5/R18 / 2289A,B ( ) 12E - 1.2) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.0918.19 "WARRING•• TRUSS(S REOUIRE fi1R[NL CARE IN FADRICAl10Y, HANINIRG. SNIPPING. INS11It ING AND RRACING. RELCR 10 SCSII 01 If, .I., COMPONENT SAY[[. INf ORNA....I. IURIISMED BY "I (TNUSS PIA![ INSfIIull. SR1 U'DNSf RID UR „ SUITE 2.. MAUI SON. VI $3719) AND VICA '"ODD IRUSS COVRC II OF AMLRICA. 63OU ENTERPRISE I. HAD$SON• VI 5)119) FOR SAFETY PRACTICES PRIOR ID PER, ORMEN6 THESE !UNCTIONS- URl(S5 01N1NVIS[ INDICATED. • •`f• 10? CHORD WAIT. HAVE PROPERLY ATTACHED STRUCTURAA PANELS AND 8Of1OM CHORD SHALL HAVE A IRDPCRII ATTACHED RIGID CEIIING. V "INPORTANT��IURNISN A COPY Of THIS DES10N 10 TNf INSTALLATION CONTRACTOR. AI PIRC [NGINff R[D ��• No ALPINE PRODUCTS. INC 511ALL .01 RE ■E$PONSIRIE FOR ANY O(VIATIOR FROM IHIS DESIGN. ANY YA11. 10 RUILO 11.1 IRUSS IN COX!ORNANC[ HIM ill: ONFwRR ICAIIM,. ITI9G. SHIPPING. INS11Ll14G S RNACIN6 OF IRUSSES, OF SIGN CONE OWNS NIIM AIPIICARI[ PROVISIONS OP NOS (NATIONAL DESIGR SPEC. OY APIFA) AND ttl. AI II N[ CDNNECION PI AI(7 ART. MADE or )D(ID/1 RGA (V.H/S7R) ASIN w667 GRAD[ AD/AO T.M. [/11. L) wLY. ST[({. APIIY ; TATI • 7tizgiEIOCTCd Products, Inc. 1950 hinley Drive IERIR[S CLIy, FL 33844 PLAI(S )0 EACH FACE 01 IRUSS AND. UNLESS 011" RVISL tOCA110 ON INIS DESIGN. I05111DN 1'(R ORAVINOR 160A•C. ANY INSPECTIDN UP PLATES FOLt ONID DY (1) SHAH RE PER ANNET AT Of IIII IOOY SEC.). A SEAT. DN tI11S DR AWIND INi11CA1[S ACCEPTANCE OF PWISSI ONAI [Mf,I NF[NINR RLSIONSIB IIIIY SOl EL1 TOR TPI[ IR MSS CONIOM(NI IT I 511DYN. 111E tUlI. It AR0 USE OF THIS COMPONENT FOR ANY DDILDIN6 IS THE RLSIDNSf RItfTY OF 111E !THIEVING OESIGIILR PER ANSI/IRE 1 SE[. i. w . AA NSe 4�tJ Fl NA 0`6�-3 +y.0 0 4X4(t51) R-646 U-180 W-8" T 4 FL 1 E 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-.375"/Ft. REF_RO81-- 5235 DATE 02/01/06 DR W HCUSR081 06032914 HC-ENG JEL/AP SEQN- 15853 FROM AS JREF- 1SVKO81_R63 MIS DWG PREPARED FROM COMPLIILR 111HIT (LOADS d 01MENSIONS) SUB811UD BY TROSS MIR. ( 6S470 51J5/R78 / 2289A,8 { 1 I2E l.].("IE Top chord 2x4 SP N2 N Pot chord 2x4 SP #2 N Webs 2x4 SP #3 SPECIAL LOADS ---- (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.--1.25) TC from 74 PLF at 1.00 to 74 PLF at 17.00 BC from 20 PLF at 0.00 to 20 PLF at 16.00 Deflection meets L/240 live and L/180 total load. REFER TO DRAWING IICUSRO81 01306241 or 184 FOR STUD VERTICALS AND BRACING DETAILS, GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTIMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 4X4 (61) 1� 8-0-0 4X4= 120 mph wind, 15.00 ft mean hgt, ASC1. 1 ()2, CI.()SE1) Bldg, Located anywhere in roof, CAi II, EXP B, wind TC PI 4.2 psf, wind BC D(-S.O pst. Dead loads are stated on projected horizontal area basis. the building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear wails. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. In lied of rigid Ceiling use Purl ins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non concurrent. live load 16 0-0 Over Continuous Support R-103 PLF U-22 PLF W-16 0 0 Note: All Plates Are 2X4 Except As Shown. (65470-5U5/R78 / 2289A,B Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT-I.00 1.25 10 0 7. "YARNING" IRUSS(S RIDOIRE EKIR[I(f CARE IN FAORICAt;00. MANGEIRG. SNIPPING. IPSIAtIIRG ART) ORACI"G. O [(CN to OLSI I.QD IDUI10 96 COMPONC"I SAFEIV INf ORNATION), POOLIS"LO Of IPI (TNVSS PIAI[ 1NSIllYf(, 5O3 D.onD1 R10 OR.. SOIEC TOO. IMOiSOR, Ml S5/1S) Ano MICA (MOOD iNUSS COUNCIL O! AMCRICA. 63DO tRTf11.IKISE TN. NAOISONM . I {" "1 FD" -FIT' ORA"ICES I,on IO Of Rf 0RM1 R4 FNE S[ ItlNCIi ORS. UNlC55 OIIM AMI SE. IRDICA/ED. For CHORD 5"A1.1. MAYC PRO/ERLY AIfACM(T) 11:'CFUR AI ,AND S AND HOUGH CHORD SNAIL MAY( A PROPERLY ATTACHED OWES C[ILIIK. *^ IMPORTANT•'PDR"Isn A CUIY Of MI5 DESIGN 10 I"[ INSTAL I AIIUR f.ONINACID". AIP111E tRGIMC(N To ALPINE '"DER " • S"Att not NI ofSIIIISI'It Ion .I of ofvoAIIO" I"0f1 fH15 DE51O"1 ANY fA',Onl III TO A D I"( IOUSS 1■ CQDf011MANCC MIT'. III: ON IADNICAIIMG. 11AN011MD. 5HIPPIMG, 1ISTAtt ING I "PACING Of TRUSSES. U(SIOM COI//ONMS MIIM nPPLIC.DLE PROVISIoMT Of "OS (MATT DNAL 4[$IGM SPEC, "1 A'&PA) ANO IPI. AtPIR1 • CDMNFCTOO PIAIFS AR[ MAD[ Of 70/10116RA fM.11/S(K) ASTM AN 6l GRADE 40160 (M. K/M,S) GAIV, 511Et. 'PITY PIAI(S TO EACII PAGE 0f TRUSS AND. OYL(SS OIIIf"MISF LOCATED UR THIS O[SIGN. PUS111011 IER URAMIMGS IGOA E. AlpuuFngillandProducls,lnt. APY INSPECf10M Of PLATES FOLIONID BY (1) SHAII RE P[R ANM(K A5 01 IPll.zoot SIC.). A SEAL ON ❑qs 1950 red UIIYD URnY1MG 19D I[Ai(S n[Cf IIAN.1 01 IR01(5510"AI [YGl Yf (R IR6 R(SIONSIR 11.11Y SOtCLY !OR IHI IPU35 EDMIDNENi D151GM SMDN N. Illl SMIIABIIIIY ANU USE Of I1115 COHPON(NI TOR ANY IVIIDING IS I"( N[SPOM 110III/Y OF IIII Mines Chy, FL )381/ BUILDING O[S16NLR PER ANSI/IPI I SEC. Z. R. rntifiede of Adholvatin 1561 21 - t...... 0-6 3 9-0 0 -A - vAw(BI) — 1O -0 ) 12E - L1GE) 0.0918.19 TY:1 FL 1 E Scale TC LL 20.0 PSF REF R081-- 5236 �• •• •F••• TC DL 7.0 PSF DATE 02/01/06 •�, +� a BC OL 10.0 PSF DRW NCUSR081 06032903 0.5 BC LL 0.0 PSF HC-ENG JfL/AP * t .p+• E OF i TOT.LD. 37.0 PSF SEON 15842 DUR.FAC. 1.25 FROM AS _ •'• �ORID,P'' SPACING 24.0" JREF- ISVK081__R63 /}i::l5ftillG� TIE 15 OWG PRE PAR IO 1kOlT COHPUIIR IMP TIT II. E)ADS 1 01HENS IVNS) SUBIII ITE0 EY TRUSS HER. ( 65470 5115/R78 / 2289A,11 ( ) )2E D1 ) Top chord 2x4 SP #2 R Sot chord 2x4 SP h2 N Webs 2x4 SP #3 :I t. Slider 2x4 SP #3: MOCK LINGIIi In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets L/240 live and L/180 total load. A 0 6 3 --, -- 120 mph wind, 15.00 fl mean ITgt, ASC1 7 02 CLOSET) 1)1(k), IOf, aLed anywhere in roof, CAI Ii, IXP B, wind LC lil 4.2 psf, wind 8C OL-5.0 psf. Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non concurrent live load 4X4= 4X4 (E3) 4AA k1 1 3X6 (E3) 11 1�� _ 0 6-3 9-0 0 4 3-3 7-6-0 7-6 0 7-8-0 7-4-0 15-0-0 Over 2 Supports R-555 U-180 W'-4" R-609 U-180 W-8" (65470 5U5/R78 / 2289A,8 ( ) 12E - 01) Design Crit: TPI-2002(STD)/FBC FL 1 E Scale =.375" Ft. Calf— R I Anil I)c 10 0 7.20.0918.20 1 PLT TYP. Wave .-WARNING-* TRUSSES RfOUIRE EIT4E"I CARE IN F1001CATION.-0011". SNIPPING. lost.,, I.". Aso RD.C1 A 20.0 P S F R E F R 08 1-- 5237 A FfIR ID ACSi 1'0) (DUILDING COW O.ENI SAl EIY INL'MNA 110N), Pilot ISHEV DI I,I (TRUSS "Ali IN511TUTE. 50) TRUSS COUNC0IL OF .YNCRICA, 030. ENTERPRISE lA, c . */ • •• • F 0 2 / 0 1 / 0 6 D'ONOf AIO OR.. SU11( I00. "AD ISBN. ul S)ISO) AND MICA (MOOD P4.CIICES PRIOR 10 PEASRM10G IIIISE fUNC 11 DNS. UNLISS .10411N151 lN01C.It0 ,(i v �1' T C D L 7.0 P S DATE NAbISDO. NI $3I10) FON SAFELY TOP CIIDRp SII.It ILA YC INOPEAST . rAC11fD SI4UC 1N. At PANELS ANO DOITO" el.". SNAIL NAY[ A R»OICALY AIIAC RIGID (FILING. 1 v � •• C OL 10.0 PSF DRW HCUSR081 06032917 145. 22 -•IMPORTANT••Yuulsu . 1U 1 Ut THIS DISI4N TD IIR IOSTALLA1ION CON14ACTp11. AIII4f ENGINE[ D 1 LL 0.0 PSF HC-ENG GDL/AP ALPINE bolls• I.f. 11I,tt N01 B[ RCSPptlSIDI( fo4 .NY OLYIAIiON FtlOM INIS OCSIG»; AMY IA 'MEID BUILD I TRUSS IN CONTOR"ANfI Ni11I fPl: W FADRICAIIN6. IIANDI IMP., SWIRLING. INSIALIIND 4 •4nCI N6 Of IRUSSIS ;[SIG. = l� 1871RATES 0[S14N IDNi p4N5 NI (II AILL ICADLE IROYISIDtlS Of »OS (RATIOO,L SPIC. DY A(Ef,) AMA ill. ALll.i ST(tt. ALt. .o.EOF T L0. 37.0 PSF SE0N- COR»ff10R Pl,f(Y .R( Mot Ol 20Y1DY1"A (U,MZS/AI AST" A653 GRABI: 00160 IN. R,N.s, GALY. IO fACII FACE Of IRUSS AND. ONtCSS OTUERu1SE LOCAIED DO IHIS O(SIGI. IOSI TI ON LER DRAWINGS 160Ai�,11�,f.�,,M..Y 7,11t •� 1.25 FROM KGS IOSP[[IION OF PIAIES FOLt WEb DY (11 SN.Lt DE !ER ANRE: A) 01 /PIlZ002 SEC.). A SI.t ON INIS 2tft(I 1)To�1cls, TAT... pp.A NG ip01f.1E5 ACC(PA.a PROIISSI..AL LNLINt CRINL 4t5l DOSID Il 111 SOl [I.Y FOR IIIE TROSS CBNIONE■i 1950 UID1ky Drive DES$&. SIfDUN. 1.1 S01—It IIY ANb IISL or INIS COMP0NE01 1.. .NY DDI[DING IS IIIF RFSP ON5181L1 if M 1Nl Raises City, FL 33sm sultbl"G DESIGNER PLO ARSI/YII I SEC. 2. FL Ccairuxlc of AN11NN4atm 0 567 VpS�-f,.; il\ r Vs �,w/•""�!"•• �7 1I�/YD R FAC -- SPACING ---� 24.0" � ---_ JREF- ISVKO81_R63 ( AI:A7(1 I:ITI:IR7R / 22ROA R ( 1 121- n2 1 THIS UNG PREPARED FROM C014PBIIR INPUT (LOADS & DIMENSIONS) SUBM MED BY TRUSS MrW. lop chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Dead loads are stated on projected horizontal area basis. [he 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. (Bottom chord checked for 10.00 psf non -concurrent live load. REFER TO DRAWING HCUSRO81 01306184 & 241 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED '10 TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBIL11 Y OF THE BUILDING DESIGNER. I MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 0 6-3 4X4= 120 mph wind, 15.00 ft mean hgt, A.SCC 7 02 CLOSFO 1)1d9, located anywhere in roof, CAT ll, EKII B, wind IC Pl-4.2 psf, wired BC DL 5.0 psf. In Iieu of rigid ceiling use purIins to brace BC @ 24" OC. Deflection meets LJ240 live and L/180 total load. NOTE: THE SEAL ON THIS DRAWING IS ONLY VALID IF THE BUILDING DESIGNER (JAMES CANTWELL, LICENSE HAR12079) TAKES THE RESPONSIBILITY THAT III[ STRUCTURE MEETS SECTION 2313.4.2 OF THE 2001 FLORIDA. BUILDING CODE AS FOLLOWS: "2313.4.2 CATHEDRAL ENDWALLS. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS SHALL BE CONTINUOUS FROM THE UPPERMOST FLOOR TO THE CEILING DIAPHRAGM OR 10 THE ROOF DIAPHRAGM." 4X4 (61) = 4X4 (B1) 1 R-78 PLF U-16 PLF W-15 0-0 7-6-0 15-0-0 Over Continuous Support 7-6-0 i 0-6-3 9-0 0 4-3-3 Note: All Plates Are 2X4 Except As Shown. (65470 5U5/R78 / 2289A.8 ( ) 12E - 02) Design Crit: TP1-2002(STD)/FBC PLT TYP. Wave Cq RT-1.00 1.25 10 0 7.20.0918. OTY:1 FL 1 E - Scale a.375" Ft. "WARNING'* 1RUTSES REOUIR, ILIRENE CARE IN FADNICA1100, N OHMS. SNIPPING. 1NSIALLING AND OAAC146. C co � L L 20.0 PSF R E F ROB 1 __ .5 2 3 8 NEIfR TD NCSI I O) (RUTA DIRE EOMPOIIEN. $AFIT. EMFGRNA 110M1. ;,. IS11E0 Nr CPI ([MOSS Pllf ATIESIIIUI(. S07 D'OROf p10 ENE- SUIT, L00, HADISON. NI 537101 AND MICA (MOOD TRUSS COUNCIL Of AMERICA. 6)u0 LNIERPNI SE [M, r r•�` �� P ••t� T C D L 7.0 P S F DATE 0 2 / 0 1 / 0 6 NAD]58N, .1 53719) TON SAFETY INACIICES PRIOR TO PERFORMIMG THIS[ FUNCTIONS. UNI.[SS OTHERWISE INDICAIID, TOP CIIORO SIIAIL HAVE PIIOPIRLT ATIAC.N(O STRUCTURAL PANELS AND OOTTON CMDNO SMALL NAYS A PROP[RLI ATIAC.IO i D1 GID C(oIRG. • •� BC DL 10.0 PSF DRW HCUSR081 06032918 No. 22 AAIM1`ORTANTA•FuRNls11 A COP[ q(NIT DC51GM 10 TILE IMSIALIAT ION CONTRACTOR. ALPINE INGINEER[O ALPINE PR°°Dr.TT. INC. SIIALI MD1 /[ 1E5PONSINLI FOR ANr DLNIAIIDN FROM [MIS nESIBNI AMT rAItL.t ID "ILL. 111I * i B C L L 0.0 P S F H C E N G G D L/ A P FRI15S IN COMF OR MAMCF NI TN IP1: OR FAe RICAIINO, TIANDL LNG. SNIPPING. INSTAELING 6 NN ACING 01 INu5511. DESIGN CONFORMS MIIN APPLICAOL( PROVISIONS OF NUS I ATIDMAL OCSIGR SPIC, IT Af61A1 AMU TP1. ALPINE i TATE F f TOT . L D. 3 7. 0 P S F S E Q N- 18720 r CDNNLCTOR PLATES ARE NADI Of LO/ID/166A (W.Hrj$/RI AT1M Abe] GRADE e0/60 IN, NA. LET. e. S1(fl. APPLY Pm �I�' PLATES TO EACH FACE OF TRUSS AND. WkLESS 0111ERNISE LOCATED OR THIS DCSIGN, IDSITION PER DRAMIMGS 160A L.THE- AIPIIx FIIgIIIceird Pmdu lltc. DRA4IMGPINDfCw"onT PACCCPIApf[°Or IROFESSTONAIIfNGIN[LRIRGERLSPOMSIOILIIrOpsOl[lT)FOR TN! TRUTSA[OMIONLeI �r•rr 0 RtiDP' r D U R .FAC . . 1 .25 FROM K G S 195G MF14Cj' T1t1Ne UE SI GM SHOWN. TNT SUIIA"111r AND USE OF 1N1% COIVOe[Y1 Fa AMr eU1lO1MG IS THE Rf SPONSI ... Il11Y Or lT1C • r••r•~{ "• \ HNipcs rep, FL 11644 DNILDING DESIGNER PfR ANSI/IPI 1 SEC. L. M1© SPACING 2 4. 0" J R E F- 1 S V K 0 8 1 _R 6 3 FL Catir"M of Audansi°N Y 561 1212 I f.0 A]11. CIIC 11).1 L1 / �700A II / 1 III .. C9J THIS DNG PREPARED FROM COMPUTER IRPU1 (LOADS & DIMENSIONS) S13611111ED BY TRUSS MFR. fop chord Zx4 SP #2 N Bot. r.hord 2x4 SP jf2 N Webs 2x4 SP r3 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. 4X4= 120 mph wind, 15.00 fL mean h9t, ASCt 7 0`l, CLOSED bldg. Located anywhere in roof, CAI II. LXP 8. wind TC Di 4.2 psf, wind 8C Dt-5.0 psf. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets L/240 live and L/180 total load 1 4 9 12.4'0 1 2X4111 2 X 4 III Lor 11-1.j [i-o-O::.J 1 4-7-4 1 4-7-4 _1 L- 9-4-0 Over 2 Supports 'I R-399 U--180 W63.5" R-399 U-180 W=3.5" (2.75" Effective Contact) (2.75" Effective Contact) (Copy 65470 5U5/R78 / 2289A,6 ( ) 12E E2) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 /10 0 7.22,1122.01 TY: FL 1 E Scale =.5" Ft. ..WARN INB•• TRUSSES R10UIR1 EXTREME CARE IN FABRICAI'IBM. NAM0LIM6. SM)PIIYG. INSULI INC,, AND BRACl/G. T C L L 20.0 P$ F REF R 0 8 1-- 5239 .If ER 10 TIC 1-0) (BYIto1 C JIG eMOMEMT SAI[F, IsrORMATION). PUBLISHED 91 IPf (TRUSS ItAlt IN5/1IUTE. $01 U'0)IOIA10 M., SUITE ZOO. MATTISON, YI 63fIP) AYD MICA 4M000 TRUSS COUNCIL Of AMERICA. 6300 (Nt(RPPIPE tn. UNL I SS 0TNCR.ISI IW( PRIOR TO PCRMDIO, NABISDN. M1 S)T19) I" SAE(IY YRACIICCS PRfeRMIRG IME S1 FUNCTIONS L � " PA :RR T C D L 7 D P S F DATE 0 2 / 0 6 / 0 6 . TOP CIMINO SMALL MAY[ PROPERTY At1AC100 STRUCTURAL PAM(t5 A" BDt10N CHORD SNAIL MAYf A PMorf RtY AfIACNfD P•�A[ DRW Hcusao8l 06037526 41419 C(ItIN6 BC DL 10.0 PSF ••IMPORTANT"•rURNISM A CePT Of THIS OtSIGN IR 101 INSTALLATION CONTRACTOR. +IPIR1 ENGINEERED r+ILIM[ 10 BUILD THE 0. 212 t BC LL D.0 P$F HC-ENG AK/AP ALPINE PRODUCTS. INC. SNAIL No, MI RESPDNSIOIE f0N AMf DIYIAf10N rRON Inli DESIGN; AIY TRUSS 11 CONTRANAICI MI1M TPI: OR fABRICAfING. NANDI LNG. SITI PPING. IMSI All TIT, 6 B.AE I NG Of r/u}S[S.. S E Q N 64189 - U!}IGIt COY/ORMS MI /11 APPI I[AOIE PROYISIOMS M OUS tNAIIOMAT Of SIGN SPEC. BY Af APA) ANO IY1. At PINE r.ONNE aeR rur[s ARE MAOL w :o/Ie/16GA (M,IT/S/kl ASIN A6v GRAN[ 40160 (M, R/M.$) AtY. SIF t . APPtr i •: S ATE OF TOT . L D . 37.0 P $ F Alpine Engineered Products, Inc. YtAI[3 to EACH fACt Or TRUSS AND, UNLESS OIMERMISE IUCAIED ON TUTS DESIGN. POSITION I1R TIN AYI NITS IeUA-1. ARr IMSIEEtION Or IIAlt} TOIlOM10 e1 'IT IMAII e1 PIN ANNEP AD or fn I zODz }Ec.I. A SEAT ON 1NIs DR AYlN6 IYRICAIfS ACC[IIA II[1 Of PRDrf SSI ONAI ENGI M[ER IIG R[SPOMSIB II IIY SOLELY fON 1ML IRUS$ CONIONF RI Pf /� .� �O R1O, I D U R . F A C . • 1.25 , M FROM S D S- 145B AIefIEy �C IIakirsCuy,Fl,)7l44 DESIGN S-11. INE SUIIABIIIIY AND US1 of IRIS COMPONENT IOR ANY 9UILOIN6 )S fn[ R(SPOMSIRIII 11 Or In[ BUILDING DESIGNER YEN ANSI/IPII SEC.2. _ON r- ` 1®.AW61c�' SPACING 24.0" JREF- 1SVK0-81_R63 THIS DWG PREPARED fR015 COMPUTER INPUT (LOADS A DINERS)OHS) S(58MIT ILO U'E IRUS '"- (bb4/U-SUh/R/B / ZCUJA, 15 ( ) 1 ' L - L1) Top chord 2x4 SP #2 N Bot chord 2x4 SP #? N Webs 2x4 SP #3 Dead loads are stated on projected horizontal area basis. The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear wails, and supporting !hear walls. Shear walls must provide continuous lateral restraint to the gable end All connections to be designed by the building designer. In lieu of rigid ceiling use purlins to brace 8C @ 21" OC. Bottom chord checked for 10.00 psf non -concurrent live load fasten rated sheathing to one face of this frame. 4X4= L 11-�j 4-7-4 120 mph wind, 15.00 ft reean h9t, ASCF 7-02, CLOSED bld9, Located anywhere in roof, CA! 11, Exit B, wind IC 1)1••4.2 psf, wind SC IA 5.0 pst. Deflection meets 1/240 live and 1/180 total load Refer to drawing IICUSR081 01306241 or 184 for stud verticals and bracing details. Gable end has been designed for in -plane loads only, assuming transfer of all out of -plane loads into roof and ceiling diaphragms.by the bracing system. Connection and design of these systems are the responsibility of the building designer. 4-7-4 Li 0 - 0:'J -4-0 Over Continuous Support �I R-86 PLF U-19 PLF W-9-4-0 -t 1 4-9 12-4-0 1 Note: All Plates Are 2X4 Except As Shown. (Copy-65470-5U5/R78 / 2289A,B ( ) 12E - Ell Design Grit: TPI-2002(STD)/FBC C RT-1.00 1.25 10 0 7.22-1122.01 OTY:1 FL 1 E Scale 6.5" Ft. PLT TYP. Wave ••WARNING'• IRUSSLS REOVIRE (KIRENF CARE 1. FADRICA110N, HANDLING. SMIIl1No, Ias, AtIINo AND DRAC1.6. NI E I INT DOHA I I DN1 POOL I SII(D DV I P I (TRUSS PL All IITS I 1101f. S83 T C L L 20.0 P S F R E F R 0 8 1-- 5240 NLIER 10 DC SI I O) to. II DI NO COW ONE SAF , U'ONDFR IO DR.. SUITE 200. MADISON. YI 53119) AND NFCA (NDOD TRUSS COUNCIL DF ANERICA. G)DD ENTERPRISE IS. • •••3F• 2 0 6 0 6 -o'SON. NI 5)1I91 1GR SA111Y /RACiII" IRIDR TD 1I*F0PNING IIICS[ FIINC110N5. IIRT.(SS DIIIINN(SE Iuw1 'ED. • •. T C DE 7.0 P S F DATE 0 / / TOP CNDRV SIIAI, NAIL IROI(Rll Allwf. tllD STRut FIIN AI IAN(lS AYD DDFIUN (No- SNALI NAY( A IROPENLI AIIACNED • -- -� NIGID CEILING. ' 'w BC DL 10.0 PSF DRW NCUSROBI 06037530 >. N1 ND' 2 • IMPORTAHT•AFURNISH A (DIT OF THIS DESIGN t0 THE INSIALLATIDN COVIRACTDR. A111Nt (NGIRIEREO FA IIURE IB suuD nlE B C L L 0.0 P $ F H C - E N G AK/AP ALPINE IRODVC.IS. INC. S11AI1 401 of RESPDNSIDLE FDA ART DEA'IAFIOR FRDN THIS DESIGN: RNT TRUSS IN SUM!ORNARCI. VIIN IPI: ON FABRICATING. NAMING. SNIPPING, INSIALIING C DRAC IxG 0! iRU SS[S. yy 1tl ,yy, It DF SIGN CONFONNS WIN APPLICABLE PROVISIONS OF OLDS (9AIIONAL DESIGN SPEC. OF A1DPA) AND IPI. A"'Of GALY. MET. AP" TA •� r OF TOT . L D . 3 7 . 0 P S F [' (� S E ON 6 4 1 8 6 7p� CONNECTOR PIAT(S AR[ MADE Or :0118116CA (Y.11/S/[) ASFM A653 GRADE 40160 (Y, K/N.S' II APES 10 [A(H FACT O1 IRU SS ARC, URI CSS OINCRYI S[ IOCAIEU ON IRIS bf SIGN, POSi1tDN IFR ONAYINGS 16OA1.. •• ---- _ —"" " C /� — (�,, Alpine Engineered Products, Inc. 1950 Maley Min Haines CO. FL ))W ANT IYSPFCII ON OE II At(S I01.1OVED D1 11) SNALI 8L Pit ANTIC% A3 b 1PIt 2002 Sf C.I. A SLAT GN IUIS DRAWING INOICAILS ACCIIIA.Cf OF 1WESSIDRAL (OGINE(RING RESIOBSI9I1111 SOLELY TO' "IF 'NUSS COMP ONCNi OISIGN 111-10. 14( WIIAOII Ili wFID USE OF THIS COFMONLNI FOR AN1 SUII.DIN' 15 1N1 NISIONSINILIIT DI IIIC 8UI1.0Ie6 DESIGNER PER ANSI/IPI I SE(. Z. __ •• Er 0111A1z Y - DUR FAC SPACING , 1 25 24.0" FROM JU JREf - 1SVKO81_R63 THIS ONG PRE PARR) FRP14 COMPUTER INPUT (LOADS d UIMLNSIONS) SUBMITTED BY IRUS Wit. I o',vu t- uD/n/U / 44071 A,(5 1 L I - Ic. Top chord 2x4 SP N2 N Bol chord 2x4 SP 1(2 N Webs 2x4 SP r13 (lead loads are stated on projected horizontal area basis. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load, 2X4Il1 J- 1 7 3 8 0 U K 4 IU 2X4(A1) R-72 IJ-180 1"1 - 0 0:Nj 2 6-0 Over 2 Supports R=167 U-180 W-8" l20 mph wind, 15.00 ft mean hgt, A.SCI 702, CLOSED bldg, Located anywhere in roof, CAI 11, rXI, B, wind TC D1 4.2 psf, wind BC DL-5.0 psf. Deflection meets 1-/240 live and L/180 total load. (65470 5U5/R78 / 2289A,B ( ) 12E - F2) Design Crit: TPI-2002(STD)/FBC RTa1.00 1.25 10 0 7.20.0918.19 PLT TYP. Wave C —WARMING.- TRUSSES REOUIRf (YTRfM CAR( IN FAORICATIOM, NATIVE INC. 5NTPIING. INSTALLING AND BRACING. AHENICA. 63DO ENTERPRISE IN. RE1(R 10 BCST I_I (BUILDIN6 CONPON(N( SAF[fY INFONNATIDN). IUB(TSNED BY IPI (IRUSS PLATE IRSTI'UI(. 60)fsv�liom D'DNOIRIp DR.. SUITE TOO. NABISON. NI S)/10) AND MICA (MOOD TRUSS COUNCIL of HADISON. M1 S)21D1 ION SAF(II PRACTICES PRIOR 10 pINr ORHING THIS( [UMCTI ON$. UNLESS 011((RMISE INDICATED,EDPCNONo BOTTOM CHORD WALL. PLAY( AYRDI[RLT AIlAG11[D`RIGIDCCTLINO. f11AlL HAVE 1.011.11 AIIACHLD SMICTIINAL (ARILS AND 1IMPORTANT*fums" A (DIY of THIS DESIGN TO THE INSIA(LAIION CONTRAC)(D. Atria( ENGINEERED0ALPINE IRooVCiS. INi. TIUII.0BESIBrOR ARY DEVIATION FROM 11115 DESIBY; ANY /AI(UR[ 10 OUIID IUE IRUSSItlCON'OR"ANCEM11H TIT; DR fABRIC111NG. HANDLING. SNIPPING. INSTALLING i ORACI YG of INUSSIS.DESIGN CDm ORMS M.1H Al I.CA PIT IRDYISIONS of NOS (NATIONAL DESIGN Sr(C. BF AIAPA) AND IP1. ALPINECONNECTED PIAI(S AR[ HAD( Of20/TB/16GAAST" 16S) GRAD( 4016G IN. R/H.$) GALV. 5I[E1. APPLY�,,J-J.._f. YLAIIS 10 IACII FACE Of IRUSS AND. UNLESS OIN(RNI S(LOCAIf[1 ON THISD[SIGNOSITION PCH DRIMIMGS 160A2.All}EII� Engl)T�IGL PIIM1NELLI, tfI(, DriYR CRY, FL 33844 noNSPECTIONOFV_IISrOLLOMEO0Y(I)SNAILREPLRANNEYA)OfIr11 200Y fE[ . A SE AI OIF THISI'95D�..f.,, ppAYING INDICATES 1CCIPIAN[LOFPROf[331DNAl fMGIREERIY6 R(SP4NSIBIILIT SWEIT fOR I11E fRUSS COTWON[N1^"'••1O[SIGN SLID,,, INC SUITABILITY AND US( Of THIS CDMIININI FOR ANT BUILDING IS IN( RIS1'ONSIBILIIY O1 ME)N111a R1111DINC. DEMMER PER ANSI/III 1 SEC. 2. OF TY: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. f1.25 . SPACING 24.0" Scale m.511/Ft. REF R081-- 5241 DATE 02/01/06 DRW HCIISR081 06032892 HC...E JEL/AP SEQN- 15882 FROM KGS _ JREF- 1SVK081_R63 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SOME IIED BY TRUSS 14ER. ( 65470 5U5/R78 / 2289A,B ( } 121 F1 ) Top chord 2x4 SP #2 N Bot chord 2x4 SP 112 N Webs 20 SP #3 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. REFER TO DRAWING ITCUSRO81 01306184 L 241 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO TILE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE 111E RESPONSIBILITY OF THE BUILDING DESIGNER. 2X4111 61— 2X4(A1) = 2X4il 114 � 2-6-0 Over Continuous Support R-96 PLF U•-72 PLF W-2-6-0 PLT TYP. Wave ALPINE Alpine Engineered Products, Inc. 1950 MuiGy Drive Haines City, t. 33944 FL Cmt6We of Authaiulial 1567 T 1-7 3 8-0-0 120 mpI, wind, 15.00 ft mean h g [ . ASCE 7 02, CLOSED bIdg, Located anywhere in roof, CAT 1I, 01' B, wind TC DL-4.2 psf, wind BC. DL-5.0 psf. the building ties igner is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. In lieu of rigid ceiling use purl ins to brace BC @ 24" OC. Deflection meets L/240 live and L/180 total load. 65470-5U5/R78 / 2289A,B ( ) 12E - F1) Design Crit: TPI-2002(STD)/FBC C RT-1.00 1.25 10(0) 7.20.0918.2 QTY:1 FL 1 E AM RNIHGA• TRUSSES If011ltf f'1REPN CARE IN FABRICATION. MANDL196. SNIPPING. INSTALLING AND BRACING. RCFER 10 BCSI 1 0) (BUILDING CD„PONENI SAFETY INFORMATION), PUBLISHED RY 'PI (INUSS PI.AIE INSTITUTE. $B) O'DAIM R10 OR., SUITE EDO. MADISON. NI $1119) AND NTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LIE TOPMADICISO:. IDRDN SIIAll.191 RATED PROPERLY 141-CHEOSSTIUCTUR AIPIAN[I SIANDI OTI ONUC MDRDN SUALLHIAVE AT PROPERLY ATIACNED R1610 CEILING. C• ` `A '••y` • �• F•'� ' A N6' ;s L L T C D L C D L 20.0 7.0 1 0.0 P S F P S F P S F NIMPORTARTA4uR N1511 A COPY OF IRIS DESIGN 10 Fill INSTALLATION CONTRACTOR. AIPINE ENGINEERED PN ODUCIS. INC. SIIAII NOV Of Rf SI ONSIBI[ FOR ART BEVIAl1ON FROM THIS 0[SILM; ANY FAILURE 10 BUILD IIIC 1RU55 IN CONI DtMARC, N1111 IPI: 00 FABRICATING. RANKING. SNIPPING. INSTALLING A BRACING OF TRUSSES. DESIGN CONFORMS N11N APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. Of AF6PA) AND IPI. ALPINE CUNFECIOR PEA TES ARE MADE OP 20/IG/,6GA/N, AST„ A65) GRADE 1.,60 19, N,N,S) OALV. 511EL. APPLY PLATES ID 'ACM 'ACE OF TRUSS ARD, URIESS OIUENUI SE IDCAIED ON THISDESIGN. POST IIDN PFI DRANINf.S I60A Z. ABf INSP[CIIOx 01 PLATES IOLLONFO BY ,I) ,,A,, BE PER ANNEXA) 01 1.IL.t00: SEC.). A SEAL DR IU13 BY ENGINEERING Rf Si DNSINIL I IT SDI ELT TOR INF "U'S COMPONENT D11A1IING JPUICATES-CC[PIANCC BE DESIGN SHOWN. 1111 SUITABILITY AND USE DI 11,15 COMPONENT FOR ANY BUILDING IS 111E NESPUNSINII.ITT Or THE UUILDIRG DESIGNER PER "Skirl I SEC. 2. • * ! * j •o : wATE OF , •A A f •••� O RIO.r• f` �S • 4C�,Rj•.R\ (7 •�/w� _ (• B C L L TOT. L D . 0.0 37.0 P S F P S F O U R . F A C . , 1 .25 SPACING 2 4 . 0 " _.— Scale=.375"/Ft. REF RO81-- 5242 DATE 02/01/06 DR W HCUSR081 06032894 HC-ENG GDL/AP SEON- 18724 FROM KGS _ JREF- 1SVK081_R63 IBIS DWG PREP APLO FROM COMPUTER INPUT (I. DAVIS 6 L)I HLW, I UI I) �IUu741I It.11 DI uv.0 rI,- ( 65470 5115/R78 / 2289A,B ( ) 12E F3 1 lop chord 2x4 SP 1/2 N got chord 2x4 SP //2 N Webs 2x4 SP (/3 Dead loads are stated on projected horizontal area basis. In lieu of rigid ceiling use purlins to brace BC @ 24' OC. Bott0IA chord checked for 10.00 psf non concurrent live load. 2 X 4 IN T 1-7 3 8-0-0 1 j`j 2 X 4 III 2X41(A1) R-87 U-180 R=98 U-180 W-T8" 2-6 0 Over 2 Supports( I I 120 mph wind, 15.00 it mean hgt, ASCE 7 02, CLDSfp bldg, located anywhere in roof, CAI 11, E7.P B, wind IC DI. 4.2 I)S(', wind BC 1)I-5.0 psf. Deflection meets L1240 live and L/180 total load. (65470-5U5/R78 / 2289A,B ( ) 12E - F3) Design Crit: TPI-2002(STD)/FBC 1 E - Scale =.5" Ft. C RT=1.00(1.25) 10 0 7.20.0918.19 OTY:2 FL PLT TYP. Wave SN)PPING. INSIAUING AND BRACING. TC LL 20.0 PSF REF R061- - 5243 ••HARMING" IRUSs15 REQUIRE I'mm CAN( IN /ARRICAIto, 14ANDIING. REFER 10 ow I OS [BULL OINL CVINONE NT SAf [f1 IR(pRP1A C IDAI. PURLISN(D ST TPI (IRUSS Pl Af1 INSF)IUIE. SRJ 4lDO (NICNPNI SE LN, c �I/ -- 1 0 6 D'OROf R10 DR .. SUIIC LVO. IMDISDA, NI 597191 ANU MICA (YOgO TRUSS [OUNC IL OF AMERICA. PNA[T ICES PN IOR 10 P[RT ORH IN4 lU(Sf LONE/IONS. UNLESS OI Nf RYISE 1NDICAf f O, P•P• Rom. •A•N• TC D L 7.0 PSF DATE 0 2 / 0 / NADISoN, of $37101 1ON SA1111 !01 CNORD SNAIL IIAYf IROP(Rll ATtACxfO SIRU[lUP A1. IAM1i5 AND B01 ION CNOAD SNAIL NwvI A PN FlPt Hl1 AIT AC N[o C 06032893 RIGID cFli.loG. BC DL 10.0 PSF DRMI HCEfSR081 ••1HPORTANT"FUNNIs. A C." of it IS DES CID 10 IN( INSTAItA.IDR CGNTRACTGR. ALPINE fN41NE1RtD INE BC LL 0.0 PSF HC-LNG JEL/AP ALPINE I. is. IRE. SNAII N01 U[ ■ESPONSIBI[ fDID A111 DIYIA11q" fNON 1NI5 0LSI4P; ANY IAIIUN[ TD BUILD IRUSS IN CDNFDRHANCE H1111 IP1: OR 1 +6RICAIING. HAN0I.ING. SMIIP IFG. IRSIAIIING t BRACING 01 TNU55[5. _ j — _ __ DESIGN CUNFPRNS NIIII APPIICAREE PROVISIONS OF NOS INA110NAL DESIGN SPEC. R1 AFIPA) ADD TPI. ALP U1 T 0 T L D . 37.0 PSF S E D N - 15884 • CONNECTDN PLAII$ ARE HAM of 2O/IB/1GGA (V,N/5/N) ASTH A653 GRAD/ FD/60 (N. %I),S) GAIV. SILEL. AIIl1 160A 1. ,'.— % PLATES 10 11CH 1AE1 01 IRUSS AND. 11.1 L$S DIN(RVIS[ l0[A " DN 1N.5 DESIGN, PUS. LION PIN DpANINL IfR +NNEi +l OF FPIIIDBi StC.I. A SEAL ON IDIS • DUR. FAC 125 FROM KGS c- ��,,�Ep��,,LL,,,,�� Axr INSPf[flgN Of PlAlES ioLl0NE0 01 (11 51p11 BC AlpineFrig19tmW"llp�ts,Irc. O{ PRDf[ssloRAL INGINtIRING RE5fONSlollll) SOlEl1 (OR HI{, IRUSS CDNIOIENI • Alf✓R••f T 1 BRAVING INDICAI(5 ACCEPIADCL �'"'�w'"'11 o(.sIGD sNMN. F"E sDI7AD II IIY AND u5E of TN1s C—O.LR1 FOR ANr BDILo[.G Is nN R15IDNSINILlI1 OF INE NRIRWCNy,FL 33944 NUttDING ofsIGNER PER ANSI/fel I Sf1. t. FL Ced6cRte of ABLhoIvatioG 1567 _ RR.f • �`�\ JyBN SPACING 2 4 0 " J R E F - 1 S V K 0 8 1 _R 6 3 THIS DWI; PREPARED FROM COMPOI ER IMPMT (LOADS & DIMF.MSi Dtlsj SUBM11111) " TRIISs 14F R. ( 6S470 5U5/R78 / 2289A,n ( ) 121 HJ/ 1 Top chord 2x4 SP #2 N BoL chord 2x4 SP #2 N Webs 2x4 SP 1/3 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non concurrent live load. Deflection meets L/240 live and L/180 total load. -.-A— 0 4 3 —U- 12[) mph wind, 19.23 Pt mean hgt, ASCI 7 02, CLOSED bldg, Located anywhere in roof, CAI if, IXI, 8, wind TC DI 4.2 psf, rind BC DI 5.0 psf. in lieu of rigid ceiling use purl ins Lo brace BC @ 24" OC. Hipjack supports 6-11 8 setback jacks with no webs. Provide ( 2) 16d common nails(0.162'x3.5'), toe nailed at Top chord. Provide ( 3 j 16d common nails(0.162'x3.5"), toe nailed at Bot chord. R -232 U-180 R_329 U=1BO L'-1-5-0� IPLT TYP. Wave ALPINE Alpine Engir red Pr950 Marley �ls, Inc. 11*jm ("Uy, FL 33644 FL Cn(iGdc of AWbonnim 1567 9-10-1 Over 3 Supports R-354 U-180 W-4.95" (65470 51,J5/R78 / 2289A,8 ( ) 12E - HJ7) +20-11-0 3915 _17-4 12 Design Crit: TPI-2002(STD)/FBC C RT-1.00 1.25 10(0) 7.20.0918. TY:2 FL 1 E Scale -.5' Ft. •-WARN ING' TNUSSIS OfOUIR[ (IIU(M CARE IN fABRICAIION. HANDLING. SHIPPING, INSr'ILI06 AND 9RAC M. ■fILR 10 BCSI I OI (bUil B1YG SOMPONE AI SAf E IY /Nr ORIM 110N). PUb11511ED BY III (T.USS ":.' INSI11VIf, SR, D'UNUra10 VA.. SUIT[ i00. NA.... NI SI/19) nNp PICA (UD00 1NU55 CDUMCII OF AMRICA, 6IDU ENIERPRISL lN. NAM". NI SII19) III SAf EIr IA ACiIt[S P. IOA ID PC Rf O1INI.4 THE S[ /UMCt10N5. UNl[SS OIHIRNl S[ IMDif APED. ID, CNG'. 511AI1 ILA of I.OP[All AM.110 SIR",..A, PA.f LS A00 bof1oN CHORD SIIAII NAVE A PRDPL.IY A17ACHED .1010 C(11.1.6. AAIMP0RTA11TAAfuaNISN A CDPr Of THIS OLSIO■ IO TN( INSIALtATIOY CONINACT OR. AI PINE LNGINCM P.000CIS. INC. sllAlt NOI BE Rt$PONSIUIE 10. AN1 M V111106 IRON :HIS DE516.; Aar rA1tUNt IU OUIID IN( TRtlSS IN f. Dni Oa NwNtE NIIN 1P1: M fnO.ICAI LNG, NANDI LNG. SN II/LNG. IpS1AllINO i OR ACI q6 OS I.USSC S. DUI6N CDNID*"I UIIN APPI)CABI( P.O11110.1 0f NOS (.AIIONAL DESIGN 1'" . .Y A....I A.O III. AI.PIN[ ,I..YEARS ANI NAB[ Of LD/10/f06w (Y, N/S/x) ASTN A.SI OR ADE AO/00 (Y. N/II,SI GAL, Y. SI1ll. API'll "I'll IV IACN 1.1E Or INU$S ADO. UNLESS OMI RUISE LOCAI(O ON IRIS DESIGN. POS1110N I" DAWIMIS IGOA I. A. IRS.'a0. M Pl A11S TOLL OYFO er 11, SNAIL .1 11. ANN1, AI .F f111'IooT W., A $1.1 DR 0115 II.ANI.G INDICAIIS ACC,PIANC{ Of PR DI ESBI ObwI [WIN([RIN6 RLSP ONSIbiI IIY SOlflr iDil fH( IaOSS fONYONF NI DESIGN SNORN: TN( sul"OttlTY AND US( Of I"IS CONPDN(Nl COR ANr DU.101" I5 7.( w(A.DN5I.ILIIr Of THI C �• V V •••%` •/• • •• •I �: v Z °;� i ; i STATE OF II �.,n,Al OflS�l \ �; • \ T C L L /� T C D L BC DL I+ B C L L TOT . L D . 20.0 7 . 0 1D.0 0. 0 37.0 PSF PSF F PSF P S F P S F R E F R 08 1 - - 5244 — DATE 0 2 0 1 0 6 DRW HCUSR08l 06032899 H C- E N G J E L/ A P S E Q N - 15838 DUR . FAC , 1 25 �-- FROM JRH SPACING 2 4 0 " J R E F - 1 S V K 0 8 1 _R 6 3 BUILDING DESIGNED PER ANSI/IP: I SEC. T. AA . THIS OW6 PREPARLn FROM COMPUILR INI'DI (E LEADS A nIHE iISI ONS) SUBI1II IEn NY TRUSS FIF R. t U,-I 10 711S/IS/b / Lc[)9A,M 1, ) I ' L EJ/ j lop chord 2x4 SP y2 N Bot chord 2x4 SP /j2 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non concurrent live load. Provide ( 2 ) lfid common nails(O.lfi7"x3.5"), toe nailed at. Top chord. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Bot chord. R 166 LI-180 R-127 U-180 1� i--7-0-0 Over 3 Supports R-324 U-180 W-3.5" 120 mph wind, 19.24 It mean hqt, ASU 7-02 CLOSED bldg, not incated within 4.1.)0 ft from roofedge, Cal 11, I.XP B, wind 1C [)1-4.2 psf, wind BC OL 5.0 psf. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets L/240 live and L/180 total load. 20 11 -0 3-10-3 +17 4 12 (65470-5U5/R78 / 2289A,B ( ) 12E - EJ7) PLT TYP. Wave Design Crit: TPI-2002(STD)/FBC C RT-1.00 1.25 10 0 7.20.0918.19 FL 1 E Scale —.375" Ft. ALPINE •"AQNrM6f• TRUSSES R/DITIRI 1IMPIF CAR( IN FABRICATION. HALIDE ING. SHIPPIW INSIALIING AND BRACING. REf(N 10 BCSI 1 0) IDUILOI 06 CDNI.ONt Or SAr(IY Iof ORMAI ION). IUOL i$"ED BY III (TRUSS PLATE IDST I TUFF, $01 D'OROIRI0 DR., SUIT( E00. "'So'. NO S)I19) AND RICA (HOOD TRUSS COUNCIL Of ANERICA. 6100 ENTERPRISE LN. RAPISON, tll S))191 iDR SAIFIV PRACTICES IAIOR TO P(AFOAMING THESE r11R(11ONS. UNLESS OTHINNISf INDICATED. TOP CHORD $HALF HAVE PROPERTY AIIACNED STRUCTURAL PANELS AND NOTION CHORD SHALE HAVE A PROPERLY AIIACNED TO D 11) Clot ING. •"IMPORTANT•"I-DRNISH A COPY OF THIS DESIGN TO ONE INSTALLATION COMIRACTOR. ALPINE'*GINEERt PRODUCTS. INC. SIIAtI NOT BE P[fPONSIBI[ TOR ANY VEYIAr10M FROM THIS OISIGN; ANr rAlll)RE TO BUILD IN TRtlSS IN CONE WNANO( HIIU ill: OR lABR I[AfTNG, HANDLING. SNIPPING. INSIALL1pG [ 0AA1IN4 Df TRUSSES. �• "f• :•4•�V • 1 No. i 1B O .v0•, ••� N �•• ,•V` p 7 C ILL T C D L C DL BC LL 20.0 7.0 10.0 0.0 — PSF PSF PSF PSF RE[R081 5245 DATE 02101106 DRW causa0e1 06032907 CA-ENG LVT/CWC _ S E Q N- 26116 YC AI Iru EIf inetrtd Ptoducl$, Inc.ANY p� Products, p g r950 Marley Olive fbiNa Coy. FL 33844 FL CIa(itrtpe of Ambortzown 0 567 DESIGN coNFMNS YIIM A/I(ICABLt PROVISIONS Dr NDS 0111OVAL DESIGN $P(C. Br 114PA) ANTI TPI. AMITE ORNE CI OR PIATLS ARE MADE Of 10/iB/160A (V,H/S/R) ASIN ASS) GRAD[ AO/60 (N, RIH.$) CAI Y. VCEI. APPLY PLATES TO EACH FACE Of TRUSS AND. HINCSS OIIIFRHISE LOCATED ON 1NIS DESIGN. IOSIFI.M PIN DAANIIIGS 160A 1.— INSPICIION Or PLATES TOE(EN(O TOY 41) SHALL OL PER ANY(S AJ Or TPII-r001 S(C.). A SEAL DM THIS DAAIIIN6 IROICAIFS ACCEIIANCE OF PROFESSIONAL (NGINEERING RESPONSIBILITY SOt(LY TOM fill TRUSS COMPONIMr DfSIGN SFF rN( SUIIASItITY AND USE Or THIS CDNPDRENI FOR ANY OUItDING IS THE RCSPOpS10ilIiT Of THE BUILDING Of SILRfR PIR ARSE/f11 1 Sf C. 1. E: �: IS ' ,/•/ Q p l V ' • . (oIl1VRRBlL j E OF ��N1Tf,! V t M r�V` GP T O T L D 37.0 P S F OUR . F A C . , 1.25 F ROM SO S P A C I N G 2 4 . 0 " JR E F - 1 S V K 0 8 1 _R 6 3 TUTS Gld6 RREPAREU fRon COMPUTLR Wul (LOADS & UTHEHSIoNS{ S08NIT7Ff) BY TRUSS NIR. ( bt�,L/u 5uo/l its / cz[JyA.Ll { 7 /rc LJ lop chord 2x4 SP #2 N Bot chord 2x4 SP #? N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) l6d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) l6d common nails(0.162"0.5"), toe nailed at Bot chord. 120 mph wind, 18.74 It, mean hgt, ASCE 7 02, MIS([) bldg, not located Within 4.'')0 ft from roof edge, CAI H . LXP 8, Wind iC 01-'1.2 psf, brind BC 01- 5.0 psf. In lieu of rigid ceiling use Purl ins to brace IX @ 24" OC. Deflection meets L1240 live and I./180 total load. R-116 U-180 1 2-10-3 I.- 11-4-12 R=89 U�-180 L� �R-5-0.0 Over 3 Supports R=252 U-180 W-3.5" (65470-5U5/R78 / 2289A,B ( ) 12E - CJ5) Design Crit: TPI-2002(STD)/FBC /1 E Scale =.375" Ft- PLT TYP. Wave C RTs1.00 1.25 10 0 7.20.0918.20 QTY: -WARNING"A IRU51L5 REWIRE fITREME CARE IR FAPRICAIIOR. PAR& INC. S111PPING. IR51A11.IN4AND OOACIRG. (F�L T C L L 20.0 PSF REF R 08 1 5246 RfIE0. 10 RC 51 1'03 (PUILOING COMPOTI[RI SAI[IY INFDRI4TION). IVOIISII[D OT IYI I/PU55 ". 1NS11TU1L. 50] SI LN, G s / D'ONW P10 D0.., SU11[ SDO. MADISON. YI SJ 1191 ARO PICA (NODD TRU55 COIIR[II OF AMEP IGA. GJDO 4RIE0.Ppl UNLESS UTII[R,115/ INDICA1[D. •• . • • •" C D L 70 P S F DATE 0 2 / D 1 / 0 6 MIOISDR, YI SJFi;I FOR SAff IY YRACIIC[5 YRIOP JO PL RI UPMI Y4 INI51 f1IRC110N5. NAY[ P0.0Pf RLY AJ,ACM. SfRUT.IIP L IM[IS ARD 00T/OM CNORD S-1. I1APf A IPOYLRIY n11ACUCD 67 --- IDf [IN)0.0 511A11 RI4lo CEILING.\] 10.0 PSF DRW NCUSR081 06032900 • DL "`1HPORTANT• AIIiR[ CRGI"IE11 Q-� 1URRISN A CDIT Of "Ill 01SION 10 1N[ IR51ALtAlf-CONTRACTOR. TpON ,N.S D[S14R; wMi TAIL UAt IO PDIID I. g LL 0.0 PSF yC-ENG GDL AP l Ip ODUC if. IRE. TNALL 0.0, RE ■..PONSIN.. .OR ART Df 91A,1 OR ALPINE fRY;3 10 GONfOR uRt[ YITM TI1: OR FM0.1CAfIRa, NAYULI0.G. S1111IIRG. IR51ALlI0.G A PRICING Of FORM S. ; * , _ DIf10R CONFORMS YIIN AIPLICMI( IROpISIDRS W NOS IYAf10RAl OFfI4N fI[C, RY MAIA) AND IP1, AIIIP[ A65S "ADE I0166 (N. xp,%) 4AlT. S,[[l, AIPIY i j ATE OF T T L U 37.0 PSF $ E Q N 18731 • COP REC,OR PIAT[; ARENAOE Of JO/IO/164A (Y,M/S/RI ASIN Yi 10 [AGM RAC[ M iPUTf ARD, URILfi OTIICOYLR[ lol,11O DN 11111 D[SiT.tl, IDSI110R Ill DRIYI"GI IOOw 1. %B lf(S •111C 61 iueercd Products, h[c. A0.Y INTPLCIIOR DF PLAIES f011 DYED 0, ,1) 511I1L Of IIR ANR[. AJ OF IIII tpOt SL C.;. A TI AL DN 11115 B YN AYIRG IROICAi[S AC[[IIANC[ Of IR OF[SSIDIIAL [NGIx[[RIYG pESIOPi181l11, Sot,ty FOR IIll (PUSS COMPONENT reso Md P Drive OFS10R SNOYR. TML SUIIAPII OF AND USC O[ iM15 CONfONERI FOR ANY DUIIDING IS IN[ PFSIONTIRIIII, OF 111E 4RintfCily,fl.J1M4 PUltolNGD/SIGRIPFIRARSI/:III Sit .:. +c of Awborva[ica 1567 4` A O , \ f!'yAQt> 6 OR. FAC. SPACING .1 .25 24.0" FROM SO _-- JREF- 1SUK081_R63 TMIS nNG PP.EPARH) FROM COMPOIER INPUT (LOADS A DIMLNSIONS) SUGMIT HID BY TRUSS Mf R. ( 0�'Im' If D I IL 10 ( 440yx..n lop chord 2x4 SP M2 N tot chord 2x4 SP 112 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) l6d common nails(0.16Z"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=120 U-180 2002 2 10 3 R=90 U=180 17-5-14 2X4(A1) 120 Inph wind, 19.09 ft. mean hgt, ASCE 7 0?, CIOSFD bldg, not located within 4.50 fl from ruilf edge, CP,i Il, [XP B, wind IC fit 4.2 ps(, wind BC Dt 5.0 1)st. in lieu of rigid ceiling use purlins to brace 8C @ 24" OC. Deflection meets L/240 live and L/180 total load. 11- 5-0-0 Over 3 Supports R-•191 U-180 W-3.486" (65470-5U5/R78 / 2289A•8 { ) 12.E - CJ5A) Design Crit: TPI-2002(STD)/FBC E Scale =.375" Ft. PLT TYP. Wave C RT-1.00 1.25 10 0 7.20.0918.20 QTY:1 FL /1 •• MARMIMD•• )RUSSET R(OUIRE (-R1NIW CAME IN FABRICATION. MANRL IMD. S111PPING. IMSIALI INC. AND DRACING. L L 20.0 P S F R E F R 08 1 - - 5247 S II IU IE. SRS Oil, ER TO BCS1 ID3 IBDII.DIYD COMPRME Mi SAFETY INf ORMAl10M1. IUBIISNfD pY iPl (IRV SS Pl AliI........ V'ONOFMIO ON., SUITE 200. MADISUM. NI D)71N) AMp MICA (tl.00 INNIS COUNCIL Of AW RICA. 0300 fNIfRPMIS( IN. N D 2 D 1 D 6 MADISON, NI 6)110) FOR SAFE IY IRA[11CI1 PRIM 10 I(RF ORNIIO INf SE iDR(II DN1. URL[SS 01 N(RNI S( INOICA IEO. A PROPERLY AIIACII(D •••y,� �• �- T C D L 7.0 P S F DATE / / 100 CRURp SIIALI HAVE PROP(RtF At1ACMEV STRUCIUMAI. fAMft$ AMR B0110M CIIURU SMALL IIAYC RIGID CEIt "O. ,� ` % re BC DL 10.0 PSF DRW HCUSR081 06032904 Jr NO• ••IMPORTANT'•IDRIISM A COPY ON fMl$ D(SIBM IO Flit IIST ALIAIIO" CONIAACt OR. AI IIM( (MOIN[ER FRp1 1NIS ANY FATIYNL 10 RNILD IN BC L L 0.0 P S F H C E N G G D L/ AP P I N E '"DDYCS'CONFORMANCE "E "16'90 0L` """ A"' °`"I"f104 OENIGM: II1: OR IAORI(0104. IURDtINO. SNI/ZING. INSi ALI IMG 1 RR AC IMO 07 TRUS NE S. * �AL 1RDSS IY 11Tp OE'IGM CONFORMS vfill APPtICA,BLE PROVISIDNS Of NDS IMAIIOM.AL DESION SPEC, 01 AFSPA) IMF, IP1. AL11 FT :. T 0 T L D 37.0 P S F S EON 18734 • " COM■(CION PLATES ART MADL Of PD/10/166A (tl.M/S/1) AST" 1613 11111 10/10 '1. 1FM.51 GAIR. 11111' APri ST E OF . . Alpine ELlgineeredProducts, Inc. ILAI(S IG CAC" fAC( OF IRUSS AND, VMY(5S OIM(RNISE LOCATED 01 T111S UESI ON. PDST 11DM PER O.A.1"IS 16DA-1. ANY IN6P(11:01 Of PLAIES fOILOMED R' (1) SNAIL Ot Pill ANN(1 A3 OF TP11-2002 S(C.3. A SEAL ON 1N11 TRUSS COMPONENI • • ••�� O R1OP'f __. D U R . F A C . --- ' 1 . 2 5 • FROM WE W 1950 I'IDaCyW C pRAtlIRF. INOICATES A[CIPfANCE Of fRMESSIO"AL ("GINC[RI"G R1SPO151NIL1TI SOtEtY FOR 111( FILE AND USE OF IMIS COMPONENT FOR ANY BUIIDl.G IS 111E RESPONS1611111 OF 111E S�p�•••••••�••••�•�•* --- ._..... - ---- faims0y,Fl )3844 DI'.516N S1.1DNM. SUITABILITY 9111LOINODISIGN(R PER ANSI/Iff I SEE. e. aw `7AN�[l SPACING 24.0" JREF- 1SVK081_R63 THIS DIIG PREPARED FROM COMPUTER INPUT ((. GADS S DIMENSIONS) SUB111 T FED By TRUSS MFR. ( b79/U 'IU7/KIb / fed`J A. F1 ( ) 1Lt I. J.S J Top chord 2x4 SP W2 N Tot. chord 2x4 SP /J2 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 } 16d common nails(0.162"x3.5"), Loe nailed at Top chord. Provide ( 2) 16d common nails(0.162%3.5"), toe nailed at Bot chord. __ T 18 11 0 6 ( Rm63 U-180 1 -10-3 R-52 U°180 2X4(A1) 1�-o 3-0-0 Over 3 Supports R-183 U-180 W-3.5" PLT TYP. Wave ALPINE Alpine Engii��P ocls, Inc. Hain" Coy, FL 1311E FL COHi6LBk Df AvIlDTizAin 1561 120 mph wind, 18.24 ft mean h9t, ASU 1 02, CLOSED bld9, Located anywhere in roof, CAT if, OP B. wind 1C Dt 4.2 psf, wind 8C Dl-5.0 psf . 1n lieu of rigid ceiling use purlins to brace 8C @ 24" OC. Deflection meets L1240 live and L/180 total load. (65470 5U5/R78 / 2289A,B ( ) 12E - CJ3) Design Crit: TPI-2002(STD)/FBC C RT®1.00 1.25 10 0 7.20.0918. „u "HARMING•• f.USSES REDUIRE (V IR[NE CAR[ IN FABRICATION. FLAMM IFIG. STUFFING. INSTALIIMI, ANT) VRACIII6. �� `• C RIFE. IU BCS1 I� ) (BUT L01 AG COMPONENT GAF I IT INFBBMATIDN). PUBLISHED BY ITT IFRUSS PLATE lN5T1IUl[. 60) D•oNOrmlo DR., SUIT[ too. -vise.. "1 S)719) AND MICA (WOOD TRUSS COMRCIL DF ANERICA. 6300 INIERPRISE IN. NADISDB. 41 S3719) FOR SAY [II PRACTICES PAID. IU P[RIDRMIYG THESE FUNCTIONS. UMl[SS of NCRMISE IHDICAIED, •• ,• !OP CNORO 511.F, MAY( P.OFE.LI AT(. CHID STRUCIUe.l. PANELS AND 40ITUM CHORD SHALL NAVE A PROPERLY ATTACHED . H110 CE ILL.6, AIMPORTANT••INNNI511 A COPY OF 1111S DESIGN TO THE INSIALLATION CONI.ACIOR. A(PINC [YGIREC.(9 N� PRODUCTS. IRC. SHALL .01 BE B(SPONSIUL( FOR ANY O[YIAiION FROM THIS DESIGN: ANY FAIIU.[ TD BUILD fill Tauss )N CoeFDRMA.C[ NIT" TPI: O. FA94ICAf1 NO. HANDLING. SIEIFPING. INSTALLING B B.ACI.G OF TRUSSES. DESIGN CONIOANS M11N APPLICABLE PROVISIONS IN MUS SRAIIONAL DESIGN SPEC. BY AFAPA) AND IP1. AtP" "s• TAT COBNECIOR FLAILS ARE NAOL a tDN IB/I6GA (Y,H/S/KI ASIM AFF" 6.A0C AO/60 (". K/N.S) GAI Y. SIl[i. APPLY PLANES 10 EACH 'AC( Of I.US1 A.D. UNLESS DIME 0.415E toc.tEO ON THIS 0(SIGN. POSITION PIR U.AMI"GS 160A- 9� �•• AMY 1.SP(Ef10/1 OF PI Af[S Eo" To BT If) 'HALF B( FE...... A3 OF IFI1 200E S[[.). A S[Al ON INIS • Otl D.AYI RG INDICATES A, IF Of PROFESSIONAL BE RESPONSIBILITY SOLELY FOR Fill TRUSS [ONPON,I DESIGN SHOWN. IN( SUITABILITY AND US( Of INIS COMPONENT FDA ANY BUILDING IS lilt R[SPONSINILIfY OF THE BUILDING DISIr,H[R PER AHSI/TPI 1 SEC. 1. OTY:3 FL 1 E - - Scale -.375" Ft. 12 ' 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-- 5248 DATE 02/01/06 DRW HCUSR081 06032901 HC-ENG GDL/AP SEON- 18732 DUR.FAC. P 1.25 FROM SO SPACING 24.0" JREF- 1SVK081_R63 TII IS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUUHI TIE I) " TRUSS MGR. ( V>1/U :11b/K/b / _/Z89A.6 ( ) 11[_ - LJJA ) lop chord 2x4 SP #2 N [lot chord 2x4 SP 172 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non noncurrent live load. Provide { 2) l6d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2) l6d common nails(0.162"0.5"), toe nailed at Bot chord. 6f /� +1902 R 70 U l80 1 10 3 R-53 U-180 2X4 (A1) _ 3-0 0 Over 3 Supports R-117 U-180 W-3.486" 120 mph wind, 18.59 ft mean hgt, ASCL 7 02, CLOSED bidg, Located anywhere in roof, CAT II, IXP B, wind 1C DI--4.2 Psf, wine) BC, DL•-5.0 psf. In lieu of rigid ceiling use purl ins to brace BC @ 24" OC. Deflection meets L/240 live and L/180 total load. (65470-5U5/R78 / 2289A,B ( ) 121 - CJ3A) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10(0) 7.20.0918.20 QTY:1 FL 1 - E Scale=.3751i Ft. A AWAR NING•A TRUSSES RFOUIRI IKIRCNf CAR[ IN FABRICA)IDN. ,1ANUL ING. SNIPPING. INSTALLING ANO BRACING. REFER IQ BCSI 1.0) [BNItDING CONPONLNI SAFETY IRFDRNA110N). IOBLISHM BY III (TRUSS PIAIE INSfI1UTC. SO) D'ONof Rio DR., SUIT[ 200, NA0I SON, NI 43r191 A110 YICA IYuoD )RUBS COUNCIL a AN[R1CA. 630. [Y,(R.RISI LN. MAD ISON. YI 63,19, 1.6 SAf(TY P0.AC TI CES PRIOR IO I[RF DRNIRG INf S[ /YKTIONS.. BMl[SS 0111(NNISE IM01[Alf O. for MAE SNAIL MAT( PROP(RLI AITACN[0 S,RUCTURAL /ANEIS AND SOITMI COoR0 SMALL NAP( A PROPERLY Af,ACN[0 • IB .•` �C S• A TC L L 2 0. 0 P S F T C D L 7.0 PSF R E F R 0 8 1 5249 —. DATE 02101106 DRW HCUSR081 06032906 ALPINE .,,,L F..I Alpine BogilleereA Products, Inc.lANf 6(Bf �' TWT Haines City. FL 338(4 FL Catir"G, of AWIRmira+oB 1561 RIM CEILI.D. A IMPORTANT—fURNISN A COZY Or INIS oC318N TO THE INSTALLATION CONtRAC,DR. ALIT NE ENGINEERED PRODUCil. INC. $NA[I ND, 9L Nt VOMS Ulf iDN AN, of V1A)IOM FROM THIS DISIG.; A., TAIL "It1. BU" D INL IM USS 1N CONIU.NANCE .1111 r11; I, FADRICA11N0. AIA MUTING. SHIIIIM. INSTALLING C BRACING Df f..$It 5. DESIGN CONFORMS N1111 APPLICABLE PROVISIONS Of NDF INAFIONAL Of SIGN SPEC. DY AfBPA) AND TPI. ALIIYf C ORYECIOR Pl A1(S AR[ WADE Of EO/IB/16GA (Y,N/S/K) ASTN A653 GRADE AO/60 (W. K/1I,S1 GALV. STEEL. APILI Ai(S iD EAf.11 fAC( OF UUSS AIID. UNLESS DIII ERNI5( LOCATED ON THIS DESIGN. POSITION I[N DR AYIRGS 160A.L. 1■4PE [IIOR DF PU I[S f011 VNED BY 11) 511111 BT ICR AN RER Al of IIIL 1.01 31C.3. A $[At ON 1NIS DRAYI■G INDICAf(3 ACC[P1AN[f Of PRO.(SSIDNAI CNLINFERIRG R(SPDYS UII.I It SOI CIY fOR ,A1( TRUSS COMP DY[Nl DESIGN SNOYN. IUE SUIIABIl1TY AND US[ OF p11S EDW D.LYT FOR ANt .D,LDING IS rNf R[So0N51811ITY DF ,N( BUIIDI.G DESIGNED PER ANSI/i PI L SEC. 2. • No. * 1 1 7f if �3TATE OF T_ •'•. f(•(O�IOs; •(g DL 10.0 PSF BC L L 0 .0 PSF T 0 T . L D . 3 7.0 PSF H C - E N G GD L / A P S E 0 N 18735 OUR.FAC. .1.25 FROM WEW SPACING 24. 0 " J R E F - 1 S V K 0 8 1 _R 6 3 THIS PHG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TNUSS MFR. ( b51/0 tj)b/K/6 / LZLS9A, LS t ) I C L - U01 j fop chord 2x4 SP Ij2 N Sot chord 2x4 SP #2 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10,00 psf non concurrent llve 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. 6 F- -ll R--- 10 1J-180 0 10 3 V I I 11-12 UE180 �- 2X4(A1) 1� O 1-0 0 Over 3 Supports R-138 U-180 W-3,5" 17-11 0 17 4-12 120 mph wind, 17.74 ft mean hilt., ASCL 7 02, f,IOSED bldg, IoCal:ed anywhere in roof, CAT 11, I-XP R, wind TC DI-4.2 psf, wind 8C DI-5.0 p f. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets t/240 live and L/180 total load. (65470-5U5/R78 / 2289A,B ( ) 12E - CJ1) Design Crit: TPI-2002(STD)/FBC Scale �.375" Ft. C RTQ1.00 1.25 10 0 7.20.0918.20 CITY FL 1 E PLT TYP. Wave ••YARNING •• %MUSSES Ito. 1Rf 111R(11L CAR[ IN PAORICAT ION. NANDIING. SNIPPI,IG. INSI 0.6 AY0 ARACING, DRMA%IUNj, fUB11511fD Br IPI ("'." "I" 1NSn1U". sea I L L 20.0 P S F R E F R 0 8 1 5250 MUER 10 BC s1 I DS IBUILOING [OMP0IRN' S."'Uf UR.. SUIT[ f00. HAUI SOp, YI 53/111 AXO NTCA (IgOB fAUf3 CWFIC IL Of AM[11[A. III..WERPRIS( t". M 4 S /} F DATE 021 0 1 / 0 6 V'ORO/li0 HABifON, N% 33)IfI IOR SA{(IY PRACi I[1S PMIDM 10 I(Pi OR"IFIB fN[Sf fUMGIION S. UY14SS Of NIRMI Sf INDI[A ILU. MIV1 A IROI[All AIIACNI'0 •%N V T �` D L 7 P S IOf SNDRD SIIAI/ NAY[ RROI[Rlr A,*,A[IIEO S1pU,1UMAt IAN1%S AYD Bill, " CNORO SNAIL M LR10 Willis. f• •y l+ C DL 10.0 PSF DRW HCUSR0B1 06D32902 i -•IMPORTARr•AFUMNISN A COPY Of INIS VI516X 10 TNL INSIAt1APION CONFIACIOM, ALPINE ENG1NlER1U No s BC LL 0.0 PSF HC END GDL/AP ALPINE PPODUCII. INC. SllAlt N01 BE N(SPPNSIBIE IOR AHY Ofv1A I FROM INIS DI SIGN: ANr fAIIUFIE ID BUIlO in[ 11VS5 IN CVIIIDAIIAMCI Y1111 "1: UA [Ap0.1 CAI INr. NANU1.196. S1II PII NG. IN51ALL1YG C BM ACIMC. 0,' 10.Y5Sf S. I ^— — UIS,ON C.IIOM"1 YIIN AIPt,CABlf PROVISIONS OF NOS ,NAIID"AI D1511N SPI[. Or AFMPA) AND ,P1. AlPIN1 GAIS. Sffll. APPLY STATE OF. TOT . L D . 3 7 . 0 P S F S E Q N - 18733 L CNNNE(IOR ILAl" ARI HAD' Of [D118/166A (N.N/S/(1 ASIM A653 GRAD[ 40160 IN. R/N,S) PIAI[S f0 EACH fAC( Of TAU SS AND. DFit(55 Df Nf I. Sf IOC AIF0 ON INIS D(SIGY, PO1...0. PfR UNAvI FIGS 160A 1. n9r INSI[CfIDN 01 PIAt[S IOl10Y[D BY I1) SMALL B[ Pf0. ANUES A] 01 1P11 .1, SEC.]. w St AI ON I,IIS 11 1.1 •� --- ••• OUR . FAC. --"--"._ " 1. 25 _ - FROM SO Aloi-E.%,.,, ,dP,&,ds, Ill'. I9, ^'s^I DTIY[ Haim CE'Y.fl, 318M Up Ay1 NG IN111, AIE1 CCIt1 NC1 O, PR SS. ONAl IFIG IYf f I'xG RE SP OpSIBilllr SOLILY fOFI IN[ 19USS CO.1 .1.1 DESIGN SMONN. INC 5UIIA811.IT1 AND USE Of INIS C(NIPONEXf FOR ANr BUILOW. IS IMf. Mf SPON SIB IL1fY Of /n( 3.1101N4 UE51GRlf If. AN51/111 I SEC.:.. „ � .;�LOR1Op•• •.. r.P•P \may .`p �®1YA� SPACING 2 4 . 0 " J REF - 1 S V K 0 8 1_R 6 3 I C.C.A In_GIIG/D70 / 9900A 11 T A 191: .. r11A 1 EIi5 UNG PRE PARLD FROM COMf'VILK INY01 (LVAV) a VIML1111-1) 1—l"I— - 11111,11 Top chord 2z4 SP #2 N -- -- — BoL chord 2x4 SP #2 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at: Top chord. Provide ( 2) 16d common nails(0.162% 3.5"), toe nailed at Bot chord. 6 F— R-19 Up180 0 10-3 18-0 2 R--15 U— 180 11 5 14 2X4(Al ) 1'0 D Over Supports R-43 U-180 W-3.486" 120 mph wind, 18.09 ft mean hgl., ASCE 7 02 CLOSEI) bidg, Located anywhere in roof, Cal II, 1Xi) L), wind 1C tll 4.2 I)sf, wind 8C W,6-0 psf. In lieu of rigid ceiling use purl ins to brace BC @ 24" OC Deflection meets L/240 live and 1./180 total load. (65470-5U5/R78 / 2289A,B ( ) 12E - CJ1A) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.0918.2 ••WARNING•• TRUSSES REWIRE ERFRENE CARE IN FAMICITI M. NANDLING. SHIPPING. IHSIAtIING AND BRACING. RfffR TO OF, 103 (BUILDING CONPORERI SAFETY INFORNAIIOY), PIMLISII[D 21 ITT (TRUSS ?(Ali INSTITUTE. 503 D'ONOf RIO DR.. SUIIT I.Q. HADISOA. YI 53?.1) AND PICA (YDDO 19U55 COUNCII Of ANCRICA, G)OD IMIEAPRITE LK. A A.. A MAD150M. Y1 S)I T9) I" SAFETY PRACTICES Pt1OR IO PENT ORMI Al, THESE 'UNCTIONS. UYt155 DINERYI Sf INDICATED. A. ... TOP C110RU TIIA1l HAYL PN OPL RII AIIACM0 SIRVC IIR AI. PAN{1.5 AMD BDIIOH CHORD SMALL HAvf. A IROPLRLY Af1ACNE0 RIGID CIIIING. ND ••IMPORTANT—TDRNISH A COPY IN THIS DESIGN 10 THE IA51ALtArIVN COMIRAC/OR. AIrl.1 [NGINEERE �• `• �� -- ALPINE PROOUCIS, INC. SHAPE NDI B[ A[SODRSIBLL FOR ANY KIIA110N FRON 1H15 DISIGY: ANY FAILURE TO BUILD I 1 TRUSS 1■ CDYI ORHAY[E YIIN IPI: DR TARtICA11MG. NANDI IYG, Sx11P1 N6. IYflwII IMG M RYE NO OF IR USSf 1N DESIGN CONTDN.S YI1H APPLICABLI PROVISIONS Of NUS (MAIIDNA1 UPSIGN SPEC, Rf AF1PA) AND 111. ALOE ' 7A OF CDNNECfOR PI AIFS ARE NAOE OT IO/IB/1G6A (Y.H/SJK) ASIN HISS GRA01 AO/1O IN, Kt".S) GAL Y. STEEL. APPLY ,L� ,,,,E IL wTES 10 IACN FACE OF TRUSS AND. UMIISS OTNLRYISE LOCAIID ON I111S DESIGN, POSITION PER DRAUINGS IGDA Z. Alpine En IrreerCd ProduCls, UDC. ANY INSPECTION OF Pt ALES FOLLOY(I) 81 (1) SHALL $I PER ANNEX AT DF IPI) IOOI S[C.3. A St At ON IBIS iL ••. p B DRAWING INDICATES ACCCPIANCC OF PROFESSIONAL INGIN/IRING RESPONSIOILIIY SOLELY FON 111E TRUSS CONPONENr I�Cj��n O RM, AA 1950MRrkyDrirl: DESIGN SHOWN. INE SUITABILITY ANO USE OF )HIS (MOMENT FOR ANY BNILUING IS THE RCSPONSIRIIIFt DI fill {! Imo~"� A� Him CIIy, FL 31144 OIIILDING DESIGNER PER ANSI/IPI 1 SEC. I. /./PS//A'IMMRUCT-� Y:1 FL-/1/-/E/-/- TC LL 20.0 PSF 7.0 PSF BC OL 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-- 5251 DATE 02/01/06 DRW HCUSR081 06032906 HC-ENG GDL/AP SEQN- 18736 FROM WEW _ JREF- 1SVK081_R63 FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2289 Builder: DR HORTON Address: /nJ �Q4 ��lh1C Permitting Office: City, Sta�te:F ' Permit Number: Owner: YYII�� Jurisdiction Number: Climate Zone: Central l . New construction or existing New - 2. Single family or multi -family Single family - 3. Number of units, if multi -family 1 - 4. Number of Bedrooms 5 - 5. Is this a worst case? Yes - 6. Conditioned floor area (ft') 2284 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)259.0 ft' - b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)259.0 ft' - 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft - b. Raised Wood, Adjacent R=1 1.0, 320.Oft' - c. N/A - 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 835.0 ft' - b. Frame, Wood, Exterior R=11.0, 876.0 ft' - c. Frame, Wood, Adjacent R=11.0, 330.0 ft' - d N/A - e. N/A - 10. Ceiling types - a. Under Attic R=19.0, 1809.O ft' b. N/A - c. N/A - 11. Ducts - a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft b. N/A - 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as -built points: 32139 PASS Glass/Floor Area: 0.11 Total base points: 35528 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:�-' Y DATE: i 1 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: i> Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.0) Cap: 42.0 kBtu/hr - SEER: 12.00 Cap: 42.0 kBtu/hr - HSPF: 7.60 Cap: 50.0 gallons - EF: 0.90 PT, - FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2284.0 25.78 10598.7 Single, Clear E 1.0 12.5 7.0 63.97 1.00 445.7 Single, Clear E 1.0 14.5 32.0 63.97 1.00 2038.8 Single, Clear E 1.0 14.5 53.0 63.97 1.00 3376.8 Single, Clear S 1.0 5.0 10.0 48.22 0.92 441.8 Single, Clear S 1.0 7.0 23.0 48.22 0.97 1076.5 Single, Clear W 1.0 10.0 39.0 57.68 0.99 2237.3 Single, Clear W 1.0 11.0 7.0 57.68 1.00 401.8 Single, Clear W 1.0 3.0 8.0 57.68 0.86 395.1 Single, Clear E 1.0 6.0 16.0 63.97 0.97 991.6 Single, Clear E 1.0 6.0 16.0 63.97 0.97 991.6 Single, Clear N 1.0 6.0 16.0 30.19 0.97 470.7 Single, Clear W 1.0 9.0 32.0 57.68 0,99 1834.8 As -Built Total: 259.0 14702.E WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 330.0 0.70 231.0 Concrete, Int Insul, Exterior 4.1 835.0 1.18 985.3 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0,70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 2880.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1809.0 2.13 3853.2 Under Attic 19.0 1809.0 2.82 X 1.00 5101.4 Base Total: 1809.0 3853.2 As -Built Total: 1809.0 6101.4 FLOOR TYPES Area X BSPM = Points Type , R-Value Area X SPM = Points Slab 161.0(p) -31.8 -5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p -31.90 -5135.9 Raised 320.0 -3.43 -1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: -6217.4 As -Built Total: M 481.0 -4559.9 EnergyGaugeO DCA Form 60OA-2004 EnergyGaugeVFIaRES2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2284.0 14.31 32684.0 2284.0 14.31 32684.0 Summer Base Points: 44525.2 Summer As -Built Points: 50933.6 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(12.0) Ducts: Unc(S),Unc(R),lnl(AH),R6.0(INS) 50934 1.00 (1.09 x 1.150 x 0.85) 0.284 0.950 14695.9 44525.2 0.4266 18994.4 50933.6 1.00 1.069 0.284 0.950 14695.9 EnergyGaugel DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BWPM = Points Overhang .18 Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point .18 2284.0 5.86 2409.2 Single, Clear E 1.0 12.5 7.0 12,37 1.00 86.9 Single, Clear E 1.0 14.5 32.0 12.37 1.00 397.0 Single, Clear E 1.0 14.5 53.0 12.37 1.00 657.4 Single, Clear S 1.0 5.0 10.0 9.90 1.02 101.2 Single, Clear S 1.0 7.0 23.0 9.90 1.00 227.6 Single, Clear W 1.0 10.0 39.0 13.25 1.00 516.3 Single, Clear W 1.0 11.0 7.0 13.25 1.00 92.7 Single, Clear W 1.0 3.0 8.0 13,25 1.02 108.2 Single, Clear E 1.0 6.0 16.0 12.37 1.01 199.7 Single, Clear E 1.0 6.0 16.0 12.37 1.01 199.7 Single, Clear N 1.0 6.0 16.0 15.07 1.00 240.5 Single, Clear W 1.0 9.0 32.0 13.25 1.00 423.6 As -Built Total: 259.0 3250.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 330.0 1.80 594.0 Concrete, Int Insul, Exterior 4.1 835.0 3.31 2759.7 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11.0 876.0 2.00 1752.0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041.0 4016.0 As -Built Total: 2041.0 5105.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1809.0 0.64 1157.8 Under Attic 19.0 1809.0 0.87 X 1.00 1573.8 Base Total: 1809.0 1157.8 As -Built Total: 1809.0 1573.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 161.0(p) -1.9 -305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p 2.50 402.5 Raised 320.0 -0.20 -64.0 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: -369.9 1 As -Built Total: 481.0 978.5 EnergyGauge® DCA Form 60OA-2004 EnergyGaugeS/FlaRES'2004 FLRCSB v4.0 V FORM 60OA-2004 EnergyGaugeS 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2284.0 -0.28 -639.5 2284.0 -0.28 -639.5 Winter Base Points: ITotalWinter 6747.5 Winter As -Built Points: 10"3.4 X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 42000 btuh ,EFF(7.6) Ducts: Unc(S), U nc(R), Int(AH),R6.0 10443.4 1.000 (1.078 x 1.160 x 0.87) 0.449 0.950 4869.4 6747.5 0.6274 4233.4 10"3.4 1.00 1.093 0.449 0.950 4869.4 EnergyGaugeT" DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGaugeG 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 5 2460.00 12300.0 50.0 0.90 5 1.00 2514.67 1.00 12573.3 As -Built Total: 12573.3 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 18994 4233 12300 35528 14696 4869 12573 32139 PASS �04T1iE STq��,0 � a EnergyGauge'll DCA Form 60OA-2004 EnergyGauge&FlaRES'2004 FIRCSB v4.0 V FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area• .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the to late. 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 -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. ae-99 nTLdGR D129:C(2RIPTIVF MFOSURFS /must ha mat nr Pxcaadad by all residences.► COMPONENTS SECTION REQUIREMENTS CHECK 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 efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each 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. EnergyGauge"A DCA Form 60OA-2004 EnergyGauge&FIaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3 The higher the score, the more efficient the home. 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 -. 4. Number of Bedrooms 5 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (W) 2284 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)259.0 ft' _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)259.0 ft' .- 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) R _ b. Raised Wood, Adjacent R=1 1.0, 320.0ft' _ c. N/A - 9. Wall types a. Concrete, lnt Insul, Exterior R=4.1, 835.0 ft' _ b. Frame, Wood, Exterior R=11.0, 876.0 ft' _ c. Frame, Wood, Adjacent R=11.0, 330.0 ft' _ d. N/A - e. N/A - y 10. Ceiling types a. Under Attic R=19.0, 1809.0 ft' _ b. N/A - c. N/A - 1 1. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 R _ b. N/A - 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Cap: 42.0 kBtu/hr _ SEER: 12.00 Cap. 42.0 kBtu/hr _ HSPF: 7.60 Cap: 50.0 gallons _ EF: 0.90 I certify that this home has complied with the Florida Energy Efficiency Code For Building OF-fUE gJ 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 Cod omplia t feature Builder Signal Date:. Date: Address of New Home: �'% / / City/FL Zi 44i cop wr,. *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 EnergyStarn"designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass out ut on ages 2&4. EnergyGauge® (Version: FLRCSPB v4.1�) PT, _ RIGHT,J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Drug-nrlrlro A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 18742 fP x 0.0167 = 219 cfm 2 Winter infilbaton bad 1.1 x 219 cfm x 32 OF VVnharTD = 7697 Btuh 3. Writer infiltration HTM 7697 Btuh / 297 ftZ Total window = 25.9 BtuKW and door area 1. Summer infiltration AVF 0.40 ach x 18742 ft' x 0.0167 = 125 cfm 2 Summer infiltration bad 1.1 x 125 cfm x 18 3. Summer intitration HTM 2474 Bluh / 297 ftZ OF SumnerTD = 2474 Bbuh Total window = 8.3 BMW and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/Ib moistdiff. x 125 cfm = 3685 Btuh Prnrpdurp D - Enuinment Sizina Loads 1. Sensbb sizing load Sensble ventilation bad 1.1 x 75 cfm vent x 18 OF SLTn-aTD - 1485 Btuh Sensble bad for st udure (Line 19) + 30454 Btuh Sum of ventilation and s#uclure bads = 31939 Bb.ih Rating and temperature swilg multiplier x 0.98 Equipment stung bad - sensible - 31301 Bluh 2 Labent sizing load Latent ventilation bad 0.68 x 75 cfm vent x 43 gr/Ib moistdiff. - 2212 Bluh Internal bads = 230 Bluh x 7 people + 1610 Bluh Infiltration bad from Procedure C + 3685 Btuh Equipment song bad - latent = 7506 Btuh *Conshicbm Quality is: a No. of Fireplaces is: 0 Sold/italic values have been manually overridden Printout oertified by ACCA io meet all requirements of Manual J 7th Ed. „ wrightsoft Right -Suite Residential- 5.5.06 RSR26014 2003-Apr-30 13:44:24 ACCA E:\Files\DrHorton2002\2289\2289.rsr Page 1 RIGJ-�T WORKSHEET fh EEnure c%oe DEL AIR HEATING,AIR CONDITIONING,R Job: zzas s.22.o0 109 COMMERCE STREET, LAKE MARY FL 32746-6206 Phone: 407 831-2665 MANUAL J: 71h Ed. V1AC MBR 1 Name of room 274.5 ft MBTH 212 ft 16.0 ft 14.0 ft 2 LaVh of 6909ed oval B.Ox 120ft 9.0x B.Oft 16.0 x 15.5ft 4 C Ndsrt>e>srors Condit Option 82 heatibod d 8.0 ft heaV000l 8.0 ft heaAbool B.0 ft h�bod FIClgrrm H W) A- Arm Load W) Area Load (Bti11) Hf9 Clg Area OF) Lad W) H►9 Clg D(POSURE NO. Htg (n HArea (ft') Hfg CIg OF) 5 Gross a 146 4. 2.1 999 160 '"' .... 72 0 "" .... .. 112 0 "" .... Exposed b 12C 2. 1. 971 "" .•.. 0 0 '� ,,,, 56 .... .„. p .... Ovals and c 13C 3. 1. 330 0 .«, 0 ••» Pd 0. 0. p 0 .... ,.» 0 «» .... 0 e 0. 0. ,,,, 01 »» 6 WndbAsard a 1C 37. - 206 7614 "" 7 259 . » 0 0 0 0 •••• "" 32 0 1180 0 glass doors b BC 37. 1959 "" 0 .... 0. 0 "" 0 0 0 "" 0 p e f 0. p p .« 0 "" 0 0 7 VudoAsand North 20. "" 849 0 "" "" 0 0 0 0 "" 0 "" 0 glass doors NEM 0. 56. 21 0 11919 0 7 "" 381 0 "' 32 - 1741 xJ FJW .... p 0 "" 0 ""' 0- 0 StVV Sot South 0 30. "" 4 224 0 ""' 0 0 ""' "" 0 0 "" "" 0 0 0. ""' 0 "" p 0 8 Other doors a 11A 18. 12 717 484 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18. 12 0 0 0 0 0 0 0 0 0 0 0 0 0. 0. 0 9 NA a 14B 4. 21 835 3848 1719 153 705 315 72 332 148 0 369 165 0 oposed b 12C 2 1. t3/6 2523 1703 0 0 0 0 56 0 176 vals and c 13C 3. 1. 330 1040 386 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 f 0. 0. c 0 0 0 1 0 0 0 10 Ceilings a 16D 1.7 2 1809 3068 4027 0 0 0 0 0 0 c 0 0 0 0 b 01 0. 0 0 0 0 0 0 0 0 0 p 0 c d 0. 0. 0. 0. 0 0 0 0 0 0 p 0 0 e OX 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0. 01 0 0 0 11 Floors a 22A 25. 01 161 4173 0 20 518 0 16 415 144 353 0 (Note: room b 19G 1.1 0. 320 364 0 0 0 0 0 0 0 p 0 C 0. 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rss d� d 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 floors) f 0. 0. 121 Infiltration a 25. 8.3 2971 7697 21741 7 181 58 0 0 32 MI 267 13 Subbtalloss*+8_+ll+12 "" 33002 ,' ," �' 1664j 0 0 - - 44 � 0tress e d rnal haSling U «.« - - pLess transfer 0 - - 0Healing redisbbution D .10° 0 3300""1lP/ 165....1�/ 1015 "'• 10°/ D44 15 Toth loss =13+14 "" 36302 1830 16 Int gains: People @ 300 7 - 2100 0 "" 0 0 ""' "" 1 0 ""' "" 300 0 1 ""' - 1800 27686 "" 0 ""' " " 754 0 "'� 0 214 �2 17 Sublot RSH gait=7+8 +12� 6 Less exl rd co*g 0 ,„, .... 0 ».. «.. •-» «�• 0 Lesstransier .... ..,, »» «.. p 18 dAtution0 Ducts ....10° _ "" 2769 .... 10/ .... 0 1�/ 21 10°/. 1.00 247 2719 19 Total RSH gain�17+18)•PLF 1.00 "" W454 1.00 " 830 1.00 - 11 "" 116 125 Z0 FUr�� (d" "" 140D 1400 " 71 Printout certified by ACCA to meet a8 reWmTmts of MmuEd J 7th Ed. wrraghtsoft Right -Suite Residential^" 5.5.06 RSR26014 2003-Apr-30 13:44:24 �� E:\Files\DrHorton2002X2289k2289.rsr Page 1 T RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Proiect Information For. DR HORMN Design Information VVea#w.. Orlando AP, FL, US Winter Design Conditions • _!• -we • 1---, rr Heating Summary Summer Design Conditions 38 OF Outside db 70 OF Inside db 32 OF Design TD range RRelativehumidity Moisture difference Building heat loss 36302 Btuh Ventilation air 0 cfm VentilaDesign eD cheat load 36302 BBtuh Area (fe) Volume (ft� Air r Equiv. AVF Infiltration Simplified Average Heating 18742 219 93 OF 75 OF 18 F M 50 % 43 grllb Sensible Cooling Equipment Load Sizing Structure 30454 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use Mfg. data n Rat &W-g multiplier 0.98 Total Sens. equip. bad 31301 Bbuh Latent Cooling Equipment Load Sizing Ventilation CooH 2M Infiltration Total latent equip. bad 18742 0.40 Totalequo�nent load 125 Req. capacity at 0.8016 SHR Heating Equipment Summary Efficiency 7.6 HSPF Fi output 0 B6uli @ 47°F Hc[ual r_�_aa fan 1400 cfm Heating air flow factor 0.039 dm/Btuh •c r i a •.ter.. 1610 Btuh 2212 Btuh 3685 Btuh 7506 Btuh 3BB07 Btuh 3.3 ton Cooling Equipment Summary Mahe CAFTRIIER Trade Efficiency Sensble coolingLatent Total••r • Actualcooling fan •• •airflow .c • Load sensible heat ratio Bold/italic values have been manually overridden PmW certified by ACCA to meet all regLiuwwits d Manual J 7th Fri. wrjghtsoft Right -Suite Residential'M 5.5.06 RSR26014 ACCA E:\Files\DrHorton2002\2289\2289.rsr 120 EER 332DD Btuh 8300 Btuh 41500 Btuh 1400 cfm 0.046 dmlBUh 81 % 2003-Apr-30 13:44:24 Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C H W N S H N K Y I R A L L A O T H V G N H W R A H L G C V R V R H G T A A D W L Z E M D G Z L O X Y T M R R MBTH a n e a c n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 WIC MBR a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL 1/2 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54.4 53.0 0.0 KIT a n s a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/LIV/FOY a n s a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 23.0 15.6 a n w a c n 0 d 1 1 90 1.0 1.0 4.0 6.0 54.4 39.0 0.0 a n w b c n 0 n 1 1 90 1.0 0 1 1 90 1.0 1.0 1.0 4.0 1.0 7.0 2.0 87.4 87.4 7.0 8.0 0.0 0.0 a n w b c n n BR2 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 HALL BTH LOFT/BR5 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 wrightsoft Right -Suite Residential"' 5.5.06 RSR26014 2003-Apr-30 13:44:24 ACCK E:\Files\DrHorton2002\2289\2289.rsr Page 1 BR4 a n w b c n 0 d 1 1 90 1.0 1.0 4.0 5.0 54.4 32.0 0.0 vvnghtsoft Right -Suite Residential"" 5.5.06 RSR26014 ,, XCK E:\Files\DrHorton2002\2289\2289.rsr 2003-Apr-30 13:44:24 Page 2 IjI6'rH WORKSHEET tnf�redo oe DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 s.z2.00 109 COMMERCE STREET LAKE MARY, FL 32746-6206 Phone: 407 831-2665 MANIY+L 171h Ed 11Tll 12 BTH FAM KIT 1 Name of room 9.0 ft 5.0 ft 31.0 ft 9.0 ft 2 Lergtii of eposed vial 90 ft ft ft ft s 4 CeitigsCondit, Option 1x 8.05It heatbool 9.0 It heatl000l0 9.0 It heaUcool0 FfTC� ( )Clg Area Load PILO Clg Area M load �) Hi9 Clg � ( Loa �) Clg D( l(S ND Htg (ft� Htg M Htg 5 Gross a 146 4. 21 - - 0 «.. 311 81 0 ..» .... Eq�osed b 12C 2 1. .�... 0 40 '� ,,, 0 «.. .«. 0 .... »» wall and c 13C 3. 1. 0 ,,,, 0 ..« 0 »» partitions d 0. 0. ..» 0 «» .... 0 ..» ,.» 0 - - e f 0. 0. 0. 0. p .... «.. 0 .... - 6 VftbAsard a 1C 37. 0 0 0 .� .. o 53 1959 "" "" 10 0 370 0 "" glass doors b 8C 37. 0 ""' 0 .... 0 0 Heating c 9C 38. 0 "" 0 .... p 0 0 d 0. 0. .. 0 0 "" 0 ..» 0 "" 0 0 "" e f 0.(0 "" 0 .... 0 0 0 0 7 V\td�vs and North W ""' 0 0 " ' "" 0 0 0 0 "" "' 10 0 "' "" 204 0 glass doors NEM 0. �... 0 0 0 0 "" 0 53 - 28B3 0 ""' 0 Cooing EW 56. ,... 0 0 "" 0 '"" SEGW South 0 30. `" 0 0 "" "" 0 0 0 0 "" 0 Horz 0. "" 0 0 8 Otiier doors a 11A 18. 12 0 0 18 310 229 0 0 0 0 0 0 0 0 0 100 b 11A 18. 12 0 0 0 0 0 0 0 c 0. 0. 0 0 9 Nei a 14B 4.E 2.1 0 0 0 c 0 258 1189 531 71 0 327 0 146 0 eposed viand b c 12C 13C 21 3. 1.9 1.2 7, 0 227 0 84 0 40 c 126 0 47 0 0 0 0 0 0 0 0 0 partitions d 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 f 0. 0. 10 Ceilings a 16D 1. 2.9 c 0 0 0 c 0 262 478 628 210 0 3% 0 467 0 b 0.c 0.c 0 0 0 c 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 c 0 0 00 0 0 c 0 0 0 d e 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 11 Floors a 22A 25. 0. 233 0 5 130 0 31 804 0 c 9 0 233 0 0 0 (Note: room b 19G 1.1 0.c 0 0 0 c 0 0 0 0 0 0 0 0 8113 is�dispi c d 0. 0. 0. 0. 0 0 0 0 0 0 0 0 0 0 0 for slab a 0. 0.( 0 0 0 0 0 0 0 0 p 0 0 0 floors) f 0. 0. 0 0 12 InWation a 25.4 8. 0 01 18 4661 150 531 1373 441 101 259 13 Sublolal losses+8_+11+12 `"" q6p "" 1c , - 0 - - 1 545 0 0 * *. Less erderrol healrg `••' p .... »» ..« ..» 0 - - 0 ••» Less transfer .... 0 ..» «» .... - 0 ,••. 14 � redishirrtion ....10° 0 46 - 1ly/ 106 "" 580 "" 155 15 Total loss =13+14 "" 505 - "" 1168 "" ....10'/ 6383 ....10°/ 1700 16 Int gain: People 300 0 0 "" "" 0 0 4 0 ""' "" 1 0 1 "" 0 1200 1200 •«• 1 "" •••• 600 6B4 0 ••« "» 425 "" 5694 _ 2101 17 SublotRSHgai>=7+A8Pp12+16 «« Less edernal cooing .... ;� 0 ,,,, .,.. 0 lesstrarder 18 Cooling r�sbbubon Duct gain ,,,, 100 .... "" "" 0 68 753 .... 10/ 1.00 ..» 43 469 'c" 1.00 568 6252 100/ 1.00 231�1 19 Total RSH g*f=(l7+18)-MY 1.00 _! 22 - � .... 20 Air required (drrt) ZO 35 Printout certified by ACCA tD meet al regl rffnwb of Manual J 7th Ed. wrrrghtSoFt 24 Right -Suite Residential^" 5.5.06 RSR26014 2003-Apr-30 13:44e '�� E:\FileskDrHorton2002\2289k2289.rsr Page 2 RIGjATd WORKSHEET EEnure I DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 s.2z.00 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: 407 831-2665 MANUAL J:71h Ed. N4M DIFOY HR2 B� HRVJ B fl I 1 Namedroom 2 Lerglndeposedwal 57.0 ft 31.5 ft 16.0It 23.5 ft 120x 15.0ft 5.5 ft 6.0x 18.Oft 4 20.0x 19.Oft 120x 8.0 It healkod 8.0 ftl heaVCW 8.0 It heafknd Ceillnngss Condit. Option 8.0 heall000l TYPE OF CST HT IM Area road (BLh) Area Load @W) Area I Load (Blh) Hlq Clg Am (ft2) Lead (Btin) Hig Clg EXPOSURE ND. Htg CIg (ft) Htg Clg (ft� Htg Clg (n 5 Gross a 148 4. 21 2&3 '�`� »" .... 0 »» '•» «.. 0 188Evosed �- .... ,` 0 .... .... »» b 12C 2. 1. wals and c 13C 3. 1. 162 "' _ ,,, 0 ,,,, ,,,, 0 partitions d 0. 0. .. .�... 0 0 »» »» 0 «» »» 0 - ,»• e 0. 0. ,,, ,... »« 6 Wrcb+vsand a 1C 37. 2846 16 591�.» 16 0 591 0 0 0 0 0 glass doors b 8C 37. 0 " ' 0 0 0 0 0 0 Heating c 9C 38. 0 "" 0 0 "" 0 0 d 0. 0. » p 0 0 "" 0 p "" 0 0 e 7 V\hdvNsard North 20. 1 "" 319 0 "" ""' 0 0 0 0 "' 0 0 "" - 0 0 glass doors NENW 0. 56. .. 0 3433 0 16 "" 870 16 8n 0 .... 0 Cooing FJW SEGW 0 .... 0 0 ""' 0 0 p "' p South 30. "" 224 0 "" 0 0 0 0 "" 0 0 "" "" 0 p Horz 0. 0 0 8 Oher doors a 11A 18. 12 378 256 0 0 0 0 0 0 0 0 0 b 11A 18. 12 0 0 0 0 0 0 0 0 c 0. 0. 0 0 0 9 NA a 146 4. 2.1 201 9w 138 414 93 0 236 680 0 459 172 0 49G 334 0 44 0 127 0 86 e�oe'� wa6 arxl b c 12C 13C 2. 3. 1. 1. 162 510 190 0 0 0 0 0 0 0 0 0 partitions d 0. 0.0 0 0 0 0 0 0 1 0 0 0 e t 0. 0. 0. 0. 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2., 400 678 890 192 326 421 180 305 401 1 0 183 240 b 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 e 0. 0. 0 0 0 0 0 0 p 0 0 0 0 0 0 0 0 f o. 0. 0 11 Floors a 22A 25. 0. 1477 0 0 0 0 0 0 0 0 0 0 0 0 0 (Note: room b 19G 1.1 0. 0 0 0 0 0 0 0 rs d"O"ar c d 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 floors) f 0. 0. 0 0 0 12 Infiltration a 25. 8. 2514 8W 16 415 133 16 415 133 0 0 0 13 Subldalbss=6+8.+11+12 "" 94 - .-.. 2011 .�» 1W7 .. 310 0 L.essendarmheatr5 .... .... ,,,, ..«. »« p »•• ••» p ••» Lesstar>sfer 0 0 «» .... 0 ..» 14 redisbbubon l � 101 0 947 "" 10'/ 201 "" 117/ 181 "" 10°/ 31 15 Total loss =13+14 10415 "" "" 2212 "" 1997 341 16 IM gars: 300 1 300 0 0 0 `." 0 0 0 �@ 1200 "" "•' 0 6925 0 "" 1890 p 0 "" 1739 325 17 Subbt RSH gaitr7+8. +12+16 �, „» „» Less edw'dcoring 0 „» 0 ..« .... «» »» p Less tarsier »» ,,,, .... .... p ,», ..» 0 .». »» o 18 redisltnbubon Dudgan 10' 1.00 "" "" 6Si 618 7618 10/ 1.1 189 2079 WX 1.00 174 1913 10% 1.00 . 35! 19 Total RSH ga"17+18)'PLF "" 96 ••» 13 Za Ai required (drrn) 402 Prinbut oertified by ACCA b meet al requirements d Manual J 7th Ed. wrrfjHtso%C Right -Suite ResidentialTM 5.5.06 RSR26014 2003-Apr-30 13:44:24 'Ile& E:\Files\DrHorton2002X2289\2289.rsr Page 3 �IG�iTd�UNORKSHEET b sne DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 s.22.o0 109 COMMERCE STREET LAKE MARY. FL 32746.6206 Phone: 407 831-2665 MANUAL 171h Ed. LOFTBRS BR4 1 Namedroorn 2 Length l'aposedva 120 It 41.0 It 120x 19.0ft healbool 19.0x 11.0ft 8.0 It heatbool 4 Ceiings C ndl Option 8.0 1 TYPE OF CST HTM Area Load (8611) load (Blh) Clg Alva Htg Cig Afea Htg Clg B(POSURE NO. Hig Clg (its Htg CI9 (e Htg 5 Gross a 146 4. 2.1 0 E osed b 12C 2. 1. Ovals and c 13C 3. 1. .�... 0 0 partitions d 0. 0. „„ ..» «» •«• ,•» e 0. 0. ..�.. 0 .,, f 0. 0. 6 VWdamand a 1C 37. 1 591 "' 32 1183 glass doors b 8C 37.0 0 "" 0 0 Healing c 9C 38. 0 d 0. 0 .�... 0 f 0. 0 "" 0 7 V*xbAsand North 20. 1 "" 325 0 "" ""' 0 0 glass doors NEINW 0. 0 0 0 32 ""' 1741 Cooling E/W 56. .... 0 0 .... 0 .... .... SE/SW Sash 0. 30. 0 p ""' 0 �.. .«. Hors 0. "" 0 0 8 Other doors a 11A 18. 12 0 0 0 0 0 0 b 11A 12 0 0 0 C 0. 0. 0 0 0 9 Net apsed a b 14B 12C 41 21 2.1 1. 0 230 0 156 0 296 c 852 0 575 Ovals and c 13C 3., 1. 0 0 0 c 0 0 partitions d 01 OX 0 0 0 e f 0. 0. 0. 0. 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2. 2281 387 508 209 354 465 b o.c 0. 0 0 0 c 0 c d o.c OX 0. 0. 0 0 0 0 0 0 c 0 0 e f 0. 0. 0. 0. 0 0 0 0 0 0 0 0 11 Floors (Note: room a b 22A 19G 25. 1.1 0.c 0. c ill 0 126 0 0 0 209 c 237 0 0 parnew issdsp c d 0. 0. 0. 0. 0 0 0 0 0 0 0 0 for a 0. 0. 0 0 0 0 0 0 0 0 )b f 0. 0. 12 Wftltion a 25. 8. lq 415 133 32 13291 257 13 Subbfallow6+6_+11+12 "" 1749 « 3456 Less a ftnei healing "" 0 . ,,,, „.. .... ••» »" Less transfer 0 ,,,, 14 redistribution doss ....10° 0 175 "" 1OX 346 "" °/ .�.. °/ .... �, 15 Total loss =13+14 '� 1924 .... .... .... .... 16 Int gains: People 300 "" 300 0 ""' 0 0 .... «» 17 1200 Subbl RSH gam7+2+++l6 ""' 0 1423 0 _ Less a trrd cooing "`� 0 _ ,,., «.. 0 «« 0 .... •••• «•• kr LESS bard 0 .«. .... _ 0 «» „„ 18 Cooing!edr5btbubon Duct gain 10° 142 10Y�. 305 °/ ° / 19 Total RSH ga n�17+18)-PLF 1.00 "" 1565 1.00 3353 20 At required (d'n) 741 72 "" 1471 154 Prir W Certified by ACCA b meet aq requi laments of Marne J 7th Ed. Awrrrcj"1rsof-t Right -Suite Residentialym 5.5.06 RSR26014 2003-Apr-30 13:44:24 E:\Files\DrHorton2002\2289\2289.rsr Page 4 ERLEE VDDDS CDND.LDCATIDN If. lam" 1 A/C SLAB 1 R MIN 3' bath "duct to roof cap 1 W ALL w/fan -- ar------- ✓> scale 1/8'=Y0' I N 3' bath duct to roof cap w/fan I 18xl3 plen platform by bldr 3.5 TON W/10KW @240V 1PH -,Bdb---.—J ENGINEERING PACKAGE BUILDER: PROJECT: MODEL/BUILDING: REVISION DATE: �z / /Wo / s i /-7/1_ 6c-ol gr /9-6 NEW LOAD: CARPENTER CONTRACTORS OF AMERICA, INC. r 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 L PH (800) 959-8806 FAX (941) 294-7934 of ZA-o LVL3 TJ•8eam(TMI6.l0SenalNumber:7003005554 2 Pcs of 1 3/4 x 16 1.9E Microllam® LVL User: 2 12/100104 1027:16 AM • Pagel ESVkMVerv0n:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 �2 b-3' 21 X' -� Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: V Primary Load Group - Residential - Living Areas (psi): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 727 273 11101, FT3 SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other t/Irdth Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 370 / 164 / 0 / 533 A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim Boards 2 Stud wall 3.50" 3.50" 486 1207 10 / 693 A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim Boards a -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location T Shear (Ibs) -681 422 10640 Passed (4%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 771 771 31114 Passed (2%) MID Span 1 under Floor loading Live Load DefI (in) 0.001 0,072 Passed (U999+) MID Span 1 under Floor loading i Total Load DefI (in) 0.002 0.144 Passed (U999+) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment anc positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: 5U5 2289A,B Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business Microllama is a registerea trademark at Trus Joist. r:\J03\65467\1.VL3.3ms OPERATOR INFORMATION: At Snider Carpenter Contractors 3900 Ave G. N.W. Winter Haven , FL 33880 Phone : 863-294-6449 als@carpentercontractors.com 4nLtLVL1 TJ-Beam(TM) 6.10 serial Number 7003005554 2 PCs of 1 3/4" x 16" 1.9E M i c ro I l a m® L V L User: 2 12110=04 9:16'ra2 AM Pagel Engine version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 2' Primary Load Group - Residential - Living Areas (psi): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 240 204 17' 8" - 2'6" BEAM SUPPORTS 9'4" ENTRY Uniform(ptf) Floor(1.00) 0.0 110.0 0 To 19' 8" Adds To WALL Uniform(plf) Roof(1.25) 25.0 22.0 0 To 178" Adds To F2 Uniform(pH) Roof(1.25) 40.0 34.0 0 To 19' 8" Adds To GABLE END LOAD SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 7.63' 7.63" 1472 12134 / 013605 A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim Board® 2 Stud wall 3.50' 3.50" 1570 / 2185 / 0 / 3755 A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S / BUILDERS GUIDE for cietail(s): A3: Rim Board r DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -3704 -2737 10640 Passed (26%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 16438 13529 31114 Passed (43%) MID Span 1 under Floor loading Live Load Defl (in) 0.208 0.475 Passed (U999+) MID Span 1 under Roof loading " Total Load Deft (in) 0.508 0.949 Passed (L/449) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: 5U5 2289A B Copyright O 2003 by Trus Joist, a Weyerhaeuser Business MicrollamO is a registered trademark of Trus Joist. 'r:\J03\65467\LVL1.ams OPERATOR INFORMATION: AI Snider Carpenter Contractors 3900 Ave G. N.W. Winter Haven , FL 33880 Phone : 863-294-6449 als@carpentercontractors.com Arnyarhav03 ce TJ•Beam(TM) 6.10 Series Number: i0030055505S5 4 User: 2 12/102004 5:31:16 PM TS3 3 1/2" x 16" 1.7E TimberStrand® LSL Page, Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (pst): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 360.0 135.0 0 To 5' Adds To J1 Uniform(plf) Floor(1.00) 313.0 118.0 0 To 5' Adds To J2 SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Deed/Uplift/Total 1 Stud wall 3.50" 3.50" 1783 / 715 / 0 / 2497 A3: Rim Board 1 Ply 1 1 /4" x 16" 0.8E TJ-Strand Rim BOard(9 2 Stud wall 3.50" 3.50" 1783 / 715 / 0,12497 A& Rim Board 1 Ply 1 1 /4" x 16" 0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 2331 -874 14933 Passed (6%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 2719 2719 31510 Passed (9%) MID Span 1 under Floor loading Live Load Deli (in) 0,008 0.117 Passed (U999+) MID Span 1 under Floor loading Total Load Dell (in) 0.012 0.233 Passed (U999+) MID Span 1 under Floor loading -Deflection Criteria: Specified(LL:U480,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application. input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readity available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: KS HOME 3817C Copyright O 2003 by Tns Joist, a Weyerhaeuser Business Timber5trsntle is a registered trod—rk of Trus Joist. F:1,J03\63520\T53.3ms OPERATOR INFORMATION: Al Snider Carpenter Contractors 3900 Ave G. N.W. Winter Haven, FL 33880 Phone : 863-294-6449 als@carpeniercontractors.com �T TS5 " . 0OW05554 3 1/2" x 16 1.7E TimberStrand® LSL TJ-Bearn(TM) 6.10 Seriel Number, )003pp5554 User 2 12110 2004 5W:27 PM " Pagel Engnevaefan:1.10a THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 380.0 143.0 0 To 5' 8" Adds To 19' TJI SPAN Uniform(pH) Floor(1.00) 310.0 116.0 0 To 5' 8" Adds To 15'6" TJI SPAN J3 SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wail 3.50" 3,50" 2068 182710 / 2895 A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim BoafdG 2 Stud wall 3.50" 3.50" e 2068 / 827 / 0 / 2895 A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 2725 -1235 14933 Passed (8%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 3633 3633 31510 Passed (12%) MID Span 1 under Floor loading t� Live Load Dell (in) 0.013 0.133 Passed (U999+) MID Span 1 under Floor loading Total Load Deft (in) 0.018 0.267 Passed (U999+) MID Span 1 under Floor loading -Deflection Criteria: Specified(LL:U480,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: KB HOME 3817C Copyright O 2003 by Trus Joist, a weyerhaeuser Basiness TimberStrand* is a registered trademark of Tres Joist. F:\J03\63S20\T85.5ms OPERATOR INFORMATION: Al Snider Carpenter Contractors 3900 Ave G. N.W. Winter Haven, FL 33880 Phone : 863-294-6449 als@carpentercontractors.com �* LVL4 TJ•eeam(TM) 6.10 serial Mla rber I'M3005554 2 tics Of 1 3/4" x 11 7/8" 1.9E Microllam0 LVL User: 2 12/102004 1023,57 AM Paget Engine version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 b 11• i Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psi): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 160.0 136.0 0 To 11' Adds To 16' ROOF SPAN Uniform(pif) Roof(1.25) 233.0 198.0 0 To 11' Adds To 23'4" ROOF SPAN SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 2381 / 1983 / 0 / 4364 A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim BoardO 2 Stud wall 3.50" 3.50" 2381 11983 / 0 / 4364 A3: Rim Board 1 Ply 1 1/4" x 11 718" 0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 4232 -3347 9871 Passed (34%) RI, end Span 1 under Roof loading Moment (Ft-Lbs) 11285 11285 22310 Passed (51%) MID Span 1 under Roof loading Live Load Defi (in) 0,154 0.267 Passed (U832) MID Span 1 under Roof loading Total Load Deft (in) 0.282 0.533 Passed (U454) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:L/480,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" oic unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: 5U5 2289A,B Copyright C 2003 by True Joist, a Weyerhaeuser Business Microllam6 is a registered trademark or Trus Joist. " F:\J03\65467\LVL9.ama OPERATOR INFORMATION: At Snider Carpenter Contractors 3900 Ave G. N.W. Winter Haven, FL 33880 Phone : 863-294-6449 als@carpentercontractors.com �l TS2 TJ-Beam(TM)6.10SeriailN1u ber.7003OM54 3 vz x 16 1.7E TimberStrand® LSL User 2 12/102004 5'26.10 PM Pagel EngineVersiw t.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 2❑ Product Diagram is Conceptual. LOADS - Analysis is for a Header (Flush Beam) Member, Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pif) Floor(1.00) 360.0 135.0 0 To 10' 8" Adds To Ill Uniform(plf) Floor(1.00) 313.0 118.0 0 To 10' 8" Adds To 12 SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Plate on masonry wall 7.63" 7.63" 3866 / 1550 / 0 / 5416 A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim Board® 2 Stud wall 5.50" • 5.50" 3740 / 1499 / 0 i 5239 A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim BoardC9 -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: ` Maximum Design Control Control Location = Shear (Ibs) 4906 -3"9 14933 Passed (23%) Rt. end Span 1 under Floor loading j� Moment (FI-Lbs) 12048 12048 31510 Passed (38%) MID Span 1 under Floor loading i Live Load Defi (in) 0.094 0.246 Passed (U999+) MID Span 1 under Floor loading Total Load Dell (in) 0.132 0.491 Passed (U892) MID Span 1 under Floor loading -Deflection Criteria: Specified(LUL/480JUL/240). -Bracing(Lu): All compression edges (lop and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: KB HOME 3817C Copyright O 2003 by Trus Joist, a Weyerhaeuser Business Timber5trar.d* is a registered trademark or T-3 Joist. " F:\J03\63520\T52.s.s OPERATOR INFORMATION:. At Snider Carpenter Contractors 3900 Ave G. N.W. Winter Haven, FL 33880 Phone:863-294-6449 als@carpentercontractors.com er~z T S4 TJ-aearnlTbQ 6.10 serial NufTCer: 7003005554 3 1/2 x 16 1.7E TirnberStrandO LSL @ 12 o/c ' ? Fr Pageglneversioon:11..110.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a. ,o b fit. 1 Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 360.0 135.0 0 To 1 V Adds To J1 SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplitt/Total 1 Stud wall 3.50" 3.50" 2200 / 825 10 13025 A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 2200 / 825 / 0 / 3025 A3: Rim Board 1 Ply 1 1/4" x 16" 0.8E TJ-Strand Rim BoardO -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): AT Rim Board DESIGN CONTROLS: Maximum Design Control Control Location a Shear (Ibs) 2910 -2131 14933 Passed (14%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 7700 7700 32771 Passed (23%) MID Span 1 under Floor loading Live Load Deft (in) 0.066 0.265 Passed (L/999+) MID Span 1 under Floor loading Total Load Deft (in) 0.090 0.529 Passed (L/999+) MID Span 1 under Floor loading TJPro 72 30 Passed Span -Deflection Criteria: Specified(LL:L/480,TL:L/240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 8.47 PROJECT INFORMATION: KB HOME 3817C Copyright O 2003 by Trus Joist. a Weyerhaeuser Business Timber5trana0 is a registered trademark of Trus Joi 9t. • F:\J03\63520\TSC. sms OPERATOR INFORMATION: At Snider Carpenter Contractors 3900 Ave G. N.W. Winter Haven , FL 33880 Phone : 863-294-6449 als@carpentercontractors.com I�1('l f0I Ca I AND F'.TI; FI'ltifl�i1 F T (�I l_,A`1,1�,l ](1 1->I ACI NG THIS IS A DANGEROUS CONDITION — SHEATHING FIG. I COMPRESSION WEBS, TO PREVENT ']'HIS BEFORE AND Ai'I'EK � FAILURE, ANCHOR BUCKLING. O -_RE TRAIN _THE 11 II 11 1A7'ERAL _BRACING? !I it II -- CONTINUOUS LATERAL BRACING USE METHOD SHOWN IN I I I (CLB) MAINTAINS SPACING, BUT I FIG. 2. 3A & 3B. OR PERMITS LATERAL BUCKLING OF All, WEB MEMBERS AT ANOTHER STRUCTURALLY THE SAME TIME. SOUND METHOD SPECIFIED BY PROFESSIONAL, BEARING FOR TRUSSES ENGINEER OR ARCHITECT. F1G. 2 ANCHO -RAU_j3)L BUILDING DESIGNER (OTHER ANCHORAGE PROVISIONS FOR OTHER TYPES OF WALLS). THE; DRAWING BELOW (FIG. 3B) SHOWS HOW TO RESTRAIN THE CONTINUOUS LATERAL BRACING (CLB - S \ ). WHEN ANCHORAGE 1S NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL BRACE RESTRAINT (DBI? - MEMBERS ARE 2X4'S, THE ENDS OF WHICH ARE ATTACHED TO 'FOP & 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__BRACF RESTRAINT llBR) WITHIN THE UNIT 3A & 30) ANCHORAGE (BY BUILDING DESIGNER) INTO SOLID END API WALL - RESTRAINS LATERAL BRACING, THEREBY PREVENTING WEB BUCKLING. CLB CLB COMPRESSION WEB CEILING BY TPI SAFETY TOP CH HAVE I ■,INPDI ENGINEI ALPINE7AMER DESIGN HANDLIII APPLC� C 7ASTM A ALPINE ENGINEERED PRODUCTS. INC. TRUSS POMPANO BEACH, FLORIDA' DRAWIN ENGINEI SIIITAR DBR MAY TRAVERSE MORE THAN TWO TRUSSES, DEPENDING ON TRUSS HEIGHT IG•- TRUSSES REQUIRE EXTREME CARE VG AND BRACING. REFER TO HIB-91 (H TRUSS PLATE INSTITUTE, 583 D'ONOFRI 'RACTICES PRIOR TO PERFORMING THESI .D SHALL HAVE PROPERLY ATTACHED S RDPERLY ATTACHED RIGID CEILING ANT.. FURNISH A COPY OF THIS DESIC ED PRODUCTS, INC. SHALL NOT BE RES 1NY FAILURE TO BUILD THE TRUSSES I SHIPPING, INSTALLING AND BRACING I LE PROVISIONS OF NDS (NATIONAL DE! FOREST AND PAPER ASSOCIATION) AN[ i3 GR40 GALV. STEEL EXCEPT AS NOTE ID, UNLESS OTHERWISE LOCATED ON TF : 160 A-Z THE SEAL ON THIS DRAWINC 1NG RESPONSIBILITY SOLELY FOR THE ITY AND USE OF THIS COMPONENT FEW BILITY OF THE BUILDING DESIGNER, PE SHEATHING, =i7COMPRESSION WEB, SLOPING OR VERTICA OR WEB NEEDING BRACING. FIG. 3B 2X4 p3 OR STUD GRADE DBR MAILED TO OPPOSITE SIDE OF WEB AND REPEATED AT APPROXIMATELY 20 FOOT INTERVALS TO RESIST LATERAL MOVEMENT ATTACH TO WEBS WITH (2) 16d (0.162-0.5-) COMMON NAILS. ICAT T DR., SUITE 200, MADISON, WI. 53719) FO FUNCTIONS. UNLESS OTHERWISE INDICAT D, FRUCTURAL PANELS AND BOTTOM CHORD SH L N TO THE INSTALLATION CONTRACTOR. ALPI 'ONSIBLE FOR ANY DEVIATION FROM THIS I CONFORMANCE WITH TPI) OR FARICATING, B IF TRUSSES. DESIGN CONFORMS WITH IGN SPECIFICATION PUBLISHED BY THE TPI. ALPINE CONNECTORS ARE MADE OF 20GA D. APPLY CONNECTORS TO EACH FACE OF IS DESIGN, POSITION CONNECTORS PER INDICATES ACCEPTANCE OFONAL FRUSS COMPONENT DESIGN SHOWN.EST E ANY PARTICULAR BUILDING IS 7 R ANSI/TPI 1-1995 SECTION 2. No.622Mi r / 2fiffITE OF Q, THIS DRAWING REPLACES DRAWING 137 REF BRACE RESTRAINT DATE 06/25/99 DRWG BRCLBANC0699 —ENG KGF/KAR AS2 III]S DWG PREPARED IkOM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUDMI T T EU BY TRUSS HER 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" 0.0 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 commo nails and for 0.128N x 3.0" pneumatic nails. FL 1 E ---- r a 1A YL Apo BRACING. GDI([+PONE CAR( IN lgRiUSAIOa. NPUBLISHE $V PING. I S LAT -WARNING 10 a•• TRUSSES DI COMPONENT SAFETY INf ORNAT(WOOD PUBLISHED CI IOf (IRVSS PLATE INSTITUTE. $D) O'D O 11I RCS. ISUI t•. REF R081- - 48357 (BUILDING 200. AND Y![A Y000 TRUSS COUNCIL OF AH{RICA, i)DO [O1[RPRI SE O'ONOFRIO W SDlff 200. NAD +SON. YI ST/19) ( •••••• "----- �- � _ - ---�- NADISON. NI S)2191 FOR SAFETY PRACIIC[S PRIOR 10 FEar DRNING Tw SE rUNCTIDYS. Ufl((.SS OIIILRNISE INUI Eo, ••••• N TDP CHORD SHALL NAVE PROPLa1.1 ATTACHED 51RUCIURAL PANELS AND BOIID" CHORD SNAIL HAVE A PROP(RlY A ACNEU i �7 Ric10 CEILING. �- ' HCUSR081 05108CGL •'iMVD 5221 --- ALPINE - -I TANT•• P INTO R TIM NI SII A COPY Of THIS DF514O IO INCINf INS+ AllA110N CONTRACTOR. t IM[ CN01 LO PFUINICI5. INC. SMALL NOT BE RESPONSiDIE FORT ANY DEVIATION FARM THIS DESIGN; ANY TA1lUR( IT OUT( IHI TRUSS IN CDNrOR"ANC( Y111T IF[; OR FABRICATING, NANU1I006. SHIPPINO, INSTALLING O BRACING or IRUS S. 2 • • - H C - E N G / �- �. DO S 164 COOT PROS VI FIT APPL ICARLI PROVE SI ORS OF NUS (NA II(TMAI, DE 3laN SPEC. RY AT TPA) AND IF1. ALP L IN. N/N.f) GAIT. $1(SL. APPI C ONNECION PIAI[F AR( HAT( Of RO/I•/TOGA ON. R/)/R) AS TN A00].ITRAU[ THIS Pl^1/S IO EAL11 rAtf UT TRUSS AMO. VMl(SS OfTI(RYI6C lOCA7FU ON 1N15 0(fI6N, POSITION PfR DN AYINf.3 1CAA7. IYfPEC1100 DI PIAFC$ rOLLD4(0 R[ P(R A) OF TP11-F00[ SEC.). SCAT. OE THIS • ti EBw • wLl.i// J/F(A�/.". }{197 6 0 ••• F�Q -..-. _.. _. _... ___ . .. _.-._ A S 2 _ ..... .. _...._. AIpIEM EIEgi(LCCTO/I PfOd1Y Ts, II1C ANT BT (1) SMALL ANYCN A DRAWING IaB ILAlES ACCEPTANCE DT IRa[SSIDMAI [NGI Y((RIYG RESPONSIBILITY SOl [lY foR III( TOV55 CONrOMf Rt lT IN[ 1Q�N• �1(j ••• Tl ••• �;+ s ' ""^-'-'-"^'"`--" '------'-'_-- "-'-�" - - - - --�� i)8111t$ City,♦♦♦��- l'L 33844 , OR SIGN SNOYN. INC SUIIAOIIIIT AND USE DF THIS C.OIWDN(NI fW ANY RUIIDING IS IMF OF .R[SPOMSIBIIl BUILDING DESIGNER P(N ANSI/III I SEC. 2. 7�NAL JREF R081CSOTAD' N THIS UNG PREPARED TR011 COMPOILR INPIII (LOADS b DIMENSIONS) 5IJBI411 ILI) Bf TRUSS III R. In lieu of SlruCtural panels ()I• ricid Ceiling use purliIIS to brace all flat IC @ 2 4 " OC, all BC @ 24" OC. THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED (B) = DAMAGED AREA, 0" MIN. TO 121' MAX. LENGTH OF CRACK IN WEB. (S) = (2) - 2X4 SO. PINE #3 SCABS. MINIMUM LFNGTH OF SCAB MUST BE THE GREATER OF: 1. 68" + LENGTH OF DAMAGED AREA (B), MINIMUM OF 34" ON BOTH SIDES OF THE DAMAGED AREA. OR 2. 80% OF THE ORIGINAL WEB LENGTH. ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF 10D COMMON WIRE NAILS SPACED 4" O.C. STAGGERED 2" WITHOUT SPLITTING LUMBER. PLT TYP. Wave TPI ALPINE 7pin.eEngiYf nwered Products, Inc.. 14 Mky LQIwc flat= Coy, FL 3.19M FLCmifiraleofAYlhmi Ww1567 8 NOTE:: FIELD REPA.IP.S MUS1 COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS, WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITII DAMAGED WEBS OF 2X4 SIZE AND 03 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 SPFCIFiFD 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 (E) � Y' 34' MIN \ / (S) 2X4 # 3 SO. PINE WEB ONLY. (Customer Specific Details JACK Design Crit: TPI �02 02 QTY: FL 1 E Scale =.3125" Ft. " NARNIN6•• IRO.... F[..... (51R[Nf [ARE IY fABRICAIIOM. IMYDl IxO. SN IIPING. I-"AIIIYG AND "A'ING. Rff111 /0 B'SI oo (BUII OINL CON,"LNT SAIIII IY[DRNAl10 Y1. PUBLISHED BY lot (TRUSS PIA 1( INSII IUtL GBERT DR DISON. Yl 5]119, too 5.1tY PRA'tK s IR IDR ID PfRF ORNING INESE IYNCTI DNS. UNL IIs D."INNI Sf DICA tED I,SIIA11 NAY[ ,R IMI "IACII(O STRUCIURAL ,ANILS AND B011DN CNUNU 5NA11 NAY[ APROP[RI A7IACII(D'E.,ING. —IMPORTANT— fUYNISN A COPY 0/ TNIs DESIGN TD 111E IxSIAILAl10N CDNTRAC10R. AIPINE ING EERED IN— I5. INC. SIIµI No BE YEsrD.slBI, EM ANY DC91nfl. INDN 1R15 DESIGN; ANY IAtIM IO .OIL IN[ tRUSS IN 1*1101NAR'C NIIN IP1; OR InBRI CAIING. MAYDIINL. SNIPPING. INSTALLING G DRACING Or/ —US S. BESIGN wtlrnans Nlrn Ar,u cnxu PROVISIONS Or NOs (STN A Al DESIGY SPr[. BY AEIPA) AND lll.' AI PI CONRECIoA PIAT(S ARt NAOI of 10/IB/IGLA (Y,II/S/CI ASTN ASS] GRADE AO/GO (Y. R/x,Sl GA I.V. STII1. APPLY PLATE to EACH fACt DI INo, s ANo. UK'IS D/II[RYI Sf EOC AT(D PN TH15 DESIGN. Pot 1IlON YIR DA It"" ILUA I. ANY IYSIfCt10N OV PIAI(S i6Llol"I BY (1, SIIAII tlE ,11 ANY(1 A] of IPII'E0o1 1(C.]. A UAL .. IN IS DR AY INL INDICAI(S ACCIPIANC( or PROf(SSI ONAI ftlGI Yf CRIRG RCSIONSIB II IIT S011LI IDR III. IRUSS CDNPDNENI DESIGN SNBYb. iM[ 5411ADIIITT AND USE OF IBIS [BNPDNCYf IDR ANY BU1lol. IS Ixl RLSPONtIBIIIIY Oi INE NNIl D1 NL O[51LNIR PER ANSI/III 1 SIC. 1. / ••`:BC r O �221 * * S�'e'{L6 D / EU{J,}Yj 1} / •••••.;C�Opt '• B . r S/AB1M� v` T C L L C DL 1.C'Do DL B C L L r TOT . L D . P S F P S F PSF P S F PSF 0 8 1 48357 03/28/05 ER -- USR081 05087468 H C - E N G JWC / J W C - — S E Q N - 52836 OUR FAC AS4 - 02 _—_ SPACING 2 4 . 0 " J R E F R 0 8 1 C S D T AD nnrn.nr 1, ronm rnLlon rro IF11,11T nnnn� R DIMF NSIOtis I SUB11I TT ID BY TRUSS MfR. It1.» utl IRUSSES BUILT PER THIS DFIAII DFSIGFIEO 10 BE USED FOR 111E FOLLOWING: till IO 140 MPFI MAX WIND, 30.0 FT MEAN IIGT, ASCL 7 02, ENC. OR PAR[. INC BIOG, LOCAILD ANYIWHI RE IN ROOF, CAI 11, EXP B OR C, WIND ICDL=5.0 PSF, WIND BCDL-5.0 PSF. * ATTACH ONE SCAB TO FACE. OF TRUSS WITH 0.128"X3" GUN NAILS AT 2" O.C. STAGGERED THROUGHOUT TOP CHORD. SCAB TO MATCH THE SIZE AND MATCH OR EXCEED THE GRADE AS SPECIFIED ON THE ALPINE DRAWING. NOTE: FOR 130 MPH DESIGNS, 200# ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. NOTE: FOR 140 MPH DESIGNS, 300# ADDITIONAL UPLIFI CONNECTION REQUIRED TO UPL.IFI AMOUNT SPECIFIED ON ALPINE DRAWING. AI_TFRNAIf I.OAI) CASES TCL1 20,0 PSF TCLI 30.0 PSF ICI. 20.0 PSF ICLL 20.0 PSF ICDL /.0 PSF ICD1 15.0 PSF ICI)L 15.0 PSF ICDL 20.0 PSF BIDE 10.0 PSF BCDL 10.0 PSF ECDL 10.0 PSF BCDL 10.0 PSF TOT.LD. 37.0 PSF TOT .L0. 55.0 PSF 101 LD. 45.0 PSF TOT.LD. 50.0 PSF OUR .FAC. 1.25 DUR,FAC, 1.33 DURJ AC. 1.25 DUR.FAC. 1.25 2-0-0 OH MAX i I I L I I i I 2L MINIMUM PLT TYP. Wave TPI-2002 Design Criteria: TPI STD OTY:O FL 1 E - **NARN1116- IRUSSES REDUIRI fRI.fM CARE IN fATR1CATIVO. HANOI.W. SNIFFING, INSTAL IING AND4&IAC1" ' O ♦ III TC LL 20, 0 PSF .FFIR 10 SCSI 1 03 IANILOIN. CDHPON[NI SAFE IT IofORIIAFION), FIIYIISAID YY I P I IIRUSS PI.A1[ INSI4V �� U'OROTRID OR.. SUITL L00, Hw015UR. NI 517197 AND MICA (MOOD TRUSS COURCIL OE ."C.' 6100 ENTER' .l'•* T C D L 7 , 0 P S F -OISON, NI S1I19) POLL SAf[IY PRACTICES MAN" FERl M.NI RG IMC S[ fUM[TfONf. UNLESS OTME YNI SE •*R• TOP CHORD SIIAL. IIAY( PR"FAlI AIIACIIED SPRUC14MAL PANELS AND SOTIOH CHORD SMALL HAVE A PROPER. F••'•.V "Ic1DCEILING. ;• IS :'0 BC DL 10.0 PSF •*IMPORTANT**FURNISH A COPY OF THIS 015149 TO VICE INSTALLATION CTYIRACf OR. ALPINE �•6 `��ALPINE PROQDLLS, INC SNAIL .01 OC NC1P0R519LE FORANI 0(NIAIIDR INeH INIS DESIOY; ANI IAI4uR[ IOAr BC L L 0.0 PSF 1NVS$ IN CONFOIRPMHCE NIT. 1PI, 01 FAI11 AflN4. HAMDlIMO. SIII FPIRQ. ISS(ALIINN L DRACING OD[fIIR04 P1.IYE WE V mot On1l[PROYIS10N3 of RDS (NAi1QNAl DEf(6N SPEC. V, AfAPA) AND lP5 Y C /7J{:0 T 0 T . L O . 37.0 P S F CONNL CT TO P/AT[f AEI f Tf OF 10(/S/VALE (N .N �SAV •SIN AT10 GNAT[ SDDES TN, R/11,5) 4wPN. STCCI. APPLY v 1[7{1J0 /y VRRRVVV/}SSSNr4S` MI,Ai[S TO EACH TALC Of 1RDss AND. URl[SS Of AV 101'A IfD ON THIS DESIGN. 10lIfIDY I[1 DPANIR4f Ibfit w C. ___,1 _J ANY INSI(ClION 0I HATES iOIlONEO YI (I) SNAIL Sl IS1 ANMY AJ OS /Y11 1001 Sf[.J. A S[Al OY II115 A•• ^COp� ` cF DUR R. FAC 1.25 Alpine I:11�S1CGI RI PTWUC•L$ Inc DR ANIRG IR01CAIIS ACCEPTANCE Of PRDi LS510NA1 [NGI R[f RING R[S/DNSI01111Y SDl [li FAA IN[ 1N U55 CONPORF Ni -7('1,•��• fl�.•A � I Ii& City, FL, is Inc S DESIGN SIIDNH. THE SuI1A11L:11 AND USE 01 1.11 EINVONf NI f0R ANY OUI.DIN(. IS THE PC bP0YS1011IFY Of TIII Y BUILDING OLSIGY(R PER ANSul/1 I SIC. 1. 4NA� SPACING 24 .0 " REF R081--48357 DATE 03/28/05 DRW ICOSR081 05087492 HC-ENG KD/ SEON - 24952 JREF- ROBiCSDTAD• (ABC UZ iIHN DWG PREPARED ENUM COMP111 ER INPUT 0 CADS & Utllf NSI0NS) SUOMI IIED 6Y iNLISS MIN. 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 BRACI B.R ACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 1 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. IPLT TYP. Wave TPI ( ALPINE Alpine Engineered Products, Inc. 1 Baines City, FL• 33844 T BRACING OR APPLY TO [ITHER SIDL. 01 WEB NARROW FAC(:. ATTACH WITH 16d COMMON NAILS 6' O.C. BRACE IS A MINIMUM OF 80% OF WEB MEMBER LENGTH T-BRACE L-BRACE SCAB BRACING APPLY SCAB(S) TO WIDE FA NO MORE THAN (1) SCAB PEI ATTACH WITH IOD OR 128X9 NAILS AT 6' D.C. BRACE I 80X OF WEB MEMBER LENGTH L BRFLCINLi CE —_ Design Crit: TPI-2002 7. 2.0 7 OTY:O FL 1 E/ / Scale =.25"/Ft. ••NARNINO•' IAUSSES Riewit FNIRFNr CABC LN f."ICAIIO». HANDLING, SIIIPPI»G. INSIA1l1»G AND .RA[IB6. TC LL 30.0 PSF REF R081- 48357 R (f [R 10 NC SI 1-01 (RUIIDING CDNPDNENI sA[[tY INi URMAI I ON). PURL, SKID B, IPI (/Russ I Alf INSiIfulE ---- - - - .'- D'0»DfRID BR SUITC tOO, NABISD". "1 5$ P161 AND MICA (ROOD IRUSS COUNCIL W ANERICA- 6JOD EBICR Tr in, C .r T C D L 15. 0 P S f DATE 0 3 / 2 8 J 0 5 HADISO N. NI 511191 GDR SAf(lY PRACII[[S PRIOR 10 IFR[DRNI »f. TpC Sf fVY[IIOY S. URCESS OIHrRY1 Sf NOi^(MCDD. • A. v 10P CIIUND SIIAII MAY[ I1VYlRlY AIIACNCO SIRUCTURAL PA N(I.S AND BOTTOM CIIORtl SIIAII lIAYL A IRDPE RI VV �A ....... ....... __.-.. _ .... NIGID Cfll,"G. •� BC DL 10.0 PSF DRW HCUSR08I 05087483 O.5 12 T —IMPORTANT" FURBISH A COPY Of F"IS DESIGN TO TN[ INSTALLATION CONINACIDN. AIPfYC E I"fmu j : 1 � p(• LL 0.0 PSF HC-ENG J Yp ODVC IS. INC. 311A11 BD/ B[ B(SPOMTIBIT 1'DP ANY D[V1w110" f1DH 1HI5 D($IDB{ ANY IAIIU.I 1tl N 0 IIIF la T 11L IRUSS In CONEORN.AYCI PITH IP1; OR GAB. IC A IIN6, HA MDlip6. SNIPPING. (WAITING E BN ACING Uf i1 Sf S. • -. - --'- - '"" '"-" s _ DESIGN CDNYDRNS "nH APPLICAeu PRDVI116"S Of NDS (BATIBBAL D(Bi6R V[C. RY w1APAt ABD TPI. A in , '{� j0 T , L D 55.0 PSF S E 0 N 52927 CONNt EIOR PIAIFS ARE NADI Df 20/)O/(BOA (Y,M/S/RI ASTN A111 GRADE RD/10 (N. R/M.S) WLI- SiEEI. API T}(��/B N1.0 rl AffS 10 EACH IAC( Of Ill.$$ A.D. UNIT [SS oill[RYI SE tOCATFO ON T1115 DF $161 POSITION PI'1 ORAYI"GS 16DA- . 4J l/ 0 .-.-- 1 - - - - ---- "— �- AN/ INSl1CIION Of It .1 IOLIDYfD B, (1) 1 .11 of 'IR A..[Y A7 Of IPII-tOOt 5rC.1. A SE AI D» INIT ••'••'�(OR1 OUR FAC 1 33 AS8- 02 URAUI"G INIIICAIES ACC[PIA"C[ Of PROFESSIONAL ENGINEERING R[SPO"SIBIL111 $Bill' FOR 111E IRUSS CBNI'UNI YI �••�� R.eA.AA•'•,A� _...-_ .___._.. DrsIGN s"DYA, lH1 5UIIAB11111 AND US1 Of IMIS CONPON["1 f" -1 BUILDING IS IMF RFSPO."Bill" Dl 11,fNAB- SPACING 24.0 " J R E F R 08 ? C S D T AD, BUILDING DESIGNER PER ANSI/IPI 1 SEC. 2. _ -_ TNIS DN(, PREPARED FROM COMPUitR INPUT It DADS b DIMENSIONS) �JHMII ILV 61 1-11 nr H. (HAx Deno LOAD) TO WHOM IT MAY CONCERN ANSI Ill) I 1 2002 under Section 6.2.1.2 requires that: when the dead loads are applied on a projected horizontal basis, the effect of the pitch may be taken into account. For a top chord nominal dead load of 7 psf,15psf or 20psf the equivalent maximum weight of materials is shown below respectively according to roof pitch: Top Chord Pitch Max. Material weight (psf) 0.0 1psf 15psf 20psf 2.0 6.9 14.8 19.1 P,5 6.9 14.7 19,6 3.0 6.8 14.6 19.4 3.5 6.7 14.4 19.2 4.0 6.6 14.2 19.0 4.5 6.6 14.0 18.8 5.0 6.5 13.9 18.5 5.5 6.4 13.6 18.2 6.0 6.3 13.4 17.9 6.5 6.2 13.2 17.6 7.0 6.1 13.0 17.3 7.5 5.9 12.7 17.0 8.0 5.8 12.5 16.6 8.5 5.7 12.2 16.3 9.0 5.6 12.0 16.0 9.5 5.5 11.8 15.7 10.0 5.4 11.5 1.5.4 10.5 5.3 11.3 15.1. 11,0 5.2 11.1 14.7 11.5 5.1 10.9 14.4 12.0 5.0 10.6 14.1 For a nominal bottom chord dead load of 10 psf, the maximum wieght of materials is shown below: Bottom Chord Pitch Max Weight of materials 2 9.9 2.5 9.8 3 9.7 3.5 9.6 4 9.5 4.5 9.4 5 9.2 5.5 9.1 6 8.9 Prior to fabrication, the building designer must approve that the maximum weight of materials have not been exceeded. This letter is only valid until September 30, 2006 Walter P. Finn P.E. Design Crit: TPI-2002(STD)/FBC " ft. PLT TYP. 20 Gauge HS,Wave C RT-1.00(1.25) 10 0 7.20.0918.2 OTY:1 fL 1 R Scale -.25/ ••WAaNING•• IMUsSCS .[DUI.E EIls(N( CAR! IN fABRICAIIOY, MANGLING. SNIPPIIG. INStAILING AND BRACING. T C L L REF R 0 8 1 - 4 8 3 5 7 ■[f [N ro ecsl 1 0) tnultn 1NG COHPOVERT SAFETr of oRlalIDM1. PUBL 5NE0 NI Ill (TRUSS PLAIF IYSTITU I[. /t.,w O'ONOT IR OR.. SUIIC ZOO,-D,SON. NI SJ119) AMP MICA (MOOD TRUSS COURCIL Or ANEPICA. G)OU [NT[RY E lq ��, " I. ■• T /` f\1 DATE 1 D / 1 9 / D 5 NA0ISON. MI 53 1191 FOR SAFETY PRACTICES Pplpt 10 Pf Ai ORNIYG TH[5[ fUNC110NS. UNL[Tf Of11(RYISf ICAT[ ✓A•A {vi 1. V L IOI CNORO SNAIL TIAIC PROPERLY ATIACHtO SIRUCTLIMw, . PA.Cts AND No ION CHORD SMALL 1..It A I"OPCRLY AItA[IIEn , v Won CIIIIMG. No 21 5� BC DL ORN HCUSR081 05292313 ••1NPORTANT••r D..IS" A COPE Of TWIS DESIGN TO Ill( INSIALLA119. COMI.ACTOM. Am t (M01 tI.( ;• BC LL HC -ENO DR/DR A L P SS I N E rR(NH1Ci3. INC• fHA LI MOT RE .E SIOMSIRLC FOP ANY DEVIATION TOO" 1111S DESIGN; ANY FAILYIED URE f0 NV U THE I.Ufs 1q CDMF O.IMNCE NIT11 I11: OR TANMl CAII.G, UANDLINR, SHIYPINR. INSIwLLIMO R $MACOMB Of fRYL COO iGit COME FIRMS YIiH AIPI ICANIC IROYISIOYS Of NOT (NATIONAL O[SIGN TPE (. BY Ai(PA) AN1 IPI. APPLY IS A'}'�6 0 T 0 T . L D . S E Q N - 63532 COMNEtIO. ILAIIS AMC NAD( Of IO/IV1IOW 1Y.H/}..) AS/N AOSJ ORAOE A0f0D lY. ./M. S) " V. SI(EL. APPLY t111{,�/CT PLATES t0 tAGN FACE -Cl lR43} AMU. YNL[SA OIITENYIS, LOCAI(0 OM IF D(SIGIF. POSITION PER UA.AMIKs INOA j. �.,. ^i�011l) ✓,A OUR . FAC . FROM ANY INSPCC11DN 01' IL AIIOLIOMEO NY (II SMALL OC If. AN.IM Al .f 1111 ZOOt S(C.J. A S(AL OM IUIS � .•..w..�. ` Alpine Engineered Plucfucisf Inc. o S G.GSxOYRINDI[A I[SiN[CSUIIwB II 11Y AMOCEPTANCE OF I US[10iW1NiSGL MO NOpt.IgrGNDAN YRBU II UINGPI TL THE O.E TIOMSIB IlI1rHDiNlu! Haines City, Kt 3 844 }IIIIDiRGIIISICoto .. A.SI/TPI 1 5[G. _. S�ONAL SPACING JREF RO$1CSOTAD MFl13 U/ 1 11 1- 11,1A111, I,, ,Ilu,I, fInnnc N 111E-4EEJd(INc1, C1111HIT'TF1) FLY TRUSS MFR (')GABLE STUDS. AIIACIi TO TOP CHORD AND BOTTOM CHORD WITH 2X4 ALPINE PLATES. SEE CHART FOR SPACING OF GA(ILE: SIODS. I'LATES 11AY BE IX4 FOR 1'6" SINUS. (A*) 2X.4 SO. PINE #3 GABLE STUDS. ATTACH TO IOP CHORD, DIAGONAL WEBS, AND BOTTOM CHORD WITH W2X4 ALPINE PLATES. ALL I•*) GABLE STUDS REOUIRE REIFORCING MEMBER. BRACING MUST BE TOENAILED TO GABLE STUD WITH 0.131"X3" GUN NAILS AT 4' O.C. PLUS A CLUSTER OF 0.13)'X3' TOENAILS AT THE TOP AND BOTTOM CHORD. SEE DETAIL. FOR NAILING. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. NOTE:TRUSS ERECTOR IS RESPONSIBLE FOR PERMANENT WEB BRACING. WHEN BRACING IS REQUIRED, FURNISH A COPY OF THIS DRAWING 10 TRUSS ERECTOR. FASTEN RATED SHEATHING TO ONE FACE Of ]HIS TRUSS NOTE:GIRDER HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD IN TO LIFE FLOOR & ROOF SHEATHING DIAPHRAGMS. CONNECTIONS & DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES WITH 2 160 NAILS AT EACH END. NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS WITH TWO ROWS OF 16D NAILS @ B" O.C. STAGGERED 4" 444 7116 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG, DIMENSION PERPENDICULAR 10 SUPPORTS. 14 (4)-0.131"X3.0" NAILS (TOE -NAILED). +PLATE AS REOUIRED ON APPROPRIATE DRAWING. F LADDER W/ _ STEPS @ 24" O.C. TRUSSES @ 24" O.C. I'D" MAX OH INCLUDES FACIA 2X4 REINFORCING -Nij-QM 2X6, 2X8 MEMBER _V_UW REINFORCING MEMBER TOP OR BOTTOM CHORD OF Note: All Plates AreGZ 4EExcepL As Shown. 130 MPII HIND, 30.00 11 MI AN 1IGT, EXPOSURE B,E.NCI.OSFD LitDG, ASCL 7 02, CAT 11 SEE APPROPRIATE ALPINE DRAWING FOR LUMBER ,PLAIES AND OTHER DATA NOT SHOWN HERE. * STUD MUST BE ATTACHED TO TOP AND BOT. CHORDS ONLY GABLE STUD SPACING MAX.LI:NGTH 2X4 SO. PINE $3 24" D.C. 3'- If" 2X4 SO. PINE #3 16" O.C. 4' 5" 2X4 SO. PINE #3 12"-.O.C. 4' 10" ** STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL REINFORCING MEMBER SPACING MAX.LENGTH 2X4 SO. PINE $3 24" O.C. 51- 11" 2X4 SO, PINE #3 16" O.C. 7'- 3" 2X4 SO. PINE #3 12" O.C. BI- 0" 2X6 SO. PINE #2 N 24" O.C. 10'- 3" 2X6 SO. PINE y2 N 16" O.C. 11' B" 2X6 SO. PINE #2 N 12" O.C. 12'- ION 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 BCOI 10.0 PSF BCDL 10.0 PSF BCDL 10.0 PSF TOT.I.D. 37.0 PSF TOT.LD. 55.0 PSF QQTORRT.LAAD. 45.0 PSF TOT.LD. 50.0 PSF DUR.FAC. 1.25 DUR.FACPL � D SHLATHI�G)1.2' DUR.FAC. 1.25 ---------- y+ VIEW \ ** PLAT ALPINE PLATE /1 12 hl VARIES I I ** * * g _ CEILING -- -.. i GABLE -STUD SPACING. 1 24" O.0 MAX. SEE ABOVE I (L SPAN REQUIRED OF GABLE ►i-F► THIS-DRWG. REPLACES DRWG. 876,719. PLT TYP. Wave TPI-2002 Design Criteria: TPI STD "WARNING •• TRUSSES RIOUI%F [YIRt NE CARE IN Tn6RICAIEON. HANDLING. SHIPPING. MIMI - A. ►RACING.' R EFFR TO NC51 I OJ 11UIl DI 1 6 [ONIONE NT SA"',IHI ORMAIIDM). PUOIISHfO RT IPl (1RUS5 PLA11 IHSTI. D'ONOf R1. ON- S.. II L60, nAD150N. NI 63f19) AND VtCA WOOD TRNSS COUNCIL OF ANE PICA. 6J00 II TU WIN- L.. IIADISbN, VI 63/1A) FIN,SAI(11 PNA(IIC[T PRIOR TO PER' ... ING I.E. 1UNCflo.s. WHITEST DTIIt NNISE INO A1ED, 1'Or CHORD SHALL HAVE PROPERLY AIIACIHO SIRH[tOR.L IANELS A40 DOIID. CND%U SNAIL HAVE A PROPIRL' AT CH(D 01610 CIll INO. -IMPORTANT••EDNNISH A COPY OF MIS D(SION 10 THE IN9TAtt.TIDN CONTRACTOR. ALPINE MINI[ ED ALPINE IROOUCTS. INC, SHALL NDI OE REtfON61011 LON ANY DEVIATION TROT. TNIS OtSl6N: ANY FAILVRt TO ONIID E TRUSS IN COW ONNANCL WITH 111: ON FAIMICAIIN4. HANDLING. SNIPPING. INSTAtlINO 6 DANCING 0T iRUtSI DISH GN CON104"1 WITH AP 11.11.1E INDI.SIONS 01 NO3 (NATIONAL DESIGN 1111. .1 AFSPA) AND 11 I. ALI.NL CONNIE i01 PLATES AR( MAD[ OF [0/IN/I6G* (Y.H/S/E) ASIN A6S3 GRADE 40/60 IN, R/N,S) GAL V. 51IEt. APPLY PLAIT 14 [ACM FACT of TNUSS AND. UNLESS 4111ERNISI LOCATED ON THIS OESIGN. POSITION PIR DRANINOS I6OA.1. ANY INSPEEIIDN DF PI AIfi f6(I DVID O1 EIi S,IAII 01 f[R ANNE[ A] Of IPIIIOOI TI'C .1. A SEAL ON 11115 AIM I>C El 1BCCICd PFOli(1CiS INC. rrNAv.NL INO ICATIS ACCX"ANCt OF IROFt SS10N1( F.41N(ER1N6 R[ SPONSIbll.11Y SOLELY FDN ('It !BUSS (ININONINf I' OITIGN SllglN. THE 5UI, A11l ITT AND VTL Of 'Nil CONIONE NI TO ANY 0UIl01NL IS THE R[SPOpT ID II ITi 9F THE HaELlcsCily,FL 33844 ONIIDINGDETIGNIN 'To A%SI/TPIISEC .I. 15 SPECIAL. GABI E END TRUSS :0 FL 1 E -/- Scale-.3125" Ft. W �• �S••.,• 52 2 # * ;EE { T60 )RI ••'' IIAL 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--48357 DATE 03/28/05 DRW HCUSR081 05087458 HC-ENG KD/ SEQN - 24104 DUR.FAC 1.25 WA13-02 JREF- R08J.CSDTAD, (b1A17 02) THIS owr, PREPARED FROM COMPHIER 11,11`0 (LOADS & DII*NSIOt S) SHPM(TTED 6Y TRUSS Mi'R. 130 MPII WIND, 10.0 11 MEAN IIGT, ASCE 7 02, ENC. BI_DG, LOCATED ANYWHERE BRACING DIFIIII IIONS: IN ROOI, CAI II, LXP B, WIND TCDL-S.O PSI, WIND BCD[ -5.0 PSF. I tIOEE: "END LONE" LXISTS 18" Al BOTH ENDS OF VtRIICA[ WLU I FOR VERTICAL WEBS NO MORE THAN 4'0": W1.5X3 FOR VERTICAI. WEBS GREATER THAN 4'0": W2X4. * SPLICE, PEAK, AND HEEL PLATES 10 HATCH COMMON TRUSS. ** 2X4 OR GREATER CHORDS. UROP GABLE WILL SUPPORT 4'0` OUTLOOKFRS WITH 2'0" OVERHANG (DROP HEEL GABLE) SPACED 24" O.C., OR THL 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 SHFATHING DIAPHRAGM CONNECTIONS, AND ALL 1RUSS 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 TCLI. 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' (A) (1) 2X4 SP #3 'I.' BRACE. ATTACH WAIL 0.128"X3" NAILS @ 2" OC. IN END ZONES: 4" OC. BETWEEN ZONES. (B) (2) 2X4 SP #3 '.." BRACES. ATTACH EACH WITH 0.128-X3" NA.II.S @ 3' OC. IN ENO ZONES; 6' OC. BETWEEN ZONES. (C) (1) 2X6 SP #2 N "L' BRACE. ATTACH WITH 0.126'0' NAILS @ 2' OC. IN END ZONES; 4" OC. BETWEEN ZONES. (D) (2) 2X6 SP #2 N "L" BRACES. ATTACH EACH WITH 0.12B'X3" NAILS @ 3- OC. IN END ZONES; 6" OC. BETWEEN ZONES. STUD SPACING / BRACING TABLE: 2X4 STUD SP #3 0 E F TION L E C NO (I) 2%4 "L' BRAC.E (2) 2 X 4 "L" BRACE (1) 2X6 'L" BRACE (2) 2X6 'l' BRACE SPACING CRITERIA BRACE TYPE (A) TYPE (B) TYPE (C) 1YPE (D) 24' L1240 3'10• 7'7' 9' 6' 12' 3' 14' 0' 24" 11120 4' 5' 7'7" 10' 3" 12' 3" 14' 0' 16" 1.1240 4' 4" 9'2" 10,11" 14' 0" 14' 0' 16' L/120 5' 6' 9'3" 12, B' 14' 0' 14' 0' OVERHANG DETAIL � L+ LADDER W/ STEPS @ 24" OC. TRUSSES @ 24" O.C. 1-0 0 + (TYP) INCLUDES MAX FASCIA REFER TO TABLE FOR BRACING RFOUIREMENTS. I Id ALT. GABLE SHAPES: :777�� OL Over Continuous Support U-125 PLF Note: All Plates Are 2X4 Except As Shown. (Customer S ecific Details - GABLE) TPI STD 1 OTY:O FL 1 E Scale-.375"' Ft. PLT TYP. Wave TP1-2OT2' Design Criteria: ••YARNING•• IRNSS[7 NEWIMf fNIRFM[ CARE IN FA{NiCAS10N, RANOt1NG. SNIIPING, IY{/µl1YL AND NRAEING. 1 [R f0 RCSI 1.0) (DUI t01 NO C"VOIJ!OI 1*1 r1 IDPORNAIIOYI. PVNl I3N[D OY IYI (1RVf3 P4 AIE IR6111411, bD 5 O /T C L L 2 D. D P S F ♦ ` R E F R O B 1 ' 4 8 3 5 7 - 0'OYOfR10 M.. SV1« t00. NAUISDYI U11P1 ANN NIU WOOD iRVf3 fM4(It Of AM(R1CA, RSDq LMfiNPRI{ N. NwDISON, Nt S)/19) FqN SAE(" PR I.E. MEN. PSI" 10 PENIO0NIYG TNtSE INRCIIONS. NNtES! OIMTRNIS. INO w1E D. ',��C '++•+�+ T C D L 70 P $ F DATE 0 3 2 8 / 0 5 10P (WORD SNAIL 11.11 PRDPERLI A11ACH(o STRUCIVRAL PAN(t5 AYq ID11ON CHORD SIIALL NAVE A IROFIRLI At ACNCD RIGID CEILING. +Ait� BC DL 10.0 PSF - DRW HCUSROBI 05087488 B 12 ••INV ORTANT•quRNllu A COPY OF IRIS DESIGN IO TOE INSTALL A11DN CONIRA[rON. At PINE CNLINC ED 511AIt YOI NL Rt"CIIIIORE I" AIII UEIIw110N 11" IRIS DESIM ANY FAILURE 10 DUrID 1 * * BC LL HC ENG KD ALPINE PiOall IN[ rN USS IN LONE ORNA NCE YIiN IP1: DR FADA ICI YG. RIVDI.I NG. SNI PY IRE. INS IALIING A RAA[ING OF fA VSSES. _PSF 11151". CONE DRMS WITR APPtICAOtE PROVISIONS Of NOS (YA/IONAL DESIGN SPEC. 31 AFAPA) AND IP 1. ALPINE COYNEC10. PtAI[S AN[ MADE Of E0/ID/10GA (N,I1/S/C7 ASIM A651 GRADE 40/60 IV. K/N,S) GAtI. STEEL. APPLY PLA«S 10 EACN FACE OC IR1155 AND. EIR IS,DIIIER.IS, IOCAI[D ON THIS DESIGN. POSIIIDN WON DRAWINGS 160A C. ��LA c C[ //YE}''''��C� ry : IS (AO ,� T 0 T . L D . 37.0 P S F :•".w� / t + - S EON - 24860 _ ANY INSPtC11DN OF PL^115 FOLLOWED NI (1) S,IAII UE PER ANNEC A3 OF I'll COD[ SEC.). A SE At ON 1111S Alpine Engineered Products] Inc. ' DRAWING INDICATES ACC[PIANCF OF PROFESSIONAL ENGINEERING RESPONSIRIt IrI SNLfLY FOR INf tRUSS CONPONEYI EIEIILPS City, FL 3i844 DISIGR 311WN. OIL SUIIAtl Il11V AYD US' OF IMIS CDNPON[YT FpR ANI RU ILDING IS rNf RE SIDNSIRIU IT OF 1NE Y, RVIEDI Nc Of SIGNER TER ANSI /fPl 1 SEC. I. /IA" O p, ••++P� OUR . F A C . 1.25 El - �s�� SPACING 24.0" [i W A 1 7 - O 2 JREF- RO8ICSDTA® WA43 December 12, 2002 Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Haven, FL 338BO-6201 Re: Existing CCA Truss Designs and the Florida Building Code. Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: 1) 100 mph fastest -mile wind speed. 2) Residential construction. 3) Enclosed building. 4) Maximum wind dead load shall not exceed 60% of total dead load. do meet the wind loading requirements of the 2001 Florida Building Code for: 1) Up to 120 mph 3-second gust wind speed 2) Residential construction. 3) Exposure B. If you have any questions or if I can be of further assistance, please call me. —WARNING— INUSStS NEOUIRf MAINS CART IN fANR/CA[ION. wANOl IRO. SNIPPING. INSfA1.LIN0 AND GRACING REf EN iO N[fi I17 tGYII.RIN COWtdDNE NT SAFE/1 ItlT M1/A71ON1. IMIISXfR GT 1P1 (iRN55 PtAlf 1NSlilull S D'ONDFAID M.. SUITE ND, NAOISOA, NI S3779) AND IFICA (MOOD TRUSS COURCII 0; AN RICA. $300 (NIERPM f t!. NADISON. Nl $3719) f0A SAFE IV PRACTICES PRIM TO PERFORMING )FIM [UNCTIONS. IINIC SS DT"INMIs( IRO [A 1E O. TOP CDORD SNALt NAVE PROPERLY AIIACIKD STRUCTURAL PANELS A00 NOfIM CNOOO SNALL RAY( A PAOP[RIT All CHID R1610 CEILING. ••INVQRTANT•• fMNI SII A COPY Of /Ol, OF,SIDN IO THE 7RSTAll A/10R C9MIRAC TOR. MPINE [RGIRtFMT ALPINE IRODuc IS. INC. s11ALl R01 Nf R[31 DNTT RIE fM ANY DEVIATION FROM f1113 O[SIGR: ANY FAII M( TO 0UIt0 IN( �� IR USS IN CORE OANANCL YI1N I11: ON IAOA11411 O. HAMD M. fNIPPIMO. 1051All IRO S "ALCINO UI TRUSS(S. L — - RESIGN T SIM to" MNS YIIN APP71CMlt PROVISIONS OF NOS (NAIIMM Of SIM SPf [, 0T M6PM AN0 iP 1. AI.PIMt foRNICIOR PtA/fS ARE MAD[ Of TD/10/16CA (N,N/f/AI AS TM A6$3 GRAM 1G/60 IN. k/II,S) GALS. Slf(l. A' IF �� FIAT 15 1G 1ACU FACE Of IMUSS AND, 11117 T SS 01Af.RYISE IOCAIEO ON 11.1f DES101,/0511,101 FIR ONAu1NOR IAGA-t. MY 10SPECIIM Of PLAITS FALIUYED BY (1) SUA1.1 OE PEA AMC, A7 OF ll lt-JMJ 'SEC... A SC AT ON Flits Alpine G11 illeered Praiucls, It.. No G INRICAICS ACCf /i^PCI O PR OI[ff10NM ftl61OSENINA RESPMSIAl111Y SI)TT fOA IUD I 51 CwORERI I 1lnines Cil , !'L 33844 ffiSIGN Swum. FIE SVIIAMIL1IY Ago USE Of INIS COWONERI log ARY NUft DING IS IRE PESPONSIDIl11Y 01 OIL �' I ROIIDINO a S1GOfR III ANSI/1P1 t S[C. J. REF R081--48357 AS %V * * HCUSR001 0511ZA63 T� NC-ENG / JREF- R084CSDTAD, 10 THIS DWG PREPARED FROt7 COMPUTER INPUT (LOADS A D101NSIONS) SUBrt,i1LD 13Y IP.USS MFR. (bt,9/U'L311)jK/t5 / ccnyn,u { ) ECr. - T 1a7 Top chord 4x2 SF #I Dense :12 4x2 SIT ry2 N: Bot chord 4x2 SIT //2 N :B2 4x2 SP 2400f 2.OF: Webs 4x2 SIT #3 In lieu of rigid ceiling use purIins to brace BC @ 24" OC. fruss must be installed as shown with top chord up. 15" Typi 1.5X4(R) 4X8= 4X6= 0-6-0 - 1.5X4(R) 2X41N 10 6-0 See ANSI /lPI I-02 Sect. 7.5 for additional braring Iequirements. Bracing material to be supplied by erection contrar.Lor. Max JT VLRT DIII: IL: 0.56" DI_: 0.21" recommended camber 3/8" Deflection meets L/360 live and L/240 total load. 25" i 10-7-8- 4X4= W=3X4- 4X4= 4X6= 4X8= YAV—Iv--ITV VVV — 04 1. 5 X 4 Ill L X 4 III 3-2-8 Over 2 Supports 'i A '! = W-H0308= _L T, 0-10 0 1 4-0 ,- - k-- -+J3 0 0 1 . 5 X 4 ( R ) R--1259 W-3.5' R-1267 W-5.751 Note: All Plates Are 3X4 Except As Shown. (Copy 65470 51.15/1178 / 2289A,B ( ) 12E FT5) Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave C RT-1.10 1.25 10 0 7.20.0918. 7 FL 1 E Scale =.3125" Ft. ••YARNING'• TRUSSES RCOUIR[ IRIRIMF CAR[ IN FABRICATION. "Not140, SNIPPING. INSTALIJIT4 AND BRACING. WE. To SCSI 1-01 (NOT IDINO CONPDNEpt WIT' INFORMATION). IUBLi SFISB BY 11, I1ROS5 LIME IN511TU1E, iBb / T C L L 40.0 PSF R E F R 08 1 - - 5216 B.ONOFR IO m ., SYIIE 700, NABISDN. vl 47)19) AND NfCA (NOW INN"! COYIKII OF ANCR/CA, OSOD IN"aml S[ IN. PIINCIIONS. OTfI[RYISE INDICATED. ,� '••� j'C D L 10.0 P S F DATE 02 / 0 6 / 0 6 NADISDb, MI l3T111 EON SAI[iY hRACllt[f rN10R f0 P[Rl ONM1b0 IN[iE NNl[/f PANELS AND BOTTOM CHORD SIIAtt NAYS A PNOPERIf ATTACHED TOP CHORD SUALt MAVI PROPERLY ATTACHED STRUCTURAL R 1010 CEILING. pp BC DL 5.0 PSF DRW NCUSROB] 06017507 ••IMPORTANT"FINeNlill A COPY Of 1111S DESIGN TD THE INSIAILATIDN CONTRACTOR. AMINE CNGTNIERED IRON T111I D[SIGM; ANY TAILURE lO BU, IU : 1 i BC L L 0.-0 P S F H C- L N G AK/AP ALPINE PRODUCTS. INC. SIIALL NOi B[ R[s10Y5161[ f011 ANY DEVIATION FABRIC TI N6. HANDLING, 541'11R4. IRS1ALIING i B0.A[1 b4 PF IN, USS(! TRUSS IN CONE pNMANC[ vNot I11: nR A D1 SIGN CDMI'ONMS YIfN AIILlwelt PROVISIONS SIONS Dr'NOS (NATIONAL OC SION SPEC, BY Af NA) ANo Fri. ALPINE AP/IY �R -•/�]•� TATE OF T 0 T. L D. 5 5. 0 P S F S E 0 N- 15981 R E V CONNIcloR 'Ali, ARM MADE Or zo/IB/T64A EN,N/S/1:) •SIN 1653 GRAOC AY/60 (Y. 9/11 GAI Y. SI(1l. f I.AI[5 10 fACI1 FACE OF TRUSS AND. U.t ITS 0TME RHISE L"AI[D ON 1N 15 DESIGN, POSITION PLR ORAv1b45 IANA C. /h ••,••----"-- ^NY INSP[[ITO.1 0, TOLES IDIIDMLD BY (I) SNAIL BE TER ANNf% A3 OF iI11 z00[ S[c.7. A SEAL On 1N11 C/ 0 R1V ,.•t OUR F AC 1 0 0 FROM A S Alpine Ellginured Products,lnc. I950 Wey Drive DRANING FINDICATIS ACCF11ANC( Of PROf[SSI ONAL ENGINEERING RESPONSIBILITY SOL[IY FOR III[ INV SS COWDYENI AND USE Of THIS COMPONENT FOR ANY 011ILDING IS IMF RESPONSIBILITY OI 111E • Rr,v V\ v . . . Hams 01y,FL' 33944 DESIGN SMONN. THE SUIIAS)tlll BUILDING DESIGNER PLO ANBI/IPI I SIC, 7. M N SPACING 2 4. 0" J R E F- 1 S.VK 0 8 1 _R,6 3 FL fertifiate of AwharbAim 1567 THIS DWG PAL PARED FROM COHPU7ER INPLII (LLAOS S 0II4ENSIONS) SU6MIIIt(1 ICY 1RUSs 1(fR. (b54/U 5U5/K/C / ZLd9A,5 ( ) 1 Z L - III Top chord 4x.2 SP 112 N Hot chord 4xL SP #2 N Webs 4x2 SP #3 SPECIAL. LOADS ----- (LUMBER DURJ AC.-I.00 / PLATE OUR.FAC.-1.00) TC from 100 PLF at 0.00 to 100 PLF at 15.88 TC From 342 PLF at. 15.88 to 0 PIF at 0,00 BC from 10 PLF at 0.00 to 10 PLF at 5.90 BC from 10 PLF at 5.90 to 10 PLF at 23.08 Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 0-6-0 i T See ANSI/TP1 1-02 Sect I.5 for additional bracing requirements. Bracing material to be supplied by erection contractor. In lieu of rigid ceiling use purliris to brace BC @ 24" DC,. Deflection meets L/360 live and L1240 total load. Truss must he installed as shown with top chord up. (**) Plate(s) require special positioning. 1.5X4(R) = W=3X4 3X4= 3X4= 1 .5X4 (**) 3X4= W-3X4= W=3X4= sx4- 3X4= 1.5X4(R) 2X4III I I.. 0-10-0 1 4-0 �_. _L *8-0 0 23-2-8 Over Continuous Support R-181 PLF W-23-2 8 Note: All Plates Are 1.5X4 Except As Shown. (Copy 65470 5U5/R78 / 2289A.8 { ) 12E • FT7) Design Crit: TPI-2002(STD)/FBG PLT TYP. Wave C RT-1.10 1.25 10 0 7.20-0918.19 QTY:1 fL 1 E - Scale a.3125" ft. --WARNING** IRIISSFS REWIRE fRrRExf CAR[ IN FARNICATIDN, HANDLING. SIIIPPINO. INSTALLIND AND NR.A[ING. ANN CD ---TTAC L L 40.0 P S F R E F R OB 1 5217 .Cf[R TO RC5] 1.03 (DOILDIYO CNAPORL1II SArLTr IYf ORMAr10Rl. P"u T11L0 Dr IPI 11.USS IIA1( I1511tO1[. so) y (` IT ONDrAIN OR.. SOIT[ ZRY, IIADISON. UI 531$9) AND MICA (MOOD TRUSS CWNCIL OF ANFRICA. b)Do IYILRPNIT[ L1, (•�/ D L 10.0 PSF F DATE 0 2 / 0 6 / 0 6 wMISON. YL T3210) roR S,AFIII PRACIICLS TAT" TO I/RFORMI.6 f.[SI FRICTIONS. ..LESS OTMERNISL IIDICAI(.. YDP CHORD SIIALI NAYS P4"CALT AITACn(D SIRUCTOLIAL PANELS AND ROITOM CITOIID SHAFT NAY( A PP.PIRLY AIT&CNLD • ♦ •+ V Lam• R MIO CEILING. V� C �� BC DL 5.0 PSF DRW ncusa081 06037508 "'[HVUR rANT•^rVIIR I SII A COPE RI ❑Lis DESIGN GN ID INE IPSIAL4 A110. CDYIPALrM. ALf 1Nf FNE.1 .(F.ED �i Nol 21 -_ ALPINE iaoTCIS.s IN Cewn. SIM`NcE vNon BE RE LIST A., RGpDtI111PIRGFTLS1AIlINCY1fNeACI.G`OFRtlRUSS[S` *; s B C L L 0. 0 P S F H C E N G AK/AP II(s161 CONE (HEMS 1. FN APPI. IC ART.[ 1.011SIONS Of M.I IIIAIIDIA I. DI SIG. SPEC. RI AF 11A) AYD IP1. ALPINE C.NNECT OR PLATES A.L IU.DE OF 2DIIOn EGA (N,11/S/R) ASTM AM GRAD( 1.160 IN. RI.,SI GAIY. SIFk7. APPLY TATE OF TOT L D . 55.0 PSF S E O N - 16009 PLATES 10 EACH FACE Of IRUSS AND. TIME SS Or"MIS[ LOCATED ON I'll, DESIbN. POSITIDY PIN DNA.IYGS IEOA'2.AIII AIpIIuEnginxredProducta,lnc. nRAYINC..FINOICAI(S01 IACCFPIARCEIAIII OOIOPROF[SSIONALLENGINE(RIYGEPIS/DISIDIl1ITW501{Ir3FOR1111'IRUSSACOMPtlYII •(OR10t UDR.FAC. 1.00 FROM RNS - 19506'fxky Daw ...... ... '. SUITAR II IfT A11) 011 .1 1.11 [oMPONCa TOR AN' JIML... IS 1-1 Rf1....... FIT' DF ix[ --- - NRimcsCity, FL.13344 F R111L61NGDESIGN[PIFNANSII1111 SEC.2. �NAQ SPACING 24.0" JREF- 1$>rK081_R.53 FL Contlicate of AuLMfizolion 156E 0 (ills DNG PRf PARfD ERot9 COHPUIER INPU1 (LOADS & DIHENSI DNS) SUBMIIjot) BY IkOSS HFR. (0.010) )UJ/I(/6 1 L:09A, IS ( ) I Z L - F IL/) Top chord 4x.2 SP 112 N 13oI.. Chord 4x2 SP #2 N :132 4x2- SP 2400f ?.OF: Webs 4x2 SP #3 Max J1 VERT DEFT: LL: 0.61" DL: 0.28" recommended camber 3/8" In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Truss must be installed as shown with top chord up. 10 6 0 15" TYp• 4XB= 4X6= 4X4=- 0 6-0 - 1 1 6X6= 1.5X4(-*) 1.5X4(R) 2X4 III R-1262 W-5.75" See ANSI/TPI 1 02 Sect 7.5 for additional Gracing requirements. Bracing material to be supplied by erecLion contractor. Deflection roe ets L/360 live and 1/240 total load. (A") Plate(s) require special positioning. 24.75" 10 4-8 3X4-= 3X4= 3X4= 3X4= W=3Y,4= 4X4 4X6= W=H0308= 4X4= 3X4= 1.5X4111 1.5X4III 3X4=- 2-11-4 Over 2 Supports 4X6= 4X8= 4X4= W=H0308 = 4X6= 4X8= R-1248 1-4 0 8-0-0 �- 2 X 4 III (Copy-65470-51.15/1178 / 2289A,B ( ) 12E - FT6) Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave C RT-1.10 1.25 10 0 7.20.0918.19 QTY:3 FL 1 E Scale=.3125" Ft. ••wARNIN6•• TRUSSES Rivulet ENINENE CARE IN FABRICATION. HANDLING. SMIFIING, INSIAtEIMG AND BRACING. C L L 4 0.0 PSF R E F 1111 5111 R[It a 10 NCsI 1-03 (BUILDING COMPONENI SAIEIY INFORIA(lo.). IUBLISMCO BY TPI IT.USs "Ali I45111VIE. 503 O'DROFRIO DR.. SUITE Eno. MADISON. NI $3719) AND MICA (NODO TRUSS COUNCIL BE AMERICA, 63U0 (HIFAPRISC tn. T C D L 10.0 PSF DATE 0 2 / 0 6 / 0 6 MADISON. NI $3/19) Fee SAI11Y PeACIIC[S PRIOR TO /E RFORMOC. THESE FUNCTIONS. UNLESS NI ILL RN15, INOICAI[D. 1UP CHORD $—tt LANE PRW(OLY AITAC11E0 STRUCTURAL PANELS AND BOITOM CMDIID WALL HAVE A PROPERLY ATTACHED • � • � �"•J RIGID CEItINC. � , BC DL 5.0 PSF DRW HCUSR081 06037510 •A IMPORTANT—tuRNISM A C011 Oi 11HIT DESIGN 10 ill[ INSIAIIAIIO. COMI.ACTO.. ALIINE .....1'., �' C 5 12 PRODUCTS. INC. SMAII No R[ a"PO..I.t 10. A.I .'VlA1ION L.BM TMIS DESIGN: AMY FAILURE ID BUIIA In B C L L O . O / P S F H C - E N G AK/AP L ALPINE TRUSS IN COW VRM.NCE .1.11 111: DR TABRICAIING. IARDtING. SNIIPING. INSTALLING A RPA[IbO Of TRUSSES. BE SIGN Co■FmNS .11" wIPI.ICABIE PRO9ISIDNS Of NDS (MAIINNAL DESIGN SPEC. BY AFTIA) AND VI. ALPINE TOT . L D . 55.0 PSF S E Q N - 15992 R E V CDNN([TO! PLATES AN MAUF Of In/10/1"A (N.N/S/NI AS$" A633 GRAVE 40/60 IN. C/N,SI GwIN. 5ICEL. AM, TATE OF ILAIES I0 EACH /ACE 01 le"SS A.D. MISS 01"ERNIS( LOCATED ON /HIS BE SILN. POSITION 11. ONAMINOS /60A T. Alpine I1lgineered Products, Inc. 1 ANT IMSP[C11DN NF IIAIES Po1lOMlU B, 11) BE PER ANN(R A] NF I.11-FOOF S1C.3. A SEAL ON IN IS �Cp R10Pf ' D UR . F A C . 1.007— S.,F ROM R NS q D�irc OR AYIYG IYD I[AI[S ACCTPIw.CE Of TROT tSSIPYAI fN41Nt1 RI MG R[SP DMSIBII IIY TD((LT 1'NR I1H[ IPVSS COMYDN[N1 yof TIGN S..NN. 1111 SUIIANILIIAND USE OF IDITI ......TOR A.N BVII BING IS YI11RESPONSIR1111, Nf IM( Rs • »•• \ SPACING 24. DJ REF - 1 S 4 K 0 8 1 _R b 3 "Siva City, FL 33P4 Nu1EDING DESIGNER It. A.SI/IPI I SEC. F. (/�/A9� FL cCniflcaLe of AliYDlixB W 0 567 ]HIS DWG PREPARED PR(iH WOOER INPUT )LOADS 8 D114(NsIoNS) SUGHIMI) OI 110S5 MIR. (654/0 5U5/R/6 / ZZUJA,B ( ) 1Zt - 1 19) lop chord 4x2 SP #1 Dense :12 4x2 SP 2400f 2.0f: Bot. chord 4x2 SP 2400f-2.01 AT 4x2 SP 1/1 Dense: Webs 4x2 SP #:3 SPECIAL LOADS - (LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.=I.00) IC from 100 PLF at 0.00 to 100 PEE at 22.81 BC From 10 PLF at 0.00 to 10 PLF at 22.81 1C 693 LB Conc. Load at. 18.25 Deflection meets L/360 live and L/240 total load. (**) Plate(s) require special positioning. 15" Typ. 5X8= 4X6= 060T- f - 10 6-0 4 X 6 =- W-3X4= I 1 4X6= W=H0312= 1.5X4 (**) = 5X8= 1 .5X4 (R) 2X419 R-1388 W-5.75" 4X6= 24" 1.5X4 N See ANSI/TPI 1 02 Sect. 1.5 for additional bracing requirements. Bracing material to be supplied by erection contractor. Max JI VLRT DEFT_: 1_L: 0.71, DE: 0.25" recomme.ncled camber 318" In lieu of rigid ceiling use purlins to brace BC @ 24' CC. Truss must be installed as shown with top chord up. 2-9 0 4.54" 1.5X410 1.5X4111 W=3X6= 2-11-4 Over 2 Supports 4 X 8 =- 6X6= 5X5= 5X8= 1.5X4111 W=H0312= 4X4(**) 10 5X8= 4X6= 5X10 R-1814 1-4-0 8 0-0 1 Plates Are 3X4 Except As Shown. (Copy-65470-5U5/R78 / 2289A.B ( ) 12E F14) Note: All Design Crit: TPI-2002(STD)/FBC Scale—.3125" Ft. PLT TYP. 20 Gauge HSIWave C RT-1.10 1.25 10 0 7.20.0918.i9 TY:1 FL 1 E ••WARNJUG•• 1RVSS(S RfOO12E (RTREME CARE IN FANRICAIIDx. MANDLINO. 5MIPPING. INSTAIIIND AND BRACING. T C L L 40.0 P S F R E F R O 8 1 5219 N (FIR itl OCSI 10) (BVILOING COMPONENT SAFEIT )NFORNATION). PUBLIS111D RY IPI (!BUSS 11 AI! INS111U 1[. SNS D'BNDl R10 DP.. SYI If IDD. NADISOM. YI S)I19) AND PICA IN.TRUSS f.DUY[IL Of AMC RICH. GlDO [Nit XfPISE LN. YYl[SS OIt/[RYISf IYDICAI(0. O �• , •SA' T C D L 1 0 . 0 (� P S F DATE 02106106 MAD/SOY. NI 5l.15) FDR f.rEIY PRACFIC(5 PRIOR 10 P(RrORNINo 1NtSt V VCTIOxS. IOP C. SNAIL NAVE PROP(Rtr ATIACIICO STRIFCIVRAI. PANELS AND BDITOM CHORD SNALL )IAVE A FROPt Ittr AITAC"IO RIGID C(ILING. :�``Cj •q BC DL 5.0 PSF DR14 NCUSR081 0603751S t„P �:� 1 IMPORTANT—FYRNI su A cSPr of EMS DESIGN 10 IDE INS ULLAVION CONIRACTIW. ALPIx['NGI N[[RED ID INC No. ( L 12 B C L L 00 P $ F H C - E N G AK/AP ALPINE PN MIFC IS. INC. SNAEI Y01 YL R(510xSI5l( FOR ANT DIYlAi1pN FROM IMIS DESIGN; AMY 1AIt V. RIGID IPYSS 1■ CONF pIWAN([ NI 10 IPI: OR FAONICA/ING. ILA RBIING. SHIPPING. INSIAII ING L 5R ACIDG Of MUSS', Ar DESIGN CONFORMS VI1M APPl1CA8LE PROVISIONS OF DO$ rMAIIORAL DESIGN SPEC. Or AfSPAI AND rPl. µPIN[ i T 0 T. L D 55.0 P S F S E Q N- 16017 COMMECIDR PLIES ARE t PE OF IO/1Y/16GA (V,N/S/C) ASt" A65S GRADE 40160 (Y. R/x,S) GALY. 51IF1. APPIt 11Y DNANINGT 160A 1. , STATE OF / ---- PI.AT[S 1GCEACH IACE 01' IRUSS AND. UF/LE55 DTN(RYIS/ LOCAIE0 BR 11111 DE 516N. IDSI1101 AMr I.';'[11UN Df PLIES FOlIONED BY (1) TIIA1, BC P(R ADOFR Al 0! 1PII IDDI SFC.I. A SEAL ON FNIS .• OUR . F A C . 1 0 0 F ROM R N S Ine odu Alpine Falgineertd Products, ^r^) • fWats City, FL )lam FL Cenificee of AIR6Drifl m 0 561 DRAWING INDICA,(S AF.CEII 4C[ OF PROFESSIONAL ENGINEERING RESPONS1911.111 SOLELT FOR IIIE IRUSS COMPONENT DCSIGM S1N)YR. luf SUIIABIl11Y AMO YTE M IMIS CDMPDNUI f0P ANY YUIIDIpG IS T11( RISPONTIBILI(l M iNE PUTT DI NG DESIGNERPERANSI /111 , SEC. 1. 14 9P, • f7. f ` SPACING _ 24 O" JREF - 15�K081_R63 fit IS DWG PREPARED FROM COMPOI ER IRPUI (L DADS & OI ME NSI ON S) SOON I"LE) OY TRUSS NIR. (bS9/u Jub/f<Ib / CCIS7A,t) ( ) 14L I i I I Top chord 4x? SP #2 N :12 40 SP #1 Dense: But. chord 4x2 SP 2400f 2.0E :112 4x2 SP #2 N: Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.41" Dt: 0.20' recommended camber 114" In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Truss must be installed as shown with top chord up. (**) Plate(s) require special positioning. 0 6-0 10-6-0 15" Typ.t 4X6= 1 .5X4 (R) = 4X6= 3X4= W-3X4= 4X6= 4X6= 3X4= 1.5X4(**) 2 X 4 IiI 3X4= 3X4= 3X4= 1.5X411 See ANSI/TPI 1 02 Sect. /.5 for addit.ionai bracing requiremenl:s. Bracing material to be supplied by erection contractor. Deflection meel.s L/360 live and L/240 total load. 26" T2 2X4III 4X6= 10.8 4X4= 4X6= 1-4 0 0100 800 4X6= W=H0308= 4X4= 4X6= 3X4= 1 .5X4 (R) 19-6-8 Over 2 Supports R-1066 W�-5.75" R=1058 W�3.5" (Copy 65470-5U5/1178 / 2289A,B ( ) 12E FT1) Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge IiS,Wave C RT-1.10 1.25 10(0 7.20.0918.19 OTY:B /FL 1 E Scale =.375" Ft. AANAII NGA• INUSS{S R10UIRE IRtRfW CARE IN fAORICAIIDN. NANDIINS. S11IPrING. INSIAITINL AND NI.CING. �. /.O. T C L L 40. 0 PSF REF R 0 8 1 5220 I(f(R ID NCsI 1 01 (RDILUIN4 COMPIt NI SATrtI Ipr DftOAt10N). ftlAllS"ED AI IPI (TRUSS PIAIE INSIITU IE. SB1 �L/ [� D'O»O(R10 ON_ SUITE too. MADISDN. YI SD)I1) AND YICA (MOOD 1INSS [OUYCII Or nM[R1CA. b]DU ENIEAPRISF LN. , T C DI 1 V . 0 P J F DATE 02106106 nADI SUN. wl S))IN) I. SAfEIY PRACTICES rR1AA TO I(NTOIMIMG IN[SE ftlYC110NS. UbIf SS OIMERYI Sf INDICATED. `• •• •+ L IDP CNDRD SNAIL NAPE IIDI4RIY AITACNFO SINDLINNAL PANELS AND ADIfO" I...D SNAIL HAYI A IROICIII Al1ACrlCO j� V �•PAA -- .IGID CIItING' BC DL 5.0 PSF ORW 14CUSR081 06037519 —IMPORTANT—FURNISH A COPY Or IMIS DESIGN 10 TO[ INSrAttAIIDN CONTRACTOR. AIII11 ENG1NEfNIO •= BC LL 0.0 PSF HC-ENG AK/AP ALPINE PNOOUCIS. U1 SMALL 1111 B( 11110.11011 TO. ANY DII.A110N IN. 11115 UE514N: ANT Fir IT 10 AUIID 1H[ . TRUSS IN COME ON",Uicl YIIN IPI: ON FABNICA111I1, NANDIING, SHIPPING. INSTALLING { BRACING or IRUSS[S. Dr51LN [O1fORMs YII11 APPIIC+BIF PROVISIONS Or NOS (NwfIOIAL PfsI4N 5P((. BY Ari1A1 AND lll, nLPlnf . .SA•�aTl` ^ T 0 T . L D . 55.0 PSF S E 0 N - 16019 CONVI CT DR PI Ar IS At[ MAD[ Of 7D/IN/1" (Y. N/5/K) AST" A111 GRADE .0/bD I.. K/N, S) GwI Y. Si EEL. AIPIY STATE �J_ ILAIES to 1AC11 f.CF Or TRUSS AN.. "t(SS orf1ERN1 SE IOCAI ED ON 1.15 D(SIGY, PDSIIION PIN D.A.I NGS IbOA L. — ANY INsr(cIIDN OT ILArIs f01CI-ID AY U) STULI DE III A1NCI Al Or "It -POOR SIC.). A sCAI DN 1N15 .,FP OUR . FAC. 1 . DD FROM RNS Alpine Fltgitlecrcd Products. Inc. BRAYING INDICATES AC AN Of IR OfC SSI ORAL lNG1.11I I" RESPONSIBILITY SOIELI fOR TUC IRU55 COMPUNI Nl .- f95G MAfley QfdVG Of SIGY 511DYb. 111E SUI1wA 1l ITT AN USE Of fills CD ONCNI Fort ANY AUIIDING IS ix[ R[SPOYSIAII IIY Or TIT[ (r �A� � lbium Ciy,FL 11844 AunDl»G DT51GNfrt If. ANSI/tPl I St1. 2. M W ~~. SPACING 2 4, 0" J R E F- 1 S 7 K 0 8 1 _R 6 3 FL Ca6fxllx of Al¢6D1/7Atim 1567 TIIIS 0F16 PREPARED FROM COMPUTER. INPUT (LOADS L DIHENSIONS) SUBMIT'" By TRUSS MFR. (bb4/0-5115/K/b / LLISNAj', ( ) ILL 1 14) Top chord 4x2 SP #2 N :12 4x2 SP #1 Dense: Bot chord 4x2 SP N2 N :B3 4x2 SP 2400f 2.01_: Webs 4x2 SP #3 SPECIAL LOADS --(LUMBER DUR.FAC.-I.00 / PLATE DIIR.FAC.-1.00) IC From 100 PJ at 0.00 to 100 PLF at 19.29 BC - From 10 PLF aL 0.00 to 10 PLF at 19.42 IC 533 LB Conc. Load at 18.13 Deflection meets t./360 live and 1-/240 total load. (**) Plate(s) require special positioning. 1.5X4(**) = 4X6= 0-6-0 1.5X4(R) A��6X6 3X6111 10-6-0 4X6= 3X4= W=3X4= 3X4= W=3X4= 5X5= 4X6 = See AN•,SI/1P1 1 02 Sect 7.5 for additional bracing requirements. Bracing nEater ial to be supplied by erec1,ion contractor. Max Jf VERT DEFL: II: O.:iS" DI-: 0.19" recommended camber 1/4" In lieu of rigid ceiling Use purlins to brace BC @ 24" OC. Truss must be installed as shown with top chord up. 24" 2-9-0 4.5 3X4 (**) = 1 .5X4 111 3X4= 12 .1.5X410 4X4= 3-11-0 4X6= 83 4X4= 3X6 III 3X6 11 5X5= 3X6 11 5X5= 6X6= 2X4111 1.5X4(R) -L T 1-4-0 0 10-0 *8-0 0 8X10= 4X6= 19-6-8 Over 2 Supports R-1562 W-3.5' R-1094 W-5.75' (Copy-65470-5U5/R78 / 2289A,B ( ) 12E FT2) Design Crit: TPI-2002(STD)/FBC C RT=1.10 1.25 10(0) 7.20.0918.19 4TY 1 E Scale =.375" Ft. PLT TYP. Wave •.WARNING•A TRUSSES REOUIMF FYIRINE CAME 11 FABRICATION. HABDLIMG. SNIPPING. INSIIt114G AND BRACING. ry� T C L L 40 . 0 PSF REF R 08 1 5221 AR 10 MC S Pill.1.01 (NU ILOING CONVONf MI SAf LTT 11l OR.AIIONI. PD011511ID MY IPl (TRUSS K AIE I's -If. SM3 O L D'OMOIRIO DN., SUIT( 200. NA01101. .1 111111 AND .ICA (.ODD ,MET CUUMCII. OF AMERICA. 6300 EN:EAPAISE IM, THESE /UNCTIO.S. UKf$$ .1.EN.ISE INDICAILD. • ! D L L. 1 D D PSF F DATE 0 2 / 0 6 / 0 6 HA D.SO.. MI S1119) FOP SAlf.T PRACTICES 'PLO. 10 ILAIOMN ING WP CHORD SHALL HAVE PROIIRIT AIIACNED SIAUCIURAI PANELS 4.0 MOTION CHORD SNAIL HAVE A IROY(Rlf AIIACNEO •�`Cj • i� ---' LE [LID C(IIING. ` • C L 5. 0 PSF DRW HCUSR081 06037523 "• AIPIMI ENGIMEIRI �� SV No. 2 •� IHPORTANT••IuR11so A CDrY OF THIS DESIGN 10 INL IRSIAL(AIIDN CONTRACTOR. f0R DEYIA1101 fRON INIS DESIGN: ANT TAILOR, IO UDilp INE L L 0 . 0 PSF H C - E N G AK/AP ALPINE PaODucn. I F. sxATI NAT M[ R[SPOMSILLf ARY 1."s 11 CD.FDRIfAMCI .,III IP1: OP FARIT,CAIIN6. MAYDIING. SNIrPING. INSfAILING f RPAtIM: Of IPUSSfS. L DESIGN CO.iORN$ MIT. APILICARTE PROVISIONS Df NOS (.AIIDNAL 011111 IF11. DY AT IFA.0 .PI. AIPINE 1� P $ F E 0 N - 16022 '0..PLAITS ART MADE OF 16/10/166A (M.M/S/K) .1. A.13 GRADE MO/60 (.. K/11. 5) GA I.Y. S1(E1. APPLY TATE OF 0 T L D 55.0 $ II. AIES 10 LAC. TICE OF IRUSS AND, UNLESS DE NTRMI SE 'CA!'. ON THIS Df SI GN. IOSITIOY 11. D.A.INGM 16DA-E. ANT IN6rTWO' OF 1EAr[f f0'1.1 SY IT SRAIt ME PER AITNEK A] Of 'PIT toDr SLC.). A S[Al ON I1TIS DUR FAC. 1.00 FROM RNS AlpnleEalginetredPFo�ucis,lllc OR A.ING IMUICAIFS ACCEIIA N[1 Of PROFESSIONAL ENGINEERING RESPORSIBI(IfY SOLELY FOR INI TRUSS [ON➢DNI Mf • ••�O��Q ; . _ ��dP 1950 ►arky 8NIYc HRIRes CNy, FL 33844 DESIGN S.D.M. T. SolIAMI(IIT AND USE Of THIS CO-1-CU1 I" ANY 601101-6 IS I.L Pf SP OYSIOIIIIT 0f INL BI111D1-DISIGME. PER ANSI/IPI I SEC. 1, •. Y71M Al ••- SPACING 24.0" JREF- 1SVK081_R'63 FL Catific* of AWWrizalim 1567 {{Y// (61.470 51)5/R78 / 2289A,6 ( ) 12L F13) top chord 4x2 SP #2 N 130E chord 4x2 SP #2 N :131 40 SP 24001 2.01,: Webs 4x2 SP #3 Max JT VERT DEFt.: U : 0.34" Dt: 0.16" recommended camber 1/4" In lieu of rigid ceiling use purlins to brace BC @ 24" OC. truss must be installed as shown with top chord up. (**) Plate(s) require special positioning. 15" Typ.i 4X6= 1.5X4(*) 0 6 0 F 6X6= 1 . 5X4 (R) = 10 6-0 3 X 4 =— W = 3 X 4 =— 3X4= 5X5= 131 04= i HIS DWG PRE PAR[U IIt0H C0100IER INPUT (I.OAUS 8 III RENS10I15} SUa141IIEE tfY IRUSS f11R. Sec AIISIjTPI 1 02 Sect. 7.5 for additional bla-in9 Iequirenlents. bracing material to be Supplied by erection cofltrar.t.of Deflection meets 1_/360 live and I/240 total load. 24" ( 2 9 0 3.7�" 2.10-8 3X4= 3X4= 4X4= 4X4= 4X6= 4X4= W-3X4= :5X5= 6X6= 18-5-4 Over 2 Supports R-1007 W-5.75" Note: All Plates Are 3X6 Except As Shown. (Copy 65470 5U5/R78 / 2289A,B ( ) 12E - FT3) Design Crit: TPI-2002(STD)/FBC C RT=1.1D 1-25 10(0) 7.20.0918.19 PLT TYP. Wave "W.ARNING•" 1NUS5(S N[DUIRE 1ATRINE CARE IN fABAICA110N. HANK ING. SHIPPING. INSIAII ING AND BNAC ING. RIPER 10 BCSI I O) (A 1)IL DI NG CONpONE NI SAIEIY INf ORNAf10N). PUflL1SM[D BT /PI ([RUT$ II AIf INT111VIE. SR] �• p'DN DfR10 THE_ SUI 1( t.o. NADISOR, YI S1I191 AND MICA (NDPo 1RU55 CUUDCI! DI ANERICA, 630V EMIT RPRI SF lV. PRACIICIS IRI OR 10 I[REORNIMG .NE Sf .URCTIDRS. URLCS$ 0111[RNI S! IRD ICAIED, YI• .ADISPN. "1 617191 FOR SAI'f1Y I/P111LI A1IAC NCO SIRDCIVRAL IA N[l5 AND BD11pN [IIOAD 311A11 xAY[ A IN OI/AlT All A[N[D ' 101 CIIDRD SOIL/ HAY1 A IGIO CEiI ING. ' : N ""IMPORTANT"YURNISH A COPY Of THIS DESIGN 10 [TIE 1NSIAlLAT10N CONIRACIOR. ALIINL MINE( "O• ALPINE IAOVUCIS. INC. SMALL NOl BE RES"VSIBIE fON ANT D(YIAIION fRDN TNT$ DESIGN; AMY IA1llIRC TO RVI1U N[ 111: PR fA81 i[A11NG. )UROL IND. $t11 PI1NG. IRSIALl IY6 S BRACING Of INV" S. iRU55 IN CONE OANARCC NIIH ORMS YIIN A-LICAVIE IR OY ISIORS BENUS (NAIIDN At DESIGN SPEC. BT Af AIA) ANO 111. Alp E S D[S16R CONE MAD[ DI t0/IR/I6f (Y,"/S/KI ASTM A65] GRADE AO/GP (N, K/N. S) GALY. SI[EL. AP PL A ATE C ONNECT011 PLAITS ARE 1'l AtES 10 IAC11 PAC( OF -MASS AND. UNIT $5 OINERVISE LOCAI[D ON 1111% DFSIGR, PDSIIION ICA DNANINGS 16OA IM)S •.•N I P red P AIpI110E11gi1NxredPrO(luck,lnc. 1 1950 w.....t (�y7fj1,C �IR9ICSCNY,FL S!S'i4 FL Calikee of AINIIDIi2xim 1-%7 AYY INSP(CIIDO Of IEAIIS IDLIOYID BT (1) SNAII Of I[R ANNEI A] Of llll-20.2 SfC.]. A $C AI 1)N UXANI N6 IRDI f.Af IS ACC[ITARCE Of Ipoft E51"AL (NGINEERIRG RESIORSIBII. III SOLELI I" INI IRV55 IWO ENi D[TIGR SHDYN. 111E SOIIABII IfY AND US( OF IM IS CONPOY[NI FOR AMY BU Il01NG 15 ItIE R[SIPM$IO if llT Of TI1C BUILDING DI SIGNER PER AN51/TPI 1 5EC. t. 17 lO_R,Q.% " R-1007 T 1 4 0 8-0-0 _�— QTY:1 FL 1 E Scale =.375" Ft. p k r TC LL TC DL BC DL BC LL TOT.LD. 40.0 10.0 5.0 0.0 55.0 PSF PSF PSF PSF PSF REF R081-- 5222 DATE 02/06/06 DRW HCUSR081 06037524 HC-ENG AK/AP SEON- 16030 �DUR.FAC. 1.00 OM RNS rOREF- SPACING 24.0" 1SVK081_R§3 TN S DWG PREPAR(D FROM COMPUTER INPUT (LOOS d D114ENSIONSI su BITITTED BY TRoss REP.. ( ()tA/U-5I)S/K/0 / ZZbVA,IS ( ) IZV - AZ Top chord 2x4 SP 112 N Bot chord 2x4 SP 112 N Webs 2x4 SP t13 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. 4X4= 120 mph wind, 20.51 ft mean h9t, ASCF 7 02, CLOSFD bid(), located anywhere in roof, CAT II, IXP B, wind TC DI. 4.2 psf, wind BC Ilt-5.0 psf. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets L1240 live and L/180 total load. 4 X 4 (A2) — 4X4(AL) -8-0 23-4-0 Over 2 Supports R-919 U-289 W-4" (65470 5U5/R78 / 2289A,B ( ) 12E - A2) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.0918.20 ••WARNING•• TRUSSES REWIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AMO ORATING. II RETCH TO 0CST 1 03 (BUILDING COMPONENT SAFETY INFORMATION,, PUOLISHEO BY ITT (IRUSS PLAT[ INSIITUIC. 503 D-ONDf RID OR.. SUITE 200, MA.ISON. MI 11111, AID MICA (IDOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, -011 N. NO S3F19) TOM SAFITT PRA CI.CC5 PRIOR IU PERFORMING TMESC FUNCTIONS. UNL[SS UIMFRMIS[ INDICATED. "�A TOP CNORO SHALL HAVE PROPERLY ATTACHED SINOTIURAI IAMEIS AND ODIIOM CMORD SMALL NAYS A PROIENLY ATIACIIED P 11 N IGLU C(IIING. A •IMPORTANT —FURNISH A COPY OF TIIIB O[SIGN 10 111E INSTALL ATIOI CONTRACTOR. AI.PIN[ [NOINf CR �� 0 ALPINE PRODUCTS, INC. Shill NOT DE RESPONSIBLE fOR AMY DEVIATION FROM TNT$ DESIGN: ANT FAILURI ID BUILD L TRUSS IN F.OIIOMMAICf N1t11 1P.: OR FABRIC AIING. HANDLING, SNIPPING, IMSIAL11M6 6 BMAC IN, OF TgU3 $C Uf SION 100112MI NI1M APPIICABIT PROVISIONS OF NDS (NA710N. DESIGN SILO. BY AwA) AND IP,. ALPI CON11[CTON PLATES ARE MADE OF EO/16/I66A (M,11/S/K) ASTH AS$) DRAD1. 10/60 IN. K/H,S) GAL,. STEC1. APPLY i STATE PLATES TO EACH, FACE 01 TRUSS AND. UNLESS OTYEMNISC LOCATED ON THIS DESIGN, POSITION PER ONANIMGS 160AE. AlpuwBllgineeredProduces Inc.ANY IMSPECIION OF HAFTS FOLLOMEO FIT (IT SHALL ML PER AIME) A) OF FPII-2002 SEC.3. A BE AL ON 11115 .�/ Ine M.,C.,, (MTV[ f ORATING INDICAI[S ACCEPTANCE OF PROFESSIONAL (NGINEERING RESPONSIMIIITY SOLELY TOM THE IRUSS CDMPONEII V A•: O QI ^^! ...... I SIGN SHDNN. INC SUIIAB iI IIY AND USF OF THIS COMPONENT FOR ANY BUILDING IS M[ RESPONSIBILITY OF THE ,,[ A. Ibina Cily,fL 13944 BUILDING OLSIGNLR PER AISI/Tel I SEC. 2. .Bw MAfAQ 11-8-0 R-862 U-261 W-4" TY:3 TC LL 20.0 PSF TC DL 7.0 PSF C DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale-.3125"/Ft. REF R081-- 5223 DATE 02/01/06 DR W MCLISR081 06032898 HC-ENG GDL/AP SEON- 18729 FROM WEW JREF- 1S11KO81_R63 MIS DWG PR E. PARFO FROM COMPUIER INPDI (LOADS 6 DIMENSIONS! SUNMI f It I) Ni IRUSS III R. ( G5470-5U5/R78 / 2289A,13 ( ) 12E All ) 120 mph wind, 20.34 ft mean hgt, ASC[ 7 02, CI OS Bldg, located Top chord 2x4 SP #1(2 N lot anywhere in roof, CAT B, d II, EXP win TC -2 psf, Lind tic IK —5.0 Dt 4 chord 2x4 SP 2 N psf. Webs 2x4 St, 43 in lieu of structural panels or rigid ceiling use purlins to brace all Dead loads are stated on projected horizontal area basis. flat TC @ 24N OC, all BC @ 24' OC. Bottom chord checked for ]0.00 psf non -concurrent live load. Defiecl.ion meets L/240 live and '1/180 total load. 4 X 4 (A2) 1l_0 o 11-0-0 4X4= 4X4= 1 4 0 23-4-0 Over 2 Supports R-919 Um287 W=3.5N (65470-5U5/R78 / 2289A,B ( ) 12E Ail) Design Crit: TPI-2002(STD)/FBC C RT-1.00 1.25 10 0 7.20.0918.20 PLT TYP. Wave ••NARN196— IAUSSIS RE011101 11TREME CART IN FABRICATION, 11-OL In. SlItPPING. INSIAl111IM1 ANO BRACING, R EfEN 10 SCSI 1 03 (BUILDING CONPDUIR SAF (iY Ipf ORMAIIONI, PUBIISNEC 0Y 1P1 (INUSS ILAIE 1NS111VIk. SB7 O'Or0lR 10 IN.• SVIlf 200. NADISON, NI S]/19) AMD NI[A (VOW TRUSS CBtlNCII Ol AM/RILA, .10, 1N11 SIP IS[ IM, S ter• NAOISOR. YI 5]1191 FOR S.Lff 1I IRALIICES IR IDR 10 If Rf OpMING INf S4 FUNCIlONS. VN[f SS OI nF NYI][ irU ISIIO. ACHES . IP 1W ENDAD SNALL .All PNOICRIY AT1AC.I. SfP UC1UAAL IAN[li AND AB11OM CNORD SHALL 11AY[ A PROP(RIY At RIGID CEILING. i N •'� AA IMPORTANT`4uRtl15N A CYVY OF INIS O(SIGr 10 111E IIISIALLAIION f,04—CIOIL. AI PINE frGl"EIR10 fAIIUNl 10 BUILD EN[ 1.0000IS. INC. SNAEL No Bf RESPORSIBL[ fDN ARY D(PIAIION IRO" EN.$ DES)GN; ANY N AN AC INC OF '1R USSE S.. ; ALPINE IRUSS IN CONEORMARCF Yllt$ IF'; ON EABAICA/1p0. UAr0l 1NG• SNIPPING. IRSIALLIMG AMU III. AIPIN IM SIGN CONFORMS Y1111 APPLICA$LC PAOYISIDNS Of NOS (.Alto RAL D1SIGtl SPEC. 01 AFAIA) C OpN(C1on Pt AI(S ARE NADC DF 20/10/IDGA (N.N/3/1) ASIM ANB] GR A0/ AN/60 (r. N/N,S) GAL Y, SIf 11.. AIILY ON IMIS O(SIG N. PDSII ION IFS UAAUINGS ISOA 2. i PEAL TAT ILw1E5 IS tACll fACE O/ TRUSS A.D. UPL1S6 OI11f PNISC LM-110 AS'IPSIFLIIDN 01 PL A1fS fOLL01fI0 RY (1) 514t1 tlE PlN ANNE1 A] OF II11I002 S[C.S. A SC AI OM 11T15 ASAYI . ) O' Alpme Engineued.RroduM 1950 Allr Ly Dim 0y,n. 33144 inc.' NG INOICAIfS w[[[IIAMC( O' IB O1[SSl Opwl FRGI REERIYG RESIONSIBII IIY SOE[LY fOR iNl 1RU S5 CONPO f11 DESIGN S11OMN. INC SUITABIEtFY AND USE Of IRIS [UNPUNf AI FDA ANY BUII.OING IS IUf "S"UNSIOIL[!+ OF 1-1 DESIGNER PCR ANSI/IPI 1 SEC. 2. . Y .�� WRim FL Cati6Grs of AuCla6itaR BUILDING 8 567 1, 11-0- R-862 U-259 14=3.5" TY:1 FL/-/1/-/E/-/- T 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 m.3125"/Ft. REF R081-- 5224 DATE 02/01/06 DRW IiCUSR081 06032897 HC-ENG GDL/AP SEQN- 18728 FROM WEW JREF- 15V)<081_R63 Ili 1S DNG PREPARED 18O11 COMFUIER INPUI (LOADS A OIII( EISI DNS) sUBMil 1ED BY 1P.UIS IIFR ( 65470 5115/R78 / 2289A.,B ( ) 12L - A9 ) - Top chord 2x4 SP ',2 ti 120 mph wimi, 19.81 fL mean h91, ASCF / 02, CI,OSFD blci9, Located BoL chord 2x4 SP g2 N anywhee in roof, CAI II, IYA' B, wind 1C Lil 4.2 psf, wind BC DL 5.0 r Webs 2x4 SP #3 psf. Dead loads are stated on projected horizontal area basis. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 24" OC, all BC @ 24" Of:. Bottom chord checked for 10.00 psf non concurrent live load. Deflection meets L/240 live and 1_/180 total load. 4 X 4 =_ 4X8= 4 10-3 17-5-14 4X4 (A2) = ��Y kI 1 1L0 J,J) 9-0-0 R-919 U-280 WA3.5" 5-4-0 3-4-0 Over 2 Supports (65470-5U5/R78 / 2289A,B ( ) 12E - A9) Design Crit: TP1-2002(STD)/FBC PLT TYP. Wave C RT-1.00 1.25 /10 0 7.20:0918.20 "WA NIJIG*. 1NUSS(S R(OUIRf fjINFNC CARE IN FASNICA110N. 1UND11NG. SNIPPING. INSIALIIY6 AYD BRACING. Rf FER CO OCSI 1.O1 (OVIIDING CONrONENI wilt 1RFO AIIDY). PUYL16NtD DY TPI (INUSS PLAIT INS111011. 603 / p'DYOF [10 DR.. SUITE t00. NAUI SDN. Y1 SlilP) ANO YICA (YDOD TRtl SS COVN[Il Of AN[RIG, Y700 [NfkR/R IS[ L. F XADIS6N. Y1 SD/ISI FOP 6A" I1 PRACTICES IP TOR 10 I(Rf pINI NG In(SE Full II ONS. UNL[SS pll1E R415[ INDICATED. • ; I ` •� •.�• TOP ENORD SIIAII VAVE PRDIINLY ATIACNED SIIUCIURAI IANILS ♦NO D0110M CNOA- SIIALL NAVI A PROP[R1.1 A1IAf.11CD V L S R ILID C[IL ING. �S "I MROR TAUT* AFYRN1s" A COZY OF IMIS OCS16N 10 Fl- INSIALLAIIOY CONIRAC/OY. AI PI ME FNGI M(CAE N 12 ALPINE PNODpCl6. INC. SMALL NDI RESPOYSIDIF fM ANI D(YIArt DR (ROM 1N15 D[SILR: ANY IAICUX" YO Ytl1L0 FN S I RU SS 1Y CDNf ORNAYCE 411N fll: OR IADRIWING, NA40IIND. Sl11PPIR6. INSIALIING Y YR AF.IMO DF IR USS[S. i DESIGN CONE ORNS VI1N APII ICARIf IROYISIDYS OI NOS (NAI1DRAt DMON EIl[. DF A161A1 AMA lPI. ALPINE [OtlY(CIOR IlAiES ARE NAO[ OF t0/10/166A (N,11/S/K) ASIN A6S0 GRAD( A0/6D (11, K/N.S) GALV. SIE[(. APPLY i STATE OF ILAl's 10 (ACN FACE OF INUSS AND. UNLESS O14ER41S[ I. uCAf(D OY I1115 DESIGN. POSI(ION I[R ONAYI NGS 180A Y. AIPII>e EilBilretl� PfOdUCIS, TIN P ANY INSIECIION OF PLAI[S FOtLOEI(D 01 (11 SHALL 0E PER AW11 AG Of IPII tOOt W.O. A SEAL ON TNIS •�..1.,iDRAVI N6 I[DIC1'11 ACC(/IAYC[ OF PROFESSIONAL ENGINEERING YrSt.oslolti[V SOLELY FOR (NE TRUSS CONVONENI R f 1950 Morley Drive O(SIGN SIIOVR. IN[ SNIIAYILIIV AKD USI OF fMIS EMPONENT I" ANi 6UILD106 1S L"E RESIONE1611i1T OF fUf ••• t O7y--�O NNiINsOlY.F1, M44 NoILOING DFSIGNER PER ARsl/Irl I s(E, 2. ww s/n • 9-0 0 TY:1 R-862 U-253 W-3.5" FL 1 E - Scale s.3125" Ft. L LL 20.0 PSF REF R081-- 5225 TC DL 7,0 PSF DATE 02/01/06 BC DL 10.0 PSF DRW HCUSR081 06032896 BC LL 0.0 PSF HC-ENG GDL/AP TOT.LD. 37.0 PSF SEQN- 18727 DUR.FAC. 1.25 FROM WEW SPACING 24.0" JREF- 1SYK081_R,63 TH1S DWG PREPARED LRC14 COW UTER IH?LIT (LOADS K VIMl NbION5) �UDM1;0tV 01 I"''. ""- ( 65470 505/R78 / 2289A,13 ( ) HE - A7(; ) Top chord 2x4 SP 112 N -- Bot, chord 2x4 SP #2 N Webs 2x4 SP jj3 Dead loads are slated on projected horizonl,al area basis. Bottom chord checked for 10.00 psf non concurrent live load. Deflection meets L/240 live and 1_/180 total load. 3X8 (B1) 7-0-0 4X10= 120 n1ph wind, 19.34 ft'mean hgt, ASCI 7 02, CIOSH) bldq, Located anywhere in roof, CA1 II, tXP B, wind 7C Dt 4.2 psf, wind 8C 1)1-5.0 pst. In lieu of structural panels or rigid ceiling use purlins to brace all flat IC @ 24. OC, all BC @ 24" OC. j(1 hip supports 7-0-0 jacks with no webs. 2X4111 4X10= 9-4- 23-4-0 Over 2 Supports R-1780 U-544 W-3.5- (65470 5U5/R78 / 2289A,B Design Crit: TP1-2002(STD)/FBC PLT TYP, Wave C RT-1.00 1.25 10(0) 7.20 "WARNING— IRUSS[f tF0U1RE IIIR[N[ CARE 1N !AB[1CAt1ON, HANOLIYG. SHIPPING. IYSFAIIING AND BRACING, Rff[R ED BCSI 101 (BUILDING [D1IP DNLNT 5A!(1Y IN OPNAl10N1. PUBI ISHLO 6Y 1F1 ITRUSS II A1I INSTITUTE. SYS 11'ONOf RIO DR.. Sul/[ t00. MA SO., NI SS719T AND NI [A (Y00D TRUSS COUNCIL OF AMCP1[A. 6100 [NIFNVRISL to. IMDISOY, YI S3)191 FOR SAfLTY IRAC 11[ES I, TO If RF pRNING 11111E TURCT JOSS. ONE[$5 Ottl[RYISf IYOICA TEO. 10/ C.L. SNAIL NA11 IR OPERIT w"AC NED SiRVCTUR AI tANCt5 AND BOf I00 CHORO SHALL HAYL A PR0IERLY AT/AC111D SIDE 0 CEILING. • 114PORTANT•Af URYISN A COZY Of THIS DESIGN /0 THE INSf ALLA 110N CONTRACTOR, AI PIN( (NDIN1ER[ A L P 1 N E PN VDVf.TS. INC. flu{l NO1 0[ REfPONSIBI( TOR ANY DE91AI10tl FR DN 1"IF DESIGN; AN' /AILVR[ 10 DU 11.0 f MUSS IY COYf ORNA BC[ Nlfll IP1; ON FAOR ICAiING. NANVI IMO. SHIPPING. INSTALLING S YRAC IRG Of TRYSb[S. O[SION CONIORNS YI1N AIPLICABL[ IR091SIONS of RON (NAIIONAI OE f1GN SIFC. Oi AV SPA) A40 tPl. At 1Nf [OMM(C FOR PIA ffS or HADf OF FO/IS/11AA EY,11/S/Kt ASTN A03S GN AD( 90/s0 (N, N/M.ST GAT,. Srf (t• AIII1 PLATES 10 "" FACL Of TRUSS AND. UNLESS OWNYISE /OCAI[0 ON THIS 01S1GN. POSITION IER ORAYI pGL IbOA E. Alpine Engineered Products, inc. AYY IYf IE[TI00 Of PLAf(S FOLt"(D 01 E11 SHALL 0[ f(R Aor. AS Of 1111'EOOC SEC.). A SLAE ON THIS DRAWING INDI(AFES ACCEPTANCE Of PROF'f SSI0YA1 1NGINE [RING RC SI Otl 51Rll IlY SOII1T FOR IOF TRUSS COMPONENT 1950 Morley �vb - DESIGN SIIDYN. THE SUIFABIIIIT AM0 USE OF 1N15 [OWONCY/ FOR ANY SU1I.DIN6 15 W RESPONSIBILITY Of 101 11BIF1c(Ciy,K 33944 6111LOING OCSIGNIR PER ANSI/;PI I SEC. F. w No 12E - A7G) .0918.19 _- 7- 17-5-14 3X8 (B ) = R-1723 U-511 W-3.5- 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 TOTAD, 37.0 PSF DURJ AC. 1.25 ` 6 SPACING 24.0" Scale s.312511/Ft. REF RO81-- 5226 DATE 02/01/06 DRW HCUS11081 06032895 HC-ENG JEL/AP SEQN- 15834 FROM WEW JREF- 1S11KO81_R63 THIS 0IG PREPARED I901I CONIPUIER INPUT (LOADS b 1)1KOSIONS) SUBMITfIT) BY INUSS H1It. Top chord 2x4 SIT N2 N Bot chord 2x4 SP 112 N Webs 2x4 SII {/3 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non concurrent live load. 4X6(R) III 120 mph Mind, 20.41 ft mean hgt, ASCE / 02 CLOSfD b)dg, located anywhere in roof, CAT 11. LXII B, wind IC DL-:4.2 psf, Mind BC DL 5.0 psi . In lieu of rigid ceiling use purlins to brace BC C6 24" OC. Deflection meets L1240 live and L/180 total load. 3X6(A1) i 9A4tAZ) 11-8-0 9-10-0 11--919 U=287 W-4" `1- 9-6-0 23-4-0 Over 2 Supports — 11-8-0 4-0-0 R-862 U-257 W-4" +11-4-12 (65470-51.15/1378 / 2269A,B ( ) 12E A3) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT-1.00 1.25 10 0 7.20.0918. CITY: FL 1 E Scale �.3125" ft. -WARM INOA' TRUSSES R(OUIRE IRTRfMC CARE IR FAIR ICAIION. HANCEINC. SNIFFING. I.SIAI.11.6 AND ORACIN6. R(FCR (C ,E$1 I O) INUIIOING CDMPDNr,,T SAFETY INF ORNAIIONI. PURIISNID BY TPI (TRUSS PIA11 INSIllUlf. S03 NADIS....1RS?FIDIIFOR"S.FIISISON. III IR.CIICESSIRIWAND WICA IO P(OfDRMSDD TOM M4 1NES[ FUNCTION SNCIL r ulEitEfS 0 1. .. INOICAIFD. 101 END" SNAIL IUYE ......IY A".CITED SIR11[TURAL IANELS AND NOITOM CHORD SVALL HAVE A IROP(RlT ATIAF.NED N IGID (I IL"". L / • ♦ • A S 'A A� V `�; a t L L T C DL BC DL 2 0. 0 7.0 10.0 PSF PSF PSF REF R 0 8 1- 5227 DATE 02101106 DRW HCUSR081 06032910 H C - E N G G D L / A P ALPINE AlpnleEIIgiliGtftdProducts,ll>c. �IYI r1y1Y0 RT A Itona Cky, Fl, 739" " IMPORTANT - *FURRI5N A COPY OF THIS DIS16N TO 101 INSIALtAl10N CONIRACION. AI,..( (YGINECR[0 °"ODUCl6. INC. SIUII NO, RE 'ES...$lot( PDR ANY Df VIATIDN FRO. THIS DESIGN: ANY FAIL W( 1D .DIED 1NE TRUSS IN CONl ORHANC. .... 1P1: OR l.NRI'AIT�• HA NpEIND, SM 1111 NG. IRSIAII ING S R..CI N6 DF 1RV}SF S. DFSIG. CO.104MS NMI AMICABLE PROVISIDNS OF R0S IRATiDNAI OISICN SPIC, RY A!{IA) AND TI1. AMR( f ONN[GIOR PIAiES ARE .AD1 D! FOFIfl/1"A (N ,./3/NI ASIN A6S] GRACE 40/60 EN. RFN,ST GAT... sl(u . AM I ,E.1ES 10 EAC. FACE Of 14USS AND, UHIESS DIIIINNIS( IOCAT(D ON IOIS DESIGN. POSIlIOM YIR DRAVINf.S I60A 1. ANT INAP[C11DY DF PIA." FoIL"[D {Y (1) SNA11 RE 111 ...IT AT 01 IIII t00F SECS. A SfAI ON THIS 1, AN, N6 1MO ICAI[S M",PIA.C[ 01 PROFESSIONAL ENGINEERING R[SIObSIfl II IIY SOIEIY FOR INE INUSS CO.POb(tli O(SIGN SNUNN. INI SUIIA{II IfY ANC USE of THIS COMIO.E.I f.. ANY Bb E MG IS 1., RI SPUNSIbllll♦ 01 EN[ DDII DINE DES Gtl(R It. A.SIF111 , SET:. F. * i * t 3 AT w Q RVO �_R1 AA OR YY _ OF / '/ VD'' M [w`` V 8 C L L T 0 T L D 0 . 0 37.0 PSF PST $ E Q N- 18740 D U R . F A C . 1 . 2 5 FROM WE W SPACING 24.0" - REF- 1S4�K081__R63 THIS DWG PREPA.k ED FROM COMI'UIER INPUT (LOADS 6 DIMEN'o IGI4S) S0814111Eo BY IR.USS MIR. [ 1„•vv �u�/I;/n / ccnyH.ts ) Tu Ft'1 ) lop chord 2x4 SP y2 N - Bot. chord 2x4 SP (E2 N Webs 2x4 SP /;3 Dead loads are stated on pro,jecLed horizontal area basis. Bottom chord checked for 10.00 psf non concurrent live load. 4X6= 120 mph wind, 20.41 It: mean hgt, ASCL 7 02, CLOSED bl(iq, Located anywhere in roof, CAI II, ixP U, wind 1C DI 4,2 psf, wind BC 01-5.0 psf. 1n lieu of rigid ceiling use purlins to brace 13C @ 24" OC. Deflection meets L/240 live and L/180 total load. 4X4 (Al) % 4A4111 I - 9-10-0 1 19-8-0 Over 2 Supports R-789 U-244 W-4" _ 8 0- 9-10-0 R-720 U-221 W-4• 6 2 3 (65470-51.15/1178 / 2289A,B ( ) 12E - ALI) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C ..RT-1.00 1.25 10 0 7.20.0918.20 QTY:4 FL 1 E Scale �.3125" Ft. "WARNING" IRUSSSS •jOLIN( [NTRE)( CARE IN FABRICATION, HANDLING. SNIPPING, INSIAFl1RG AND 0NACtN6. T C L L 2 0. 0 P S F R E F R 0 8 1 5228 IIEI(R to SCSI 1 03 (BOIIDING Cow ITNEN) Will INFURNAIIDN). PUBLISHf° /V IFI (MUSS PIAIE INSIIIUII. SB] 0"°MOP R10 0R., SUITE POD. HADISON. NI 53719) AND NTCA (NODO IIUSS COUICII Of AHER ICA. ti)00 I:NIlN PR 11[ LN. � TI` D L 7 . 0 P S F DATE 02101106 NADISUN, NI S)119) FBI SAFELY FRAC11(ES W OR ID PE IFBRHIN6 THESE FDICIIONS UN, E SS HE HER SE" INOICAIED. ��P 1. I'VP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL FANELS AND 90TIDH CHORD SNAIL IIAYE A PNOPFRIY A1IACHEO . I�`vlr ••A ny R 1010 CEILING. ` C 8C DL 10.0 PSF DRW MCUSR06f 06032912 �yS '•IMPORTANT ^FORNI$M A CPPY OF THIS DC SI6I In RR INSiALl All OM CONTRACTOR, AI II Nt ENGINEERED •S• ALPINE PH DUCTS. INC, ;HAIL LID1 BE IISPONSIBIC fON ANY 0[VIATIDN FROTI THIS DESIGN: ANY tA1LURE To BUILD THE 1 BC L L 0.0 P S F H C - E NG GO L / AP — f--- TRUSS II TORT DNNANCE HE H III: DR FABR IC All N6. HANDLING. SHIPPING. INSIAtt LNG E BRACING Of IR VS S(S. * : 1 1 CONFORM WITH 111AHE OfN18/18//16GAR V.H/S(C) ASIR A65) GRAOEINAIIONAt NSPEC, BY 40/60 (R. [/M•51 GALRV- to ET. �..1YE i 7� f 9{ T 0 T . L D . 37.0 PSF S E Q N - 18742 FI ATE$ 10 EACH FACE BE IROSS AND. NNt(SS o(HIINIS[ LOCATED ON II115 O(SIGH. POSIIION Its DI ANENGS )ABA-E. S ATE OF J Alpine Ell ilN ered Products, Inc. ••' IRStICTION BF ILAIES 101LDNE0 BY (u SDAtI BE PER ALLIES A) OF ME 2002 SEC,1. A 5l Al °"'HIS �Ofl1�P ` DUR. FAC . 1.25 FROM WEW — p g DRAWING INDICATES ACC(PTAIICf OF PRIHFSSIDNAL ENGINEERING RESPONSINII III SOLELY FOR THE TRUSS C—'DRIRT _ 195OAIrIryDyTYt F DESIGN SHONR. INS SUITABILITY AND USE DI THIS EOHPONLNr FIR ART BUILDING IS IIIE RI$PO"SIBltI)Y DT IIIE i I .c IIBi=0Iy,FL 33844 BUILDING DESIGNER FER A"51/1PI 1 SEE. Y. `fy'_ SPACING 24.0" JREF- 1SYK081_R63 FL CMifX1W Of AN AMMiOD 0 567 T 1115 ONG PRE PAIL ED IROM CDM(lu If INPUI fI. DADS d D114t: NS IONS) SUBM1 TTfD BY TRUSS MF P.. ( b39/1)-bUb/K/0 / fztl7/L,15 I ) lcl. - /5D ) fop chord 2x4 SP #2 N 13ot chord 2x4 SP #2 N Webs 2x4 SP h3 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non concurrent live load. REFER TO DRAWING IICUSR081 01306184 b 241 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED 10 TRANSFER ALL HORIZONTAL WIND LOADS INTO 1HE ROOF AND CEILING 01APHP.AGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. SEE OWLS TCFILLF.RI103 AND BCFILLER1103 FOR FILLER DETAILS. LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 24" O.C, INCLUDING A LATERAL BRACE AT CHORD ENDS. 04 (R) Ili 4X4(A1) 120 mph wind, 20.41 it mean hgt, AS(t 7 OZ CtOSFD bldg, Located anywhere in roof, CAI 11, f:XP 11, wind 1C DI-4.2 psf, wind 13C DI-5.0 psf. Gable end supports B" max rake overhang. The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. + Member- to be laterally braced for horizontal wind loads. Bracing system to be designed and furnished by others. Deflection meets L/240 live and 1_1180 total load )OF PLANE (B1) 4X4 (A2) 17-4-12 11-8-0 8-0-0 9-10-0 9-6-0 0-a10 19-8-0 Over 2 Supports R-783 U-243 W=4' Note: All Plates Are 2X4 Except As Shown. (65470-5U5/R78 / 2289A,B Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RTa1.00 1.25 10(0) 7• " WARNlR6•• TRUSSES REWiR( MEIJI( CARE IR FADR IEAIIDN. NANOL/NG. SNIPPING. IMSfAl If N6 AND BRACING. NEAR 1Y 1CS1 L`1 (BUILOI$4 COMI.UN(111 SAff 1Y IUINRNA/ION). POSLISNED Or IPI (TRUSS PLAT[ INSIIIUfL. 583 11'PMO1 NItl DN., III", 10U. ".ISUN. NI S)/19) AND III" (WOOD TRUSS C6UNCIl OF AMERICA. 6100 FNI[RPRISE LN, NAU160Y. YI fO)Ifl FIR 6Ar Ef, FNACIICES PR/ON ID P[RFORNING 1N[S[ IUBCIIDNS. UNLESS DINERWISE INDICATED, I" CNOND SUALL HAVE PROP(All AIIACN[D SIRUCIURAI PANELS 400 P01/DM CMDRD SNAIL NAVE A PROPENIT ATIACHCO RIGID COILING. "IMPORTANT••FIRNISD A COPY 0( 1415 DESIGN 10 IMf INSIAL L ATIDN CORfRAC10R. A1PIM( ENGINEERED ALPINE IRODOCTS. INC. $11AL1 NOI BI RE Sr UNSIBIE FOR ANT DEVIA/ION IRON IRIS Df SIGN; ANY rAII YNI 10 OU ILO 11If HANDLING. SNIPPING. INSTALLING C DRAl m Of IR U 55[S. TRUSS IN CVVYD.WANC( VIT11 Irl: DR IAORiEAIIWG. All 5I GR EDU1 5 NIIH A/PIICABIE IR°VISIDMS Of NDS (MAFIORAL DESIGN $P[I. BY AIIIA) AND Ill. ALPINE CON$ICION ,LAMS ARE MADE OF 20/1D/164A (N.N/S/C) ASIN A65) GRAD( R0/60 IW, R/R.SI GAL,. S1(El. AITIf PLA115 10 IAC11 /ACE Or INtl55 AND, DNIESS OINFRYI SE LOCATED ON 11115 DESIGN, ,051110M PEN DRAWINGS 160A I. p ANY IMSP[CI, ON 01 IIAIES 1O1l0VID BY 11) "All BE PER ANNEY A) Of IP11 101* SEE.). A S[AL ON INNS C� _,I Alpnle E11ginCCfCd Produces h1c IRA4ING INDICA f ES ACC, PIANCL Of I%"E". DRAT 1N4I11EERIMI: RE SPUYS161111f SDIEIY IDR INl MIS COMIONIDI 1950 marks 4N,6 O HRIDLSf tyJL 33944 Df51LN SI1WN. 1N1 5U11ASILItl AND USE OF 11.15 (OMPDYE$1 FDA ANY BUIIDIMG IS IN( 9ESPONSIB11111 OI 11IC ROILO1NG DESIGNER PER ANSI/IPI I SEC. 1. w - R-726 U-219 W-4" ) 12E AS) 20.0918.20 OTY I FL 1 E ...�� TC LL 20.0 PSF ,A4,P S TC DL 7.0 PSF No. BC DL 10.0 PSF yrr i * yrr i BC L L 0.0 P S F .osA STATE OF , TOT.LD. 37.0 PSF �S ORIDP'� DUR _FAC . 1.25 SPACING 24. 0" ?GIYk116 6-2-3 Scale a.3125"/Ft. REF RO81-- 5229 DATE 02/01/06 DR W HCUSR081 06032909 HC-ENG GDL/AP SEON- 18739 FROM BTB JREF- 1SYK081_R.53 L[ 11 111[ / 99(InA 1:) f I IIt - DI 1 THIS D1:G PRFPA.RFD FROM COHPIM9 INPUT 11. DADS b DIMPISIONS) SIIDMI T ILD BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Dead loads are stated on projected horizontal area basis. Gable end supports 8" max rake overhang. 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. Bottom chord checked for 10.00 psf non -concurrent live load. REFER TO DRAWING HCUSR081 01306184 $ 241 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALI. HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. 4Y,4 = nn A INr CY[TFM If) RF Af ClrNfD AND FURNISHED RY 011IF RS. 120 Inph wind. 19.95 ft mean hgt, ASCA 7 02, CLOSED bldg, Located anywhere in roof, CAI II, EXP B, wind TC OL -1.2 psf, wind RC DI-5.0 psf. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets L1240 live and L/180 total load. NOTE: THE SEAL ON THIS DRAWING IS ONLY VALID IF THE BUILDING DESIGNER (JAMES CANTWELL, LICENSE #AR12079) TAKES THE RESPONSIBILITY THAT THE STRUCTURE MEETS SECTION 2313.4.2 OF THE 2001 FLORIDA BUILDING CODE AS FOLLOWS: "2313.4.2 CATHEDRAL ENOWALLS. GABLE ENOWALLS ADJACENT TO CATHEDRAL. CEILINGS SHALL BE CONTINUOUS FROM TILE UPPERMOST FLOOR TO THE CEILING DIAPHRAGM OR TO THE ROOF DIAPHRAGM." 4X4(A2) = 4X4(A2) = 9-10-0 R-783 U-239 W-3.5" 19-8-0 Over 2 Supports 9-10-0 Fl R-726 U-212 W-3.5" 5-3-3 Note: All Plates Are 2X4 Except As Shown. (65470.5U5/R78 / 2289A,B ( ) 12E - 81) PLT TYP. Wave Design Crit: TPI-2002(STD)/FBC C RT-1.00 1.25 10 0 7.20.0918. INTY:1 FL 1 E Scale-.3125" Ft. ALPINE AInN EaT inecredProductt,LY. p g t950 13tro0 ^'^'^! limium Cuy,FL M4 ••YARNING*• TRUSSES REOUIRI (TINIME CARE IN rANRICA11011. NAMING. SNIPPING. INSIAtI111G AND DRACING, IIEI(N IV BCSI I.D) (8tl1101 RD COMONE"S SArEIY INPDR FION). PUAEISN(D OF IPI (TRUSS PIA/E INSTITUI(. 683 D'DNOFNIO DR., SUITE ENO. MADISON. 111 61119) ANO MICA (MOOD TRUSS COUNCIL OF AMERICA. 6300 IMTERPRISE Lot.NN NADISNN, "1 $11111 IN SAFE', PNAC/tc,s PRI°R TO PENrORNTN6 wst EUNCt10N5. UNLESS OtI1EN"ISE INOICAIfD. PUP [..*0 IIIALI NAY[ PR OPE RIS ATIAC"[0 S1RUCfVN AL PANEIS AMD t.I". C."INAl 1. NAYT A IRDP/RIY A11ACMf0 RIGID CI.L106. •*INPORTANT*gDRNIs" A COPY 01 IIIII OESIGN 10 IRE INSFAIEAIION CONIRAC7UR. At PIN[ ENGINE[ D PPODUCIS. INC. SNAtI Rtll RE RESPONSIBL( )ON ANY DIYIATIDN INDM 11.15 DESIGR: ANY 1vILUN1 f0 W1L0 NE T RUSS IN CONE ARMANCI. Ml fit IP1: OR fANRIC.IING. FF.*OIING. SNIPPING. IISTALLIME, A BRACING Of /NU SS DESIGN CONE DNNS 111M APPL1CAU11 PNOY,StONi Of NDS (NAT1DNAl DESIGN SPEC. N1 AFAPAI ARD IPI. ALP1 r nN N[[lOR PI APES ARE NAVE OF E0/18/166A (M.N/S/K) API" AGSJ GRAD[ A0/60 (V. K/N,S) CAI Y. SlE[l. AI PIY PI APES 10 EACII FAIL Or TRUSS AND. UNLESS .11.1 RMISE LOCATED ON THIS DESIGN. POSIIIDN PER OAAMINGS 160A 1. .MY INSPEq,°" M PLATES r011oM[D DY ,ry ifull BE PER ANN[A A) OF 1111-LOOS SEC.]. A SC AI UN TNIS IMIAMING INDICATES ACCEPT"(( Of PR01(SSIONAt ENGINEERING Rf SPNNSIRIIIff SOLELY FOR IRE TRUSS CONPON(NI DE SIG" SN DYR. tKK SUIIANlll rl AI"1 DS( OI IRIS CONf•ONLRI rDR MY IUII.DIRG IS IMF R[IPONSI81111Y O[ IM( BUILDING DESIGNER PER ANSIITPI I SEC. 1. 9� �, .,••V ••,•• LA' : C '�: po, Y2 N�V_ y i • p } 0T T / Qr Pp�S L`�/ JS"•• •�A A_ • R/VV .IORIOf �•*YP«w•••�.�\ TC LL TC D L BC DL C L L T 0 T . L D . 20.0 7 .0 10.0 D. D 37.0 PSF PSF PSF P S F P $ F REF R081- - 5230 DATE 0 2 / 0 1 / 0 6 DRW NcusROai 06032908 H C E N G G D L/ A P S E Q N - 18738 "'--- - DUR .FAG. 1 .25 FROM TSB SPACING 2 4. 0" J R E F- 1 SV K 0 8 1 _R 6 3 THIS ritlf, PREPARED FROM COMPUTER INPUT ItOAPS d OIMEMSIONS) So"I71ED 6Y IR055 MFR. t a:f ff to 7ut'/Ii/a / ' c':Cs Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N tlebs 2x4 SP N3 :W4 2x4 SP #2 tl: :Rt Bearing leg 2x4 SP #3::Lt. Stubbed Wedge 2x4 SP #3: Dead loads are stated on projected horizontal area basis. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) Bd Box or Gun (0.113"x2,5",min.)naiIs. Brac.in g material to be supplied and attached at both ends to a suitable support by erection contractor. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord cl- 0-6-1 T 4X8(G7) % 1 0 0 �— 20-7-8 Over 2 Supports R-811 U-180 W-8" PLT TYP. Wave ALPINE Alpine FAigincered Products, Inc. L ve Haim 0ty, FpL 33844 FL Ceni6uteof AYIhprimim 1567 120 nq)h wind, 15.00 ft mean hqt, ASCE 7 02, CLOSED bidg, located anywhere in roof, CAT II, IXV B. wind IC 01=4.2 psf, wind BC DL•1.i.0 p5f. Right end vertical not exposed to wind pressure. (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. Deflection meets 1/240 live and L/180 total load. 4X10 - T 2315 2X4=+7-5-14 R-763 U-245 W-3.5" (65470-5U5/R78 / 2289A,B ( ) 12E Design Crit: TPI-2002(STD)/FBC Ca/RT=1.0O(1.25)/10(0) 7.20.091 '•NARKING " fRUSS(5 SEOUIRI fSTRf Nf CARE IN FANRICAf101. HAREM. ISO, SHIPPIR4. fNSfAtt ING AND ONACING, Nf F(R TO SCSI 1.0) IYU ILUIRG COHPDHEHI SAFEIV INFDRIIATION). PUBLISHED SY TPI (TRUSS Pl Aff 1NS111U11. 583 D'DYOf FID DR., SUITE 700. "BISON. HI $)/19) AND YTCA (N000 TRUSS USS COUNCIL II O( AMC4ICA. 6)00 LYIIRPRi S[ lN, PIA Of SON. WI S3719) FOR SAFIIV PRACIICIS PSI" ID PERTORHING THESE FUNCFIONS. UNLESS DIH(RH151 INDICATED, TOP CHORD SHALL HAYS PNOPCRLY AfTACH(D STRUCTURAL PANELS AND LOTION CHORD. SHALL. HAVE A PROPFRIV ATTACHED RIGID CEILING. " IMPORTANT—IURRISH A COPY DI THIS DESIGN 10 THE IHSTAtLArIOH CDATAACf ON. AIPIN( EYGINEEAEO PRODUCIS. INC. SUALt N01 YE R(SFONS191.1 FOP ANY D(YIATIDN IRON MIS Of SIGN: ANT FA1l Ut. ID pull" THE * I TRUSS IN CO4f ORHAYCE Y1144 TPI: OR 1ANSICAIIN4. HANDLING. SNIPPING, INSTAtt ING A SNA(1HG Or TRUSSES, 1111I1R Cb11ORHS 011N Al I IIASLt PROVISIDNS Dr ROS INAIIDRAL RESIOR SFEC. RY A141A1 AND 111, ALPINE COY YE CI OR PLA IIS ARC HADE OF P0/10/IGGA (If,H/S/A) ASIH 4653 GNAO[ AD/6O (Y, R/u. SI GAL Y. ST1tl, APPIV PLAIES ID EACH FACE OF TRUSS AND. UN11SS 0111FRHISE LOCAIIN OM INIS UC SI GR, POSITION PER DNAHI NGS I60A-7. ANT INSP(CTION of FLAILS FOItOHIO SY (1) 511AIt III PER ADMIX AS of IPII FOOT SEC.O. A S(A1. 0R THIS HR AVING INDICATES ACCEPTANCE OF PROFISSIORAt (NGINEERING RISVONSISIIII+ SOLELI fop IK TRUSS COMPONENT OFSIGN SMDNN. INI S11I1.R n 1F+ AND USS D1 IHls I-ENI FOR u+ pun OIN4 IS IN( Rf`'o---L'I1 01 "'t NHILDING DESIGNER 'IS ANSIil" 1 SEC. 7. 13A M C1) 20,E OTY:4 FL/-/1 •�>, TC LL TC DL No 1 BC DL * i BC LL TATE OF TOT.LD. f ctOfi1'DP'•' Ntllil DUR . FAC SPACING 10 9-13 W0� 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 24.0" Scale 3.25"/Ft. REF R081-- 5231 DATE 02/01/06 DRW HCUSR081 06032913 HC-ENG GDL/AP SEON- 18743 FROM WEW JREF- 1SV"KO81_R63 THIS UwG PREPARID IRON COMPEIEER INPUT ILOA.05 & DIMENSIONS) 51)UNITIEU H1' TRUsS HIR. t OJ 11/u -�uD/M I Cs / L4ayrl,u I ) 14 r. - L. I r.. I lop chord 2x4 SP 2400f 2.0E :Tl 2x4 SP #2. N: fiot chord 2x4 SP #2 N Webs 2x4 SP #3 :W2 ?x4 SP #2 N: :W4 2xf, SP h2 N: :Rt Bearing I_eg 2x4 SP #3::Lt Stubbed Wedge 2x4 SP #3: SPECIAL. LOADS -(LUMBER DUR.FAC.-1.25 / PLATE IIUR.FAC.-1.25) TC From 56 PLF at -1.00 to 56 PLF at 20.63 BC from 21 PLF at 0.00 to 21 PLF at. 20.33 TC 714 LB Conc. Load at 20.33 I Member to be laterally braced for horizontal wind loads. Bracing system to be designed and furnished by others. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 24" OC, all BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. iT IS THE RESPONSIBILITY OF THE BUILDING DLSIGNER TO VERIFY AND APPROVE THE LOADING. 0 6 1 i 4X8 1 0 0 -7-10 4X4= 0 8 6 120 mph wind, 15.00 it mean hgt, A.SCI 7 0?, CAUSED bldq, not located within 4.50 ft frwj> roof edde', CAT 11, [XI, 8, wind IC 01 4.2 psf, wind BC 01,--5.0 psf. Right end vertical not exposed to wind pressure. The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. Deflection meets L/240 live and L/180 total load REFER TO DRAWING HCUSR081 01306241 or 184 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 6X6(R) IIi 1 10 U 17-5-14 1 *9-0-0 L--20-7-8 Over 2 Supports ,J R-845 U-180 W-8" R-1497 U-315 W-3.5" Note: All Plates Are 2X4 Except As Shown. (65470 5U5/R78 / 2289A,B ( ) 12E CIA) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10(0) 7.20.0918.19 • •NARMIR6•• TRUSSES R(DUIRF FNIRFN( CARE IN fABRICAtIDN. HANDLING, SOPPING. IRSf AL.1. ING AND BRACING. /+ C ",,a10 BCSI 1 0] (OVIIDI NG COfMON[Nf SAF(fY INf ONMAIIDN). PORLISMEO 01 TPI IINUSS PIA11 IYSII/UII. 5U3 D'ONDIRIO DA., SVItC Z00. MADI SOY, YI 51)i11 AYD NICA (YODD 1RU51 COUNCIL O! AN[RICA. 6)DV FNIIRPRIS( I.. I DISDR. YI 6)11N) FDR SAf L11 PNACIICIS PNfON 10 P(Nf ORNING /ll[5E YIINCIIDN S. UNL E55 DIHIRVISE INDICATED. IDf CIIOND SIIALt HAVI PROI[RLY AIIAC,ICD STRUCTURAL PANELS AND RDTrOM CNDND SIIAII IIAVf A PADPIRIY ATIACOED N.� •• �P! N 14ID CEILING. "•IMPORTANT••] UR pI SM A COPY 0f 1HI5 0[fIRN Itl THE INf1AllAf10N COIIRAC TOR- ALPINE [NGI N(f KI j \\ No. ALPINE PRODUCTS. INC. SHAlI p0f OE Rtl1VN%I&Lt IDN ANI Ur11A110N rNON INIS DESIGN: ANI rAItOW IO RU140 1 IN USS IN TOME 001NYCl YIfN III: OR ln0N1[AfING. MANULING. SNI111NG. INSIAllINO [ DRAC LNG 0f IRtlSS(6. DESIGN CDNr0R111 YIfA AIPIICABII YRDYI5IDMS Of NOS (NAf1YYAl D[SIGN 1P[E. DY AlLPA) AMD IP1. ALPINE CoCI OA PI AI[S AREMADE OF ZO/ID/16W (Y.11/SfK) ASIN A6$0 GRAD[ 40110 1Y. 11N, SI GAIN. STEEL. All" P STATE A1puxEngiflelT�t��d1�i',�roducts,llx. 1ne o& ^'^'^'f • HOOKS CR)', FL 73E44 FL CedifitlIC Of AOLlonuat10N / .%7 PlAtES TO EACR FACC Of MIS AND. UNl(SS LITHENVISC LOCATFD ON THIS Dr SIGN, IDSIIIOA PfA OAAVINC,S 160A Z. ANY INSP([IIDN DF PIAIIS MITIWO RI (1) S.All 0E PER ANNF1 AS Of IPI1 ZDOZ SEC.). A S[AL ON IMIS DRAPING INDICATES ACCfP LAKE 01 PROFESSIONAL (NG iNrFRING NrSPOYSIOILIfT SOIELI fDR IUL TRUSS COf,wnt D(SIG. Sl10Nn. ..I[ SUIf AG1t11Y AND USE Of 11115 [OMPON(Nf FOR ANY BUILDIIIG IS IM( PESrOMSID111t1 Yf IHI 0111LDING DESIGNER PER ANSI/API 1 SIC. Z. 27 p ^COp' A, Il» S ®NM 0 Y:1 L 1 E Scale=.1875" Ft. TC LL TC DL C DL BC LL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081-- 5232 DATE 02/01/06� DRW IICUSR081 06032915 HC-ENG JEL/AP SEQN 15889 DUR,FAC. 1.25 FROM RNS SPACING 24.0" JREF- 1SVK081_R6.3 ( 6;470 5115/R78 I ?289A R( ) 1?F - C2 1 Till DIIG NR[PA.REU fROhl COMPUTER INPUT (t OADS 6 DlNE NSI {rN S) SUBIIT IICU BY TRI)SS MFR. Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: Bol. chord 2x4 SP #2 N Webs 2x4 SP #3 :W2 2x4 SP #2 N: A1, Stubbed Wedge 2x4 SP 1/3: Dead loads are stated on projected horizontal area basis. (A) or scab bracing may be used in lieu of CIR bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord cli 0-6-1 3X8(G7) % R-678 U-180 W-8" PLT TYP. Wave �— ALPINE Alpine Engineered Products, Inc. 195D Maley Drive N Haines fry, FL 33844 FL CeairNye Or AU11ariwion 0 567 16-11.8 Over 2 Supports 120 mph r,Jnd, 15.00 ft mean hgt, ASCF 7 02 CI-OSIO bldy, Located anywhere in roof, CAi 11, f:XN B, wind IC Dt-1.2 psf, wind BC DL-5.0 psf. (A) IX4 #3 HFM-FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Bracin material to be supplied and attached at both ends to a suitable su pport by erection contractor. Deflection meets L/240 live and L/180 total load. SHIM ALL SUPPORTS TO SOLID BEARING. 4X6 17 6 6 8 11 13 +9-0 0 R-625 U-202 W-3" (65470-5U5/R78 / 2289A,B ( ) Design Crit: TPI-2002(STD)/FBC C RTa1.00 1.25 10 O' 7.20.0918.20 12E - C2) '•YARN 1N4•` 1RUS5(S NEDNINf Et IRIHF CARE IN fARRICATION. NANDt IPG, SHIPPING. IN5IAILIPG AND PRACIMO. R(IfR TO BCSI 1-03 (BUIt DINC COHPDN(NT SAFETY INFORKA11611), PUBt ISNED BY TPI (TRUSS P(AI[ INSTIrUtt, 563 D'DNOFRID DR.. SUIT( tDO. MADISON, MI 53119) AND MICA IWDDD TRUSS COUNCIL Of AWRICA. 6300 ERIERPRISf IN, ILA OFSON, NI S3)19) FOR _11,PRACIICES fRIDR 10 VF Pf ORHINL 111111 FVNC/10H5. UFH11S D111[RMIS( IHUICAI[D. •�` LOP CHORD SHALL RAN( PROPERLY ATTACHE. STRUC TVRAL. PANELS AND BWW CHORD SHALL HAVE A PROPERLY AIIACHID �' RIGID CEILING. �• "INPONTANT`•f UMR15x A COPY Of IRIS DESIGN ID 1141 I1151ALl ATION COMIRACIOR. AIPIPI. t-INCER(0 No IRDOUl15, INC. SMAlt ROI BE RESPDNSIBL[ FON ANY DENIAIIOM FRW IRIS DESIGN; ANY fAItUN( 10 RVILD FILE .* I N11SS IN [DNf MHA M([ MIL" III: OR FABRICAIINf., HAMKING. SHIPPING. IRSIAllIRO G BRACING 0( YRVSSf S. DI SIGN 1OM{ORMS WI III APPLICABLE PRO, I5I DMS or RD, (NAIIDNAL DESIGN $PLC, RY AFGPA) AND IPI. ALPINE CONM[CIDN IIAI(S ARE MADE OF IO/18/16GA (W,11/S/N) AS/M A653 GRADE 40160 (W. R/R,S) GAL N. SI[[1. A"" • ST) II.AIES ID EAC" FACE Of TRUSS AND. UNLESS OIN(NUIS( LOCATED DN IRIS DF51GN. PDSIt10N TER DRAWINGS 160A'1. 'MyIM5PIC/ION Of PIAItS IDLLMI(O BY (1) SNAIL. 61 PER ANY(% A3 OF (tI1'tOOt 5Ct,1. A SIAL ON IH15 ww DRAWING INOICAFES AC.C(PrARC( Of PROf(SSIDNAt [Nr IN[(RIPG RCSPORSINII.)IV SOLELY FOR IH( INUS5 CWFON(NT • 9 OF SIGN SHORN. TH( SUIIA6ILITY AND USE OF 11115 CWPDN(PI FOR A41 BUILDING IS 1H( RESPDRSIBILIIY Of ME BUILDING D(SIGNCR PER ANSI/TPI 1 SEC. I. _ _ Ma I � QTY:16 FL 1 E - Scale a.3125" Ft. Nil' OF A C LL TC DL BC OIL BC LL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081-- 5233 DATE 02/01/06 DRW ncusR081 06032916 HC ENG GOL/AP SEQN- 18745 DUR.FAC. 1.25 FROM WEW _ G SPACING 24.0" JREF- 1SVKO81__R63 THIS DWG PREPARED FP.OH COHPUIER 110,01 (LOADS 8 UiIIEgsloNS) Suomi]itu GI 1H(IS> mix. ( Lit) ia/() ;u!)/14/a / c[ES9A,15 t ILt lop chord 2x4 SP #2 N Oot chop El 2x4 SP #2 N Webs 2x4 SP #3 :118 2x4 SP #2 N: The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. REFER TO DRAWING IICUSR081 01306184 6 241 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. C.ONNEC11ON AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. r MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL. WiND LOADS. BRACING, SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. NOTE: THE SEAL ON THIS DRAWING IS ONLY VALID IF THE BUILDING DESIGNER (JAMES CANTWELL, LiCENSE #AR12079) TAKES THE RESPONSIBILITY THAT THE STRUCTURE MEETS SECTION 2313.4.2 Of THE 2001 FLORIDA BUILDING CODE AS FOLLOWS: "2313.4.2 CATHEDRAL ENOWALI.S. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS SHALL BE CONTINUOUS FROM THE UPPERMOST FLOOR TO THE CEILING DIAPHRAGM OR TO lllf ROOF DIAPHRAGM.' 0 6 1 -� A 7-7 4X4(81) 1 0 01 R-77 PLF U-16 PLF W-16-8.0 6 E-- l20 mph wind, 15.00 it mean Ilgt, ASCE 7 (12, CIOSLD bidg, Located anywhere in root, CAT II, LXP 8, wind IL DL.-4.Y I)Sf, .find ITC 01.-5.0 PSI. Right end vertical not exposed to wind Pressure. Dead loads are stated on projected horizontal area basis. In lieu of rigid telling use purlins to brace BC @ 24' OC. Bottom chord checked for 10.00 psf non -concurrent live toad. Deflection meets L/240 live and 1/180 total load. (A) M8 16-8-0 Over Continuous Support I *9-0-0 8 10 1 Note: All Plates Are 2X4 Except As Shown. (65470-5U5/R78 / 2289A,8 { ) 12E - C3) PLT TYP. Wave Design Crit: TPI-2002(STD)/FBC C RT=1.00 1.25 10 0 7,20.0918.20 0TY:1 FL 1 E - Scale=.3125" Ft. 'WARN rRIISSE S RER,181 f.IK1NE CAKr I rARRI(AfiW 0-01146. SNIPPING. INSIAIIINi, APO BAACIM6. T C L L 20.0 P S F R E F R 0 8 1-- 5234 --- ALPINE e,, -_—YJ �,E��,. AIpIMFIipltiCCfCdProducts Inc i95(I Olive •"� J I HAi.n Ch, FL •33Ne FL CenificMle of Authwvalion 0 567 'to ER 10 BC31 I OJ INUILDI.O COMPONENT SAlL,T IMf OKYNI%Do). PUBLISHED 61 roil (1RUSS PIAIE Ie511AIII. 1.) DNUr A I a 0, ON.. SOIit E00, ",DoSo, YI SJ/19) AMO YtCA IYODD tRUSS [MIYC II 0f AHEYICA. 6... k.1EP WISE EN. ,Y.OISON. YI $)119) TON SAlL1Y /NA[11[[3 1RIDA IO PERTDRHIN6 TllfS[ rUYCfTON3. UNLESS OIIIIKNISE INDICAIEO. 101 CHONO IHAII HAVE PROP(KlT ATTACHED SINUCIURAI IAN(IS AND BOfIO„ CHUN. SIIAtI ..IT A PY OP(NI, A"-""0 RIGID ".,.MI. '•IWPGRTANT—FYRNIs,I A COPY OF THIS VLSI" 10 111( INSIALLA110N CNNIRACION. AI YI NI C-1.4/RE0 >N00UCIS, INC. 31b11. NOI .[ KLS1.11111,1 IDR ANl OINUIIDN iROM THIS DL31GN: ANY 1A1IVAl 10 RUED roof NUSS IN LDMTooMAMC[ YIIH IP1: OR lA.NICA11V0, YARDLIYG. SHIPIINN. INSTwIlINO A BRACIR6 D! FPUSif3. D/SIGN CONFOKIIS Y11H APP(ICANIE PROVISIONS Of NOS fMAIIDNAL OLS16N SPEC, BY ATGPAI AMO IPI. AE/lY1 C—lit C10R IL ATE$ A.f MA01 01 10114/160A (M.4/3/N) AST" A6S3 GRAD( 4D/60 (Y. x/n.3) DAL+'. 311LL. i:111 'Alt10 LAEM into W An SR A.". O.lFSS OflIf KVI SL EN1A110 ON Too' ILL SIGN, IOSI IIPM P[P IIYAN)MOS IAOA*I. ANY INSI[C/10M Df PLATE; f011OY1U.r 11) SNAII .[ PIN ANN[i Sr NI IIII EOUE SEE .I. R SLAP DM iN15 OKAYING IMD•ICA]ts ACCLIIANCE OF RRDr[SSIONAL [M61NF(RING PESoi0NT1811.1 tY SDLLIT TOR I'm ,YVSS CONYOME MI DESIGN 311oYN. lot SVIIAGAIfI AND USE of nnS CDN/O.L.I FOR ANY RNLIVING IS THE NTSMNSIM1l IIY Dr IMf 801101N6 BE$,Got. 1[R ANSI/". I SEC. E. / � ' PP� �Y. •A ` ' 'v 0. = * Ar i TATE OF w / /O�1nPf l V /R.L•�� ` V,,./YYY• ,` T C D L 8C DL 8 C L L TOT . L D. 7.0 10. D 0 .0 37 . 0 PSF PSF P S F P S F DATE 02101106 --- ._--.-.------ DRW IICUSR081 06032911 _ H C - E N G GD L / A P S E O N- 18741 OUR. FAG. 1.25 FROM WEW SPACING 24 0" JREF- 151IK 081_R43 THIS OWG PREPARE[ FROM COHPUf ER 1100 (LDADS A DIMENSIONS) 508141 T TED BY TRUSS 14FR. ( 0t9IU 3U-D/IE/C / CCbVA, ES ( ) 1Zk - LC ) lop chord 2x4 SP #2 N Bol, chord 2x4 SP #2 N Webs 2x4 SIT #3 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. -L 0 6-3 4X4(B1) 1E o 8-0-0 R-646 U=180 W-8" 4X6(R) III 16-0-0 Over 2 Supports 120 mph wind, 15.00 ft. mean hyl., ASCI / 02, CLOSED b1d9, Located anywhere in roof, CAI 11, fXP B, wind IC 1)1,4.2 psf, wind BC PL-b .t1 psf. In lieu of rlyid ceiling use purl ins to brace BC @ 24" OC. Deflection meets L1240 live and L/180 total load. 8-0-0 4X4(B1) = 1IE R-646 U-180 W-8" I, 0.6�-3 +90U (65470 5U5/R78 / 2289A,6 ( ) 12E - 1-2) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 10 0 7.20.0918.19 -OTV4 FL 1 E - Scale �.375" Ft. "WAN 'POSSES 11*11.1 1...... CARE IN 1A.RIlAII.., ANOLIR4. 114.1111T.. INSIA11141. ABU ...IT... REFER 10 NC SI I 03 (...EDING CDMPONENI SAFETY iNf O.NAITDNI. HPUBEISNED OT 101 (TRUSS PEW IMSIIIDI(. 503 U �// L L 20 . 0 P S F R E F R 0 8 1-- 5235 1) UNOFRIO UN., SUITE e.D, NAUISON. wl 53)I9) AND MICA (N000 TRUSS COUNCTICTIL OF 1NCRICA, 6)00 ENTERPRISE LIT. TGMOROR. N 1. BRAN SAFETY SS'RVCi11R OPROPERLI u ( • •`� • T C D L 7 .0 P S F DATE 0 2 D 1 0 6 I OIRA SHALL. NAVE ACNEOR Al ELSIAN01N OlI0N111E11CNU. DN1-t LNRARE AIPROPERTY ATTACHED 'If •• — R161D CEIT IND. �° �j. `► �f BC DL 10.0 P$F DRW HCUSR081 06032914 —IMPORTANTN"f VANIs. A COT, IN THIS DESIOR 1O I.1 I.SIALLA110N f.NTR ACID.. AI PI N[ [MOIbEERCO PNODUCIS. INC. SHALL NOT BE AESPDMSlbI( FOR ART Df YIAT1U1 FROM ,HIS DESIG.; ART fA1L VRE 1. BUT'. INE No. BC L L 0 P S F — �— H C - E N G J E L / A P ALPINE IR051 IN CO"11RNANCT WIN 111: 01 'AbNIC111NG. HANDLING. 5111111.G. INSIAll... E ..ACING OF TRUSSES. 1 1N * .0 III SIGN (O MF DRMS NIIN APPLICABLE PROVISIONS m ROS (NATIONAL DESIGN SRE[. Dl AF.IA) AND fli. AI II N[ = j T O T L D. T_ 3 7 0 P S F S E Q N 15853 CANRI'FOR PIAI(S ARE PIAUI OF 20/I0/166. (w.N/S/N) All. A6S) GRAD( AO/SO IN. R/II.S) GATT, STIET. APPIT MATES 10 EACH FACE 01 TRUSS ARU, MISS OINfRUISI LOC.IfU ON IN IS Of SIGN• P05111UM PER DRAw1MGS 16OA-E. A �• 'ATE 0 j Alp(neEagirvered.1Products, Inc. 1950 ktbrky[am Kim C".FL J38" A. Ce.iffcblc of Awlnrutwim N 567 I ART INSPECTION OF PLATES FOLEOw(D BY (1) SHALE ITT PER &WP A) DI TPII 2602 SEC. 1. A SEAL ON INIS aRNA Aw JIG INUICAILS ACCEPTANCE D1 PAOfESS1011.6RIMG 1.11RESID.iiBILI1T S.T1111.1.1 F.U55C-PO.EMf DESIGN S.O.N. IRE SUII.91Lll1 A.D USE .F INTS CONPORE.1 FOR ANY BUILDING 1S IHL RESPONSIBILITY OF WE NNILDINGDESIGNED PER ANSI/IPI I SIf. I. A. w ^ 0 R1DP. I • . d'4 '�Nyil6 DUR.FAC. 1.25 FROM AS SPACING 24.0" JREF- 1S�1(081_1163 IRIS ONG PREPARED FROM Cr)"UiLR IUNIT (I 040S L DIMENSiONS) SUR141I fEO By TRUSS Mf R. ( 65470 5135/R78 / 2289A,B ( ) l2E - L1GE Top chord 2x.4 SP #2 N Bot. chord 2x4 SP #2 N Webs 2x4 SP J13 SPECIAL LOADS -(LUMBER DUR.FAC.-].25 / PLATE DUR.FAC.-1.25) IC From 74 PLF at -1.00 to 74 PLF at 17.00 BC - from 20 PLF at 0.00 to 20 PLF at 16.00 Deflection meets L/240 live and L/180 total load. REFER 10 DRAWING IICUSROB1 01306241 or 184 FOR STUD VERTICALS AND BRACING DETAILS, GABLE END HAS BEEN DESIGNED TO TRANSFER ALL. HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN Of THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 0 6-3 4X4 (B1) 1� R-103 PLF U-22 PLF W-16-0 0 8-0- 120 mph wlnd, 15.00 ft mean hgt, A.SCE 1 02. CLOSED bldg, located anywhere in roof, CAE I1, IXP B. wind 1C D1--4.2 pst, wind BC 01 5.0 psf. Dead loads are stated on projected horizontal area basis. The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear wails, and supporting shear wails. Shear wails must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. In lieu of rigid ceiling use purl ins to brace BC. @ 24" OC. Bottom chord checked for 10.00 psf non concurrent live load. 4X4= 16-0-0 Over Continuous Support 8 0-0 Note: All Plates Are 2X4 Except As Shown. (65470-5U5/R78 / 2289A,B ( ) 12E - L1GE) Design Crit: TP1-2002(STD)/FBC 1.25 10 0 7.20.0918.19 PLT TYP. Wave C RT=1.00 ••WARNING•• 1RU55[5 RF OU IRE fYfR[Hf CARE IN fAtlRlCw 110N, FIAN01.1 MG. SNIPPING. IN$IA,' T ARO BRACING. .IFER 10 BE.SI 1_,,) (Bull O1NG CINAPONENI Swff1Y IN/DRMAIION). P00 5111D tlY IPI (!PUSS H ALE '"'I U IE, SN) Sf l.. F•1 D-DW IQ III_ SNlif Zoo. MDI50Y. 111 53119) AND MICA (WOOD 1.US5 COUNCIL Ol AMC FICA. 6-D ENIEkPD MA IFISOM. wl 5))19) FOR SALE IY PR A[llf [5 P.IDR !0 P[PF 0VHI NG 111ESf FY NCIIDY S. NNlESS Oi11FRM1Sf INOICAIED. IDI CHORD soALI NAYC PRO/ER" A"ACHEU SIMII[IUR wI Iw1FElS AND BD11- CMORO $RAIL NAVE A PNOP[RlY A11ACL,[D •�` RIGID CLILING. RED �!• 0ALPINE •�I14V GRTANT •'FIM NI sx A CULT OF FHIS DESIGN TO IMF IY51wIEA1104 CONTRACIDR. ALPINE ENGINEf I.DDUCIS. INC. $,,ALL .01 Of .ESPOM5181E !OR AYY OCYIw119N FRDM 1,11f DESIGN; ANY TA1IN.[ FO BUILD THE (—� R fABP 1(AIING. FIANOII SHIPPING. INb t 6RACf.G 011.USSf S. #Russ IB COYEORHANCE Y1111 IPI: OI.Sf.LL A.H IPI. ALPINE * Y I ofSIGN CONFORMS YIIM APPLICABLE IR OVISIONS OF NDS (NATIONAL DESIGN SPEC. RY AY/Iw) COMAE ET011 IEAIES ARC HAD( Of I0/I8/16GA (W.H/5/R) ASTH ASS) GRAOC 40/60 (Y, R1".51 GA Y. SFFf I. A1111 _ 1 PLATES TO EACH FACE 01 IRU55 AND. UNLESS OIH[RWISf LOCAICD O. TNIS DESIGN, PDSIIIGo PER DFAYINGS 16OA AIpIrleEngillCCfCdPTOdUCLS, Inc. roofed du Di � n7N11S CNy,FL 33844 ANY IaSPEC110N Of P/A[FS fMIDM10 BY (1) SHAII DE PER ANYER Al O 1111 2002 SIC.). A SEwI ON TNIS DRAYIYG INDICATES AC Ct11ANC[ Of PROF [SSIONwI 1-61 NEt.IN4 RF 510N SI.II ItY 50l CLY to. IF,( floss COMPONENT DISICN $MOYM. llll SUIfw611111 AND USE OF lots COMPONENT rO. ANY BUILDING IS lot DESPDIISIBIIITY OI IME BUILDING DESIGNER PEN AN51/IPI 1 SEC. I. •• ' /••. --)--- 0 6-3 9.0-0 4 A� (B1) 1� o TY:1 FL 1 - E Scale =.375" Ft. E� •"�• • i •t� TC LL TC DL BC DL BC LL 20.0 7.0 10.0 0.0 PSF PSF PSF PSF REF R081-- 5236 DATE 02/01/06 DRW HCUSR081 06032903 NC-ENG JEL/AP OF f TOT.LD. 37.0 PSF SEON- 15842 OUR .FAC. 1.25 FROM AS A` rit1G SPACING 24.0" JREF 1SIVK081_R63 TNIS DWG PREPARt0 1N011 COHF91tR INPOT (I.OARS 4 0111E NSI ON') SIIBHIII( D BY TRUSS Wit . ( 65470 5U5/R78 / 2289A.B ( ) 12E D1 ) lop chord 2x4 SP #2 N Bot chord 2x4 SP n2 N Webs 2x4 SP #3 :I_t Slider 2x4 SP #3: [31OCK LENGTH 2,178' In lieu of rigid ceiling use purlins to brace BC, @ 24" OC. Deflection meets L/240 live and L/180 total load. _L 0 6 3 120 mph mind, 15.1)0 fI mean fig t, ASCE / 02. CLOSED bIdg, I,ocaLed anywhere in roof, CAT II, fXP 8, wind Ic D1-4.2 psf, wind BC UL-S.0 psf. Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. 4X4= vA4 (r 5 4X4{E3) 0-5 3X6 (E3) 10 L 1E— 11=609 U-180 W-8" 7-6-0 7-8-0 15-0-0 Over 2 Supports i_ 06-3 900 '-6-0 _I 7-4-0 _I I R-555 U-180 W-4" (65470 5U5/R78 / 2289A,B Design Crit: TPI-2002(STD)/FBC C RT=1.00 1.25 10 0 7. PLT TYP. Wave '•MANNING•• TRUSSES NE DV IRE EXTREME 1AP1 1M fASR1LA11oN. IIANDnt IY4. sY IVP1 RG. 1NSIAt1 T Nf AND DR ACING. RIFfR TO SCSI 1 05 (NVILOING COIVORCNT SAFETY 1NfORNAIIOa), PU6IISnEU BY ITT (1RVSS V'Ali INSIIFUI(, $63 O'OR01R10 OF.. SUITE 200. MAOISOM, YI 51119) AND MICA (M600 TRUSS COUMLIL Of AMCPI[A, 6-- ENTCNPRISC LN, NAOISOR. MI 11110) F01! SAIEII PRACTICES PRIOR 10 PERFVRMIRG IOESE TUNC110NS. UNLESS OINLNMISE Intl IC" " TOP C110RIT SIIAII MAYS TROPE... ATfACN10 SINHCIMRAI PANELS AND 66116N CIIORD SMATL MAY[ A PRDP[RLI A11ACt RIGID CEILING. '•1NiORTANT"FuRN11P A CUPY OF FNIS vision 10 INE INSTALLATION CONTRACTOR, Al PIN[ EN41N" D ^RODUCI1. INC. %,,Anti N01 Of •1SPBMS1611 FOR ANY DIVIA1100 FROM I91S OCSTGRI ANY FAILUN[ 10 NUfIn I ALPINE I BUSS IN 40Y1 pRIM NCI M1111 IA1; M FAORICAIIMR, NANOII,,U. SNIPIING. iasIALIINO N ORACIRO OF Iso SSE. DESIGN CONEON1q UJIN APFLICAaI[ PM6MISIONS Of NOS (NATIONAL DESIGN SPEC. DY AIAPA) AMD 1PI. AI PI MI COMMICIOR I'1 A11S AREIU.U[ 0/ tO/Itl/I6LA IY.N/S/RI ASfM 1111 GRADE 60/6D 1M, F/11,1/ GA11. IIIII, APPIT PLATES 10 1At11 1AC1 01 IR111S AND. UNLESS OF NE FMIS[ IOCA t[D DN IRIS DES16R, lOS111011 REF VRAYINCS I.Q. 2. ANY INSP[C/IDN Of PIAIES FOLLOWEDRY (1) SMAII 0E Pill ANUS As OF FPII-2002 SEC.). A SEAL ON lot$ Alpine EllgillttfG(I Products, Illc. I9�11A�dPTod� Haines COY, Ft. 338M OPAYI N6 1.0IC.AIE3 ACCf PIANCf OF FFOFf.SS10NAL ENGINEERING RE Sl ONSIS 11.1 IY SOL[tY TOF I111 TRUSS COMPOYf NI D[S14n SNOMN. 1". S.I. AN" ." AND flit OF TNIS COMPONE61 FOR ANY RU II DI NG IS 111E RE SPONS1a1Ei.. OI IME 6VIlDING DESTINE. PER ANSI/IPI 1 SEC. Z. AA ) 12E - 01) 1.0918.20� QTY ,OL , �GS��' • �; tti ' v • Nd11 . 22 #�At STATE OF J VVV •' :A'1ORIDP�� .NAV alas FL/ /1/-/E/-/- tt-t-L-� 20.0 P S F TIC DL 7.0 PSF C DL 10.0 PSF LL 0.0 PSF T.LD. 37.0 PSF RJAC. 1.25 SPACING 24.0" 4-3 3 Scale=.375"/Ft. REF RO81-- 5237 DATE 02/01/06 DRW HcusR081 06032917 HC-ENG GDL/AP SEQN- 18716 FROM KGS JREF- 1St/KO81_R63 THIS OWG PREPARED FROM CORPDIER INP111 (LOADS L DIMENSIONS) SUBHITTED BY TRUSS HFR. ( �JV7/)(/ES ( ZZtIJA,t1 ( ) EZL 11C J lop r,hord 2x4 SP y2 N Uot chord 2x4 SP #2 N Webs 2x4 SP 113 Dead loads are stated on projected horizontal area basis. The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end All connections to be designed by the building designer. Bottom chord checked for 10.00 psf non concurrent live lewd. REFER TO DRAWING HCLISR081 01306184 & 241 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. E MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHID BY OTHERS. 0 6-3 4X4= 120 mph wind, 15.00 ft. mead h9L, ASCE 7 02, CI OSFD bldg, Located anywhere in roof, CAT II, E.)(P D, wind IC DI-4.2 psf, wind DC DL `.0 psf. In lieu of rigid ceiling use purIins to brace BC @ 24" 0C. Deflection meets L1240 live and L/180 total load. NOTE: THE SEAL ON THIS DRAWING IS ONLY VALID If THE BUILDING DESIGNER (JAMES CANTWELI., LICENSE #AR12079) TAKES THE RESPONSIBILITY THAT THE STRUCTURE MEETS SECTION 2313.4.2 OF THE 2001 F1.0RIUA. BUILDING CODE AS FOLLOWS: "2313.4.2 CATHEDRAL ENDWALLS. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS SHALL BE CONTINUOUS FROM THE UPPERMOST FLOOR TO THE CEILING DIAPHRAGM OR TO TI1F ROOF DIAPHRAGM." 4X4(131)= 4X4(61)= R-78 FILE U-16 FILE W-15 0-0 7-6-0 15-0-0 Over Continuous Support 7-6-0 0 F +9 0 0 4-3-3 Note: All Plates Are 2X4 Except As Shown. (65470 5U5/R78 / 2289A,B ( ) 12E D2) Design Crit: TPI-2002(STD)/FBC PLT TYP- Wave Cq RT=1.00 1.25 10 0 7.20.0918. OTY:1 FL 1 E Scale a.375" Ft. ••WARNING•' TRUSS[S REOUINE ERI.E Q CAR[ 1. 1.1411AIlO1. W.NDl/RG. SEEM... Itl51AIl1.. AND .RACING. CO C� L L 20 .0 P S F R E F R 0 8 1 5238 .f TER TO DCSI P OI (tlU EDING CDNPOII(tlf SAFETY INf ORI/ATION). PUBLISHED OY TPI IIRUSS PLATE I.SIIIUf(. S.7 MATTIS RIO 1 6 SUI/[ :DO, WADI SON, WI SII19) AND PICA (IIDOD TRUSS FUNCTIONS. S. AWL.ICA, OTHERWISE ENTERPRISE CA EN. D, . :�`� ��.•.� TC DL 7.0 PSF DATE 02/01/06 MADISO., NI 5II1!) f0. SAFETY PRACTICES IR10. 10 II NF DRMI NG IN[x[ FUNlIONi. IINLESS OTRE RYi Sf INDICATED, 101 CHORD $,,A,, NAYS IR OIENII wi1Af,11ED SINU[fUR AI rAYEIS AND GOT10M CHORD SNAIL HAVE A PROP[.lY —ACHED i .-- RIGID CEIII.G. �Q• * BC DL 10.0 PSF DRW HCIISR081 06032918 AAIMPORTANT—F.R.IsN A COPY OF INtS DESIGN 10 1NE INSTALLATION CORf.ACIOR. ALII.E FNGIRILRED Nn. Z2 ALPINE INOODU S. INC. Slgll NOT .( R[SIONSO 1 1. ANY DEVIATION FROM THIS DESIGN: ANY rBe1UNE TO .DIED 111E * � # BC L L 0.0 PSF H C - E N G G D L / A P I.0 S5 IN CONE OPMAN[E .111, FI1: OR rADRICAIING. HANDLING. SNIPPING. IN51ALl I.G A tlRACT" Or TRUSSES. DESIGN CONrORNS Wife APPLIC16lt PROVISIONS Or "ITS (NATIONAL DESIGN SPEC. BY AF&PI) AND TPI. ALPINE S TATE F f S E Q N - 18720 l"NNECION IEAIES ARI MADE OF EO/I8/16GA (Y.H/S/K) ASIN A653 GRAD( 4D/60 I., N/H.S1 GALL. SITE. APPLY ..QQ TOT . L D . 3 7 . 0 PSF F I TATEI TO EACH FACE OF T.USE AND. UNLESS DIHERUIS[ LOCATED DN THIS DESIGN, PDSIIIDN PER DRAWINGS 16DA'T. '.•• s�-- ANT INS" CIIDR Vi PLATES fOLLOR[0 DT 111 xNALT tl[ P[A ..I. AI OF IPII t00i SEC.I. A SEAL ON THE ` i- D U R . F A C . 1.25 FROM K G S Alpine Enginee�r�ed.LP.,roducts Inc. .RAN,NG IYDI[w 1[s A[[[PIANCE Or PROF11110D Al EtlGIN[t RING R[510NSIB III/i SOl [lY fOR fN( T. USS CUNrON[Rf �O F111 Rom` 1950 murky nMYO • GISTS. SNTWR. fH[ SUIIAD II IIY -1) USE 01 1H15 COMPO.f NI FOR wNY ►UT LDI"G ES TN4 R[SIORSI. IL I TY Of THE V NDims city, FL 13844 MEETING DESIGNER PER A.sl/VI I SEC. 2. lyiB SPACING 24.0" JR EF- 1SUK081_R63 FI-rPDif.d.dAGL1NT mxwrs67 44 THIS DWG PREPARED FROM [DMP111ER INP91 ([DADS A DIHIMSIDNS) SIIDMII Ito 6Y rRass Mr R. Top chord 2x4 SP #2 N Bot chord 2x4 SP 1,12 N Webs 2x4 SP p3 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. 4X4= 120 mph wind, 15.00 fl, mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT il, Ixi, P,, wind 1C Di-4.2 psf, wind BC D1�5.0 psf. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets L/240 live and 1./180 total load 1 4 9 12 4 0 1 2X4111 2X4III L 11-!,J I1-0-U::.j i 4-7-4 I 4-7-4 _) �— 9-4-0 Over 2 Supports '1 R-399 U-180 W-3.5" R-399 U-180 W$3.5" (2.15" Effective Contact) (2.75' Effective Contact) (Copy-65470 5U5/R78 / 2289A,B ( ) 12E E2) PLT TYP. Wave Design Crit: TPI-2002(STD)/FBC C RT=1.00 1,25 /10 0 7.22.1122.01 TY: FL 1 E - Scale =,5" Ft. ALPINE "— AlpnxEllgineercdProducls,lnt. 19M AIBNET �1C I-City,Fl 13e44 "WARNING" FRUSSFS REWIRE EXTREME CART IR [ABRICAIIDN. HANDLING. SNIPPING. INSIwIIINf, AND BRACING. R(f ER 10 "CST I.",, (BUILDING CONPONERI SAr11T IRTDRM floe). PUPtISHCD BI ITT (TRU55 PIAI[ IDSTIIUTE. s83 U'Vxof P10 OR .. SUM EOD. MADISOR, YI 111111 AND PICA INPDO IRV55 IOUTI'II OF ANIRICA, G)00 ENTERPRISE to. 11115E 1UN[f10N5. MADISON. YI ST, POI FOR SAFEIV To ACI ICES PNIOR TO PCRF URIT55 of"ER415( INDICAIEo. Do"'"' ID? [WORD SNAIL HAVE PNOPERtI ATTACNFD SIRUCTURAL PANE11 AND Nof IDM CNO.. SMA.1 LIME A 11DIFRI.Y ATTACIIEO RIGID CEILIUO. �:, w'IE'(VORTANT�AfVRMISN A COPE DT /lllf OE Si4N TD 111E iNit AIlATIOM CONTRACTOR. AI PINE ENGI R[T.NEO t PRODUCTS. INC. SNAtt No, Ot 41$PD.SIDEE ION — DEVIAtION fRON UIIS DESIGN: ART TAIIUNS +o OUlto IN1 y J I4VSS IN CONE OIIIMRC[ YIIN fPl: PP TAOR ICAII�. NANOt1R4, S. LOPING. INSI A.lt 1Y4 i 9Nw(1N8 Of TRUSSES. )D i ",164 CONFORMS WITH APPLICABLE PROVISIONS Or RDS (NATIONAL DESIGN SPEC, OV AF4PA) ARE) TPI, ALP INI C ONYICION PI ATES M[ NAB[ Of (0/IBI 746A EY ,11/S/NT Af 1M A4S) GN ADE AP/40 (N. R/N.SI GAIN. SI(tt. ,POLY PL. % TD 1.1 fAC1 Or TRVSS AND. UNLESS DI NERYI SE toC AlEO ON 11115 D[S14R. IOSIIIDM PlP UxAY1HG5 IDPA I. i ANV INSPECTION OF PLAR S fOttONED OV (1) SIIAtl FIT PIN ANN[R A) Or I'll toot S(C.). w sEAt OR THIS DRAWING IMDICAIFS ACCEPTANCE [4 PROFFSSIONAI EY4IBEFPIN4 P[SPOYSIOIIIIY 5E)L[l1 FOR ENE 1RU55 CDMIOMfNt DESIGN SxWP. IN[ SET11_111 - ANU USE Of INIS CONIPONINr FOR ANT DYILDIPG IS THE PESPO"sIb ILITV OF THE pVILD,"DESIGN,.PER .'."P.I"C.2. � .. / �p) .i j. {7 r �v �7Z ♦j * S ATE OF P/ .AlOR1Q�.;S, s�lY%�16E� T C L L Tr ., D L BC DL 8 C L L TOT. L D . 2 0. 0 7.0 10.0 0.0 3 7.0 P S F P S F PSF P S F PS F R E F R 0 8 1 5 2 3 9 DATE 0 2 / 0 6 / 0 6 DRW 14CUSR081 06037526 — N C- E N G AK/AP S E 0 N - 6 4189 D U R . F A C . 1.25 FROM $ D SPACING 24.0" JREF- 1$NKO81_R63 FL Calf= of Am4auoucto 8 567 THIS DWG PREPARED fROM COMPUTER IIIPi)1 (LOADS d D WENSIONSi SOHt"l51EO 87 iRIISS Mf R. (oD+i/L' ZMD/I(/o / cc—,n ( Icr lop chord 2x4 SP //2 N Bot chord 2x4 Sll #? N Plebs 2x4 SF' #3 Bead loads are stated on projected horizontal area basis. The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end All connections to be designed by the building designer. in lieu of rigid ceiling use purlins to brace BC CD) 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load Fasten rated sheathing to one face of this frame. L 11-si 4-7-4 4X4= 120 mph wind, 15.00 ft mean h9t. A.SCF 7-02, C1OSFFl bidg, Located anywhere in roof. CAI II, LXP B, wind IC M-4.2 psf, wind BC DI 5.0 I)Sf . Oefiection meets 1 /240 live and 1 /180 total load. Refer to drawing IICUSROBI 01306241 or 184 for stud verticals and bracing details. Gable end has been designed for in plane loads only, assuming transfer of all out of -plane loads into roof and ceiling diaphragms. by the bracing system. Connection and design of these systems are the responsibility of the huilding designer. 4-7-4 L-1 0-0:�j —9-4-0 Over Continuous Support 'I R-86 PLF U=19 PLF W-9-4-0 Note: All Plates Are 2X4 Except As Shown. (Copy-65470 51.15/R78 / 2289A,6 ( ) 12L E1) Design Crit: TPI-2002(STD)/FBC Scale �.5" Ft. PLT TYP. Wave C RT-1.00 1.25 10 0 7.22.1122.01 0TY:1 FL 1 E/ "MARRIRS" fRVSS(5 REOV)PE ERIREI(f CARE 1R FADRICA/IDN, NAFIOLING. SNIPPING. INSIALtl%G AND BRACING. IUBIISNLO BY 1P1 FINDS$ PLAIT INfrITUlf. 583 T C L L 20.0 P S F R E F R 0 8 1 5240 NEF[A IQ BCSI 1-03 (BUILDING CIP"PONINI SAFEIY INIORHAIIDNI. o*DNOFRIV DR.. SVIIE F00. MADISO4. YI 57E1N) AND MICA INDOU INUSS COUNCIL OF AM[RICA. GJOU EMIERPRISE IN. P I• ('E' 0 2 0 6 / 0 6 PFAU ISDN. MI SOFIR) PON SAI[rV PRACIIC[S PNIDR 10 PERFONHiNo TUESE FUYCIIUYS. UNLESS 0111INNISL IRDICAFED. • •� T C D L 7.0 PSF F DATE / 1DI CMDRU fI+ALL RAIE IR"PERF1 A11ACIN D %IRUCI.. I PANELS AND BDIIOM CRDND SMALL IFA11 A IN01ER1T AIIACN(D RIGID (('LING. • , ''� BC DL 10.0 PSF DRW HcusR08l 06037530 'J N0. Z "•1MPORTART—FoRRISH A COPY OI IRIS DESIGN to INL IN5IALLATION CONIRACIDR, AI FINE ENGtN[(RL FA a rD Ruu a IRE i B C L L 0 0 PSF H C E N G AK/AP ALPINE I'"°°G". 'N5. ylAll poi of ■Ef"ONStoCE row ARr pCYIAfIDR FROM TRIs DEslu: ANr wE IRU1! IN GORTORIM.Y(I YIIR IP1; DR FAON ICAII ND. IUNDlIMO, Sill PIINO. I45;AItIN4 R BRAC ACING OI TRVfS[S. * I * , U15IGN CONFORM% YIn1 APPLICAot[ PNOPISIOY% o/ IF A, LOW D(SI6R SPEC. of AFSPA) AND M , ALPINE 's TOT L D 37.0 PSF S E O N - 64186 Co"""DR PI A1[4 ARE PIA DE a FO/ID/I6M1A IY ASIN A66S GRAD/ AO/6o IN, K/M.S) LIMPSllll. AIILY TA OF . IIAFES 1° LACFI FAEI Of IRUSS AMU. tlMLLSS 0 0EAYISC tOCAI[U ON Ip15 UE SIGR. R05111DN 1[N ORANINGS I6oA-Z. ,,. INs.(cnoM OF.ut(s FO I -tD BY (1) s1LAu BE Iu AN.n Al of IPFI JDDz S(C I. A SI DY nnf •• P OUR FAC. 1.25 --' FROM SO Alpine EngivieeredwP.roducts, Inc. 19%morig OfiMt unim Coy,FI. 9384E ORANING INDI[A tES ACC[ITANCI °F PROFESSIONAL LRGIR[IRING AESPORS IO ILIIY SOI ELY FOR fxi INUSS C"MP ONE NT . OF SI6N SNOMN. TR( fD11A0111fY AND USE Of IIIIS COMIONENI FOR ANY BUILDING IS t"I RESPUNSIRILIIT OF I'll R"ItDING VESIGUUI PER AN31/IPI I SEC. Z. __ . O RiD •'I 4_-- �ON . SPACING 2 4. 0" J R E F- 1 S V K 0 8 1 _R 6 3 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 0114CNSI DNS) SUBMII TED BY IRUSS MI R. ( W,4/0 ')O J / K / b / LL15`JA,0 1, ) I C L I G lop chord 2x4 SP q2 N Bot chord 2x4 SP 42 N -Webs 2x4 SP N3 IDead loads are stated on projected horizontal area basis. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non concurrent live load. 2X4 III 6 1 7-3 -- 800 2X4 III 2X4(Al) R-72 11=180 L1-0-0j 2 6-0 Over 2 Su ports R-167 U-180 W-8" 120 mph wind, 15.()0 ft mean hgL, A.S(J I f)2, CIOSF) bidg, located anywhere in roof, CAI II, IXP B, WiHd 1C. DL 4.2 psf, wind BC DL-5.0 I)Sf. Deflection meets L/240 live and L/180 total load. (65470 51.15JR78 / 2289A,B ( ) 12E - F2) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT-1.00 1.25 10 0 7.20.0918.19 ••YARNING•• TRUSSES RCOUIRI INTREM( CAR[ IN IAORICATIOM. 15ANDLI MG. S/f IPPING. INSTALL LNG AND BRACING. ■FT[R 10 D[31 1N) /NpIL DI MG [pMIPN[MI SAFELY IDF ON NA 110 N1. PUNlIS11ID DT Fpl (1RUSS HAIL INSIITNI[. S07 AM(RICA. 6)DO ..... S( lN. t• `• b'DNpf R10 DR.. SU11[ top. MADISOM. NI 51/19) AMU biCw (VIWD TRUSS COUNCIL O/ NADISON. N1 5))191 FO11 SAFETI PRACIICIS WON 10 P(RFOMMING ?MIS[ FUNCTIONS. U.II SS 0IM(RVISE INDICATED. PANELS AMD DUITOM CIIORD SHAH HAVE A PRDI[RLY A11ACM(D j• ••� V IDP CHORD SIIALL NAYS PROPIRLT AIIACMLO SIRUCIUNAI 01G10 CCIL ING. �c ••IM90R iANT•`F UNNIsn A fDIY M iN15 DESIGN 10 IMF IMSIAlLAI10N [ONTRACION. AI PIN4 [NGIN[[Rf0 0• IRDDUCIS. INC. SNAIL NOT NE IIISPOMSIDLE FOR AMY D(IIATII. fR IUIS DESIGN: ANT fAILIWI 10 OYILO IbE ALPINE TI1: OP IARf PEALING. MADAM.. SMIPIIR., INSTAIIIY. S DNACI.G 01 IRU51[1. TRUSS IN f. O.FOMMANCF VOID INS PEST.. EDbT DNMS NIIM A.......1, P[OYISIORS DI IIDS (YAIIONA{ DL SIGY SPf C, DY A1NIA7 ARD III. A111 .( CONNECTOR VASES ARE MADE OF t0/ID/16GA (M,R/5/R) AST" A6S) GRADE AO/60 (N. L/TI,S7 GAIY. 5LEEl. APILl ,a TA YLAFCS TO EACH fACf DF iRU55 AbO. U.11SS OTN[MYIS" LOCA iFO 0. 11115 0[SIGY- 1P TON PER DNA.1Y 5 160. 1. Alpine Engineered Products, ltx, A F u..1..,[ ^�'"`1 Hain City,Fl, 33844 FL CatW"c of AufiwirnipD 0 S61 AUI INSIECTION OL IIAT(S IDLLWED RY (1) SNAIL ME PIN AtlYEX A) DF iP11 t001 S(C.3 A SEA[ OM TNT$ ORAMI.. INDICATES AC[TPIA.CE Of IROF(SSIONAI IM.INEERIM, RESPO.SIDIIItT SUIEIT FOR 111E TRUSS COMPO.IR1 Of SI G. SNON., IMC SUITAD II II'I AND USE Of IN1S COWD.E.F FOR ARY MUIIDIMG IS TM( 01510-SIOILIF OF TUC Rlf l I. DIME OE SIGNER PEN AIISI/1P1 1 SEC. 1. • ••�� • . 'Nlon )TY:8 FL 1/-/E/-/- TC LL 20.0 PSF C DL 7.0 PSF ¢ BC DL 10.0 PSF SC LL 0.0 PSF * TOT.LD. 37.0 PSF is ' DUR.FAC. 1.25 SPACING 2470R Scale =.5"/Ft. REF R081-- 5241 DATE 02/01/06 DR W HCUSR081 06032892 HC-ENG JEL/AP SEQN 15882 FROM KGS _ JREF- 1SNVK081_R63 THIS DNr, PREPARED rROM COMPUTER 1141"I11 (LOADS 3 DIMF NSIONS) SUBMI T I L0 BY 1)iUSS M[R. r D:J9lV ]1/J/itr6 / cco orl.o ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. REFER TO DRAWING IiCUSRO81 01306184 & 241 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 110 mph wind, 15.00 it mean Ytgt, ASCI: 1 02 (:I OS[ bldy, I ocated anywhere in roof, (:AT 11, LXII B, mind IC DL-4.2 psf, o-Iirid 13C D1_-5.0 psf. Hie building designer is responsible for the design of the roof and ceiling diaphragms, gable end Shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets L/240 live and L/180 total load. 2X4111 6I- 711 3 _ e B-0-0 2 (A1)� 2X4111 2-6-0 Over Continuous Support R-96 PLF U-72 PLF W-2-6-0 (65470-5115/R78 / 2289A,B ( } 12E - F1) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT-1.00 1.25 10 0 7.20.0918.2 QTY:1 FL 1 E Scale=.375"/Ft. "WA RMING•' 1RUSSES ff011A[ EYTfEH( CARE IN FABRICATION. HANDIING. SHIPPIN6. INSIAI.LIM6 AN BRACING. F• LL 20.0 PSF REF R081 5242 R[iEB f0 0C 51 1'07 (BUIl01N6 CONP OME MI SAI tTY IMF DRHAI ION), PUBI I SHED BY III ANUS$ IL AIE iNS111UTE. 107 ` D'OMOFRID DR., 1U11E 1OO. NADISOM, YI 57r19) AND Y7CA (YDDD 1RUSS COUNCIL OF AHERICA. 6700 ENIERPRISE LM. • ` • ' R HAOISON. NI 57r10) OR SAf[IF PBACIICES PRIOR IO PERfbRNINb HIES[ TUNCIIOMS. IIH1.[SS DHIERNISE INDICATED. T C D L 7.0 P S F DATE 0 2 / 0 1 / 0 6 TDI CHORD "" 1. HAVE PROPERLY AIIACH10 STfYC1VRAl PAN[lS AMD BDT10N CHORD IIIAII HAYS A PROPERLY ATIACHED • •` 4C•••� N RIfilo CEILING. ', V; C DL 10.0 PSF DRW HeusR0e7 06032e94 —IMPORTANT••1URNIsH A coPv of INIs DESIGN to THE INSTALLATIDN CONIBACIDR. AIPIN[ tKINEER[V BC LL 0.0 PSF HC ENG GDL /AP — ALPINE PM ODUCIS. INC. SHAH N01 BE RESPOMSIbI[ FOR ANY DEVIATION TOM THIS DESIGN; ANY rAII.URE 10 BUILD III[ 1 RVSS IN CONFORMANCE YI HI III: Of fnRRICAIlN6, IIA MDL ING, SHAPING. INSTATE ING R bRAC ING Of IRV SS[5. O[SI GN CONt DBMS NIIH AIPLICABI[ PROP ISIONS OF NOS (NAI IOMAL DC 516B SIEC. NY Ai BPA) ANO I11. AIPIN[ C UYNCLION PLAIES ARE HADI OF r0/10/16" (Y,H(S/MI ASIH A657 GRADE 11110 IN. "I" AL", SI 6ALY, "I"- APTLY .o '; TATE OF J T 0 T L D 37.0 P S F S E 0 N - 8 PLAIES IO EACH LACE Of TRUSS AND. VNLISS OIbENYISE LOCAIED ON 1" S DE S16N. IDSI IION YiI ORANINGS 160A E. r• 1 ANY 1PSPECIION W- PLATES fOLLOVFO by (1) SHALL. BE PER ANNEM Al OF IPII r00t SEC.7. A SEAT OY lO1S •,(pRrpP:61 OUR . FAC. 1 .25 FROM KGS Alpine Engineered Products, Inc. DRAN111G iHDICATES ACCEPIANCC 61 PROFESSIONAL ENGINEIRING RE SPDN5IR1I.I IY SOI [IY FOP 111E IPUSS COHPONCN/ S 1950 Marley VnWt DESIGN 511OHN. 1111 SUIIABILI A AND USE OF THIS COHIDBENI FOR ANY DUILDIHG 15 IH[ NLSPONSIb11. ITY V1 THE w6.•, - n.iN[sGty,FL 33844 bUIEDING D[SIGNIR PER ANSI/IPI 1 SIC. E. �/MY� SPACING 24.0" JREF 1$;!KO81_R63 FL CDItrf me of AulholiritioD 1567 THIS UG PFA PARED FROM COHPUIE P, INPUI (LOADS 8 OI MLNSI(tl�,) �UDM I'IIV GI rn U>' Fin+. ( 65470 5L15/R78 / 2269A,B ( ) 12F - F3 1_ fop chord 2x4 SP 112 N P,ot. chord 2x4 SP 112 N Webs 2x4 SP #3 Dead loads are stated on projected horizontal area basis. In lieu of rigid ceiling use purlins to brace BC @ 24' OC. Bottom chord checked for 10.00 psf non -concurrent live load. 2X4III T 17I3 - - +8-0 0 --1LLL 2X41N 2X4(A1) R-87 U-180 R-98 U-180 W-B" 2-6 0 Over 2 SupportsI I` 120 mph wind, 15.00 ft, mean heft, ASCE 7 02. CLOSED bldL7, LoCated anywhere in roof, CAI II, EXP B, wind I DL�4.2 psf, wind BC D1-5.0 psf. Deflection meets L/240 live and L/180 total load. (65470.5U5/R78 / 2289A,B ( ) 12E Design Crit: TPI-2002(STD)/FBC C RT61.00 1.25 10 0 7.20.091 PLT TYP. Wave •'YARNING' INUS $(S Rf OUI NE /TIRE NE CARE IN FATRICATIOII, MANDI ING. SNINRIND, INS/All IM4 ANO TRACING. A(NfR 10 TC51 f.01 (DUIIDING COPRONENI SAFETY IN1 OR1/A 1ION). IURl15R(0 DY TV (INUSS P1A1F. INSII IVIE, ST3 D'OROf R10 OR.. SUITE IDO, MADISON, NI 53I191 AND MICA too" INUSS COUNCIL OF ARE RICA. 6300 INi[PIP IS( lN, RADISDN. MI S)II9) FOR SAFIII PRACTICES IA ION TO PEAT MNING IRIS( TtlN[IION S. UNI.E SS OI M[NY15t INDICAT(D. TOP CROND so. I1 IIAYE PROPERLY AITACWD SIRUCINRAI IA A.AND TOIIOR CHORD SMAII NAVE A NNDPL NIr AIIACHI. RIGID CEILING. ••IMPORTANT—IDRNISR A COLT OF ERIS DESIGN TO THE INSTAIIAIION CONTRACTOR, ALPINE INGINE(REO ' IR0DUC12. INC. SNAIL No TE AES/ON51611 FOR ART DEYIAIIDN FROM IRIS DESIGN: ANT (AILURL to BUILD IRE A BRACING IN INUcyE S. j * j ALPINE I BUSS IN CDNI ON MA NC( NIIo III: DN 1 A6RICAIING. NA.M... SHINNING. I115f AL11NG AIIINf DESIGN (UK DNMS N111. AM ICA6l1 PAOYISIONS Of NOS (NATIONAL DESIGN SPEC. RI Ar4PA) AND TP1. CGNNf CI" BIAIES "I MADE Of 20/I8/16GA (N,H/S/C) ASIR A653 64ADT ID/60 (N. R/N,S) GAt Y. SI(fl, ANNIY IEAIIS 10 IACH FACf OF TRUSS AND. UNLLSS DIMIINIS( IOC- M) ON THIS DIS16N, "SITE DN It ON AM IpGs IGOA.1. SE wI ON IRIS Alpine Engineered PTOdnCIS, IIIC. 1950 Merky Alive Noises Ciy,Ft 33844 FL Cerlificwe of AwhoriWioR 9 567 I ANY INS If Cft ON D( NLA1(1 10Ll ONED TY (1) 511AL1 DE TER ANNIN A) Of IF Do Sf C.I. A DNANING INOICA/15 ACC f 1I ANC[ IN PAINISSIONAL [ IYE[NIN6 R(SION SITILITi 50I. I1 FOR IIIF IRU55 CDMPONI.. D1: SIGN $11DYN. ENE 5UIIABIl11Y AND USE OI THIS COMPON(Nl FOR ANY BUILDING IS JUL RESPO—IIIIIII OF THE BUILDING Df SIGRER PER ANSI/IPI 1 SEC. 1. _ F3) 19 e� Ns. 0121 TY;Z FL 1 -/E/-/- TC ILL. 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-.5"/Ft. REF R061-- 5243 DATE 02/01/06 DRW HCUS11081 06032893 HC-ENG JEL/AP SEQN- 15884 FROM KGS _ JREF- 1SVK081_R63 TNIS OLIG PREPARED 1k00 CUMPIIII-P. INPUT (LOADS 6 DIHE NSI DIl S1 S[Ibi-IiIID BY TRUSS HFR. ( 65470 5llti(H78 ( ZZ69A,tt ( j 1Zt 110f 1 fop chord 2x4 SP #2 N Bot. chord 2x4 SP 112 N Webs 2x4 SP .#3 Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non concurrent live load. Deflection meets L/240 live and L/180 total load. L--1-5-0--J IPLT TYP. Wave ALPINE Alpine &Eghmered Products, Inc. , 1950 A1BIIcy Olin t1Boo ray, FL 33611 FL Ca(iFEMc of ADIMrurion 1567 120 mph wind, 19.23 ft. mean h)t, ASCt 1 02, CLOSrU bldg, Located anywhere in roof, CAI II, IXP 8, wind 1C 01-4.2 Psf, wind 13C 1it psi. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Hipjack supports 6-11-8 setback jacks with no webs. Provide ( 2) 16d common nails(0.162'x3.5"), toe nailed at Top chord. Provide ( 3) 16d common nails(0.162"0.5"), toe nailed at Bot chord. R--232 11-180 R 329 1.1=180 �---- 9-10-1 Over 3 Supports R-354 U-180 W-4.95" (65470-5U5/R78 / 2289A,8 ( ) 12E - HJ7) 20-11-0 3 9 15 *17-4-12 Design Crit: TPI-2002(STD)/FBC C RT=1.00 1.25 10 0 7.20.0918. TY:2 FL 1 E Scale =.5" Ft. •WARNING•• TRUSSES AFOUL RE EIIRItlf CARE IN IABA ICAT IDR. HARM ING, SHIPPING, INSf.LUNG AID BRACING. Y Ef EA ITBCSI 1-D) IA U/LDIYG COMPARE RI SAFETY INFORMATIDNI• PUBLISHED BY ITT (TRUSS Pi Alf INSII IUII. SB] O'DNDINIO DR.. SUITE 2OD, MAOISON. MI SS115) ANO YIfA IYODD TRUSS CODICIL 11' 1LICA. 1.11 FYIFRPRISL LN. -Viso.. YI SUl19) FOR SAFETY YRA[IICIS TRIM 10 PE Rr DR"IN4 THE'[ (UMCIIONS. UNL[SI Ol U1RNISE INDICATED. 101 CI+DRO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL PAVE A YNOPERIY ATTACHED A,nIDCMING. �� // C • + V ••R�•�'j. • •" .+ V �• rl ••� ��'��•YYY f 3 T C. L L /� T L. D L BC DL 20.0 7.0 10.0 P S F P S F PSF R E F R 0 8 1-- 5244 DATE — 02101106 -- DRW HCUSR081 06032899 H C - E N G J E L / A P "•TMPORTAMT*'Y YNNL SN A CDIr Of THIS DESIGN 10 THE IRSIALLATION CONTRACTOR. Ai PIY[ FYGINIIRED PRooucls. BeI. Lint NDi BE R(SPONSIR[ TOR AYY DENIAIIOtl FROM THIS DE514tl: AtlY rAnl"II ID Buuo rNl TRUSS IN CON"ORMANCE WITH IPI; ON YABNICAIING. HANDLItl4. SNIPPING. INSTALLING t BRACING OI IR VISES. DESIGN CANYON"$ WITH APPLICABLE PROVISIONS OF AS (NAIIOXAJ DESIGN SPEC. BY AF&PA) AND Ill. At PINE CORALCI OR ILAIII All MADE OF 2D/IB/114A (Y ,11/S/YI AST" A6SD GRADE AO/60 IN. N/II.SI GALN. SIEEL. APILY PLATES fV (ACM YA'E OI TRUSS AYH. UNLESS OTMIRYISE LDCAIED Otl THIS DfSIGtl, POSITION PER DRAWINGS 160A i. nYr fwsrfclA, Of PLATES IOLIONED 6+ III s"ALL BE 1[R AIN[R A) Of TY11-ROO! SEC S, A SEAL ON LHIS IIRANIM6 INUICw/E5 A[Cf vIANCE 0! 1'R OFf SS10NAl [pGl"[[II MG RC$IDN$INII IIY SDI [LY FOR Ell( TRUSS COMPONENT DESIGN $W"HN: THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS IN( RIIPON$IBILIT+ Of I"1 i * : �% •: t STATE OF •W(•� 0 RIDPj� . �f• 11 B C L L TOT L D . 0 . 0 37.0 P S F P S F S E D N 15838 D UR . F A C . 1 2 5 FROM J R H _____ S P A C I N G 24. 0 " J REF - 1 `A 4 K 0 8 1_R 6 3 BUILDING DESIGNER PER ANSI/Tfl I SEC. I. �� - ]HIS DWG PRFPAREG FROM cOMPUIER IN9lil (LEADS A 01ME11SIONS) SUBMITTED 6Y NUSS MfR. t b94/'J 7Ut)/H/0 / ZZOVA,t1 t ) 1ZL L0 ) Top chord 2x4 SP #2 N clot chord 2x4 SP #2 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. Provide l 2) 16d common naiIs(0.162'x3.5"), toe nailed at Top chord. (Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Bot chord. R-166 U•-180 11=127 U-180 1IE O OI itte 7-0-0 Over 3 Supports -� R-324 U-180 W-3.5" 120 mph wind, 14.24 ft, mean hgt, ASCE 7-02, CLOSID 1)1d9, not located within 4.50 ft from roof edge, CAT 11, FXP B, wind 1C OL-4.2 psf, wind BC 01 5.0 psf. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets L1240 live and L/180 total load. +0 11-0 3 10 3 - -_ +17 4-12 (65470-51.15/R78 / 2289A,B ( ) 12E - EJ7) PLT TYP. Wave Design Crit: TPI-2002(STD)/FBC C RT-1.00(1.25) 10 0 7.20.0918.19 FL 1 £ - Scale =.375" Ft. A AWARN)MGPA TRHSSES REWIRE f]IRIINF CARE IN CADRICATIDN, HA40LING. SNIPPIMG, INSIALLING AMP BRACING. R Er ER t0 RCS( 110) LRUILDING CDNPNNENI SArIV1 INIORMAIIUN). PUBLISHED DY 1P1 nNH55 PLAIT INS11 IUff. SO] U'ONOFRIO ON.. SUITE E00. MAD/SON, NI 51110) AND NICA (MOOD TRUSS COUNCIL 01 AMLR I[A. 6)pD [NfIRPRISE LN. "PRISON. NI 6)719) FOR SAFf1Y PRACTICES PRIOR TO PERFORMING THESE FUHCIIOMS. UNLESS OIIIFN1115E INDICATED. TOP CHORD SHALI "AYE PROPINtY AIiACHIO STRUCTURAL PAMEIS AND ..It- CHORD SHALL HAVE A PROPERLY ATIACWO . P� �%� O M • C L L T C D L 20. 0 7. 0 P S F PSF R E F R 0 8 1 5245 DATE 0 2 / 0 1 / 0 6 -- DRW CAUsao81 06032907 ALPINE RIGIDCE:EL1No, 'A)MPOWTANTMM{U4NI SH A COPY Of THIS DESIGN ip IN! 1N514tt ATItlM CO NI4ACTBR. AIPIME CMOIM(f Rf IA 000CT5. 1NC. 511A11 YOI BE RISPONSIBIF EDR AMY OE YI Al1oM FRB" 1111E OESIGM; ANY iA II TIRE f0 RUILD EN TRUSS In CRNIONMAMCL W1111 TPI; ON rABRI[AfInG. NANp1IMG. SNIPPIMR. IMSIAIIING t NRAtING DE TRUASfS. ) y � No. 2 2 C DL p(� B C L L 10.0 0.0 PSF P S F - C A - E N G L V T / C W C S E Q N - 26116 Alpine EngineercdPraduct5, Inc. 1%50 Marley Drive I Haim C'D,F], 93844 FL Cenifcate of AWbprizalin 0 %1 TIC SIGN CO Nr ONNS YIIM APPIICAtIE PROYISIDNS OF NDS (NATIONAL DESIGN SPEC, DI AFIPAI AND TPI. AIIi HE CONNECTOR YI AILS ARE MADE OF 7tl/IN/164A (Y,N/S/t7 ASIN A65] GRAD[ ND/60 (M. t/11. 5) 4AI Y. STf EI. APPLY PLA S t0 lA[N FACE 6f IR11SS AND. UNLESS OIHERNISI LOCATED ON rNIS DESIGN,/0511100 PIt BRAN IMo% 160A E. ANY INSIECIIOM Or PLAIES fOLIONEO 0Y 11) S4Atl Of PER ANNEI A] OF IPII EOOE SEC.]. A SEAL ON INIS URAW111G I4DICAtES ACCIIIANCE Of P4pFtSSIONAL ENGINEERING RISPOOSIB1l11Y SORELY FOR flit TRUSS COwONCIIf DESIGN SHOW , THE SUIIAB11111 AND USf OF THIS COMPOMENI EON AN' RIIIl01MG IS INE RCSYOM51pItIll pI THE OUItERING DES(CAER PER AMSIfit I SI[. t. ' A = "'^COj��N.- M 87AE w// S ��j�,iNG\ t OF ! nPP T O T . L D . 37.0 P S F OUR. FAC . 1.25 FROM S0 SPACING 2 4 . 0 " J R E F - 1 S l' K 0 8 1 _R 6 3 THIS DOG PREPARED fRO14 C014PVTLR INPU1 (t. OADS b DIFIE NSIONS( SUBNII TED BY TRUSS 101' lop chord 2 x 4 SP jj2 N Bot chord 2x4 Sly #? N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common naiis(0.162"x3.5'), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 1IE �-5-0-0 Over 3 Supports R-252 U-180 W-3.5" 12C1 mph wind, 18.74 ft.ilean hgt, ASH 1 02, f.tOS(D bldg, not I. IL:(J within 4.50 ft from roof edge, CAI II, LXP B, wind IC DI, -4.2 psf, wind BC f)L--!i.0 psf . In lieu of rigid ceiling use purl ins to brace BC @ 24" OC. Deflection meets L1240 live and L/180 total load. R-116 W 180 2-10-3 R-89 U-180 _ _ 17-4 12 (65470-5U5/R78 / 2289A,B ( ) 12E - CJ5) Design Crit: TPi-2002(STD)/FBC Scale -.375" Ft. PLT TYP. Wave C RT-1.00 1.25 i0 0 7.20,0918.20 OTY: FL -/1 E - ARNARNIMGAA IROSSES AEWINt FITREW CARE Ell l6BRIUf10P. TIMING. smlPIING, 1N5/AU1116 Apo SAACING. TC LL 20.0 PSF REF R081- - 5246 R(l ER I0 RCSI 1 03 (1101-IMO CBRPONtaI Will Wool'Al10a). IURLI LIED BT III 11RUS5 PLATE IpS/ltull. so) G ` D-ONOlRIO DR., SUITE 100. MADISON, YI S3710) AND MICA (WORD 1RUS1 COURCiI Of ANER ICA. " D ERIERIRI51 to, OIMERY15f )NDICATID. P� •• C D L 7.0 P S F DATE 0 2 / 0 1 / 0 6 HAOISDM. YI S3719) FOR SAf(19 PRACTICES PRIOR TO PERIUNNING INt1[ fUNC11pNS. UMl[SS MAY( IRDPlotI AITAC III II SIRUP. 111R Al •Ap115 AND BollOM CNORD S11ALl RATE A PROPf NLf ArIA wo ..�\P �' I -- tarC11UR0 S11111 NIRiD Ct IL I tl4. Q" �A• DL 10.0 PSF DRW HCUSR081 06032900 r ��6 ' -AIMPORTANT—ouaa(s. A COPY Of Ems O(s14N TO IN1 IM5(A-11ON CONTRACT"- AlI1YE ENGIMCEIE IRON ANY GA IIUNE 10 BU11.0 IN i B ILL 0 D P S F C E N G GD L / A P ALPINE PRODUCTS. INC. SMALL Nos BE RESPONS16LE /OR ANT 04 41100 IRIS DESIGN: IRUSS IN CONIOR—Cf YI711 TI1: OM r0ftp"11". MA MOt1YG, SNIPPING. IRSIA11144 { BRACIMG 01 IRYSSES. , . _t) D[510Y CORl ORNT YIIN AIIL I[ABl[ PR091 SI ONT a pDi IpAIIDNAI OE S14M SI[C. RY A!{IA) AND 'f 1. ALPINE T T L D 3 7 0 PSF S E ON - 18731 C OaatCION PLATES ARE HARE Of t0/1B/16C.A (Y,IE/5/Y) ASIN A65) GRADE AO/60 (Y. R/N,T) GAl 9. S/[[l. AI PLY P[R DpAYlYGI 160A,1. IS ATE OF f . . . IIIeElgineeredProducls,111C. ISSO Mrs' K 'Wm city, FL 3)�d �c 0f Adimirxion 8 %7 It A Us TO (ACp FACE Of IRUSS AND. 001(15 OTIIERMISE IOCAI/D DM IRIS DESIGN. IOSIIION All INSPEC/loa 0! PLANS fO(LOW1U 11 (1) 311A11 O[ Ill npp[) Al 0! TI11-t00f S[C.). A 1[Al Otl I1111 UNAWING INDl1Al11 ACCIIIAN[[ 0! IROI Es510NA1 1111MIR1 NO R1 SI0pSIBil I1V SOUL+ CDR I'll IRUSS CDNIONEYT ' DS s1GN SNoWN. IRE sU11ARlu IY AND IISr O! IN.S CONIONCNI 10R All BUILDING 11 1M1 Al1IWSIBll111 OF I'll BUILDING DESIGNER PfR AASI/IPI 1 SIC. t. A i tVnTIDNA ••A ^U �.6 ♦^ /�A+ /1 U R F A C SPACING 1 2 5 2 4 . D " FROM S0 J R E F - 1 SV K 0 8 1 _B 6 3 f MIS DWG PREPARED fBOM COMP11TER INPMf (LGAOs 6 DIME NSIONSi SUGMII fit) By IRUSS MF R. ( fD 5q/U-t�117/1,/t5 / LLtI`JA,D I. ) ICt L.,I 7 P. ) for) chord 2x4 SP N2 N BoL chord 2x4 SP #2 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non-conc,urrent live load. Provide ( 2 ) l6d common nails(O.16Z"x3.5"), toe nailed at Top chord. Provide ( 2 } 16d common nails(0.162"x3.5"), toe nailed at Bot chord. Ra120 U-I80 2002 2 10 3 P,T90 U-180 17-5-14 2X4 (Al) �-5-0.0 Over 3 Supports R-191 U-180 W-3.486" 120 mph wind, 19.09 ft mean hgt, ASCE 7 02, C10 W) bldg, not lor.,ated within 4.50 fI, from roof eck)(�, CPI II, EYP [3, win([ I DI_-4.2 pSf, Wind BC 01-5.0 psf. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets L1240 live and L/180 total load. (65470-51.15/R78 / 2289A,8 ( ) 12E - CJ5A) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT-1.00(1.25) 10 0 7.20.0918.20 QTY:1 FL /1 E Scale "WARNING" IRUSSES RfOU1Rf (ftRfM CARE IN FABRICAl10N. MA.Dtf.G. Sf11PPING. INSIALIING AND BRACING. ft ILL 2 0, 0 P S F R E F R 0 8 1 5247 RLF[R IO SCSI 1-03 (BUILDING COIR'0N£N1 SAFETY WORM IIONI. PUBtISN(0 of IPI (IRUSS IIAI£ INSfi'"" . 143 an 410 VR.. SUITE J00. NAOISON.'AC I W1t Cr S3TIP) AND MICA (Y000 IRUSS COUNCIL Of AMRICA. 6T00 (NIFRVMISC lN. /� y L Df CHURDW SHALL 1 HAVE 0PRMERIT ATTACHED S STRUCTURAL PAYfLStNG AMD TBOTTOMSt BCNUMUMS. SHALL LESS HAVE AI PROPERLYI AIIACNEO f��C- Y7 • FA T C D L 7 • O P S F DATE 0 2 / 0 1 / 0 6 TOP _ - R161OCEf(IMG. BC DL 10.0 PSF DRW HCUSR081 06032904 A-IMPORTANT--IURNISH A COPY Of TNIS DESIGN IO II.0 INSTALLA110N CONFRACTOM. AtPINC [NGINLCR ( No. i BC LL O.O PSF HC-ENG GDL/AP PRODUCTS, INC. SNAIL MOI B[ ME SIGN STOLE FOR ♦NI BE I A/ION IADN TIIIS OLSIGM: ANY fAIIUML IO MU110 TN y ALPINE RVS! IY CDNFORNANCC NIfM f11: ON fABRICATINO. 111*11INO. SNIPPING. INS/All1N0 { BRACING Of (BUSSES. 1N i OC 514N [OYf ORNs NITII AVPII[wBl( PROYI SIGNS Of IDS IMAt10NAE D[{IGN SPL C, BY Af {P A) AND IP1. ALPINE �t �I �� T 0 T L D 37.0 P S F S E Q N - 18734 CONNECTOR Il A1ES AN MADE 01 CD/16/16GA (N.M/S/RI ASfM A66) $RAM. AO/60 (V. B/0.$) OAIY. SIEEL. APIIY i PIAIFS 10 EACH FACL 01 TRUSS AND. UNLESS 0111EMNI9I LOCATED ON THIS DESIGN. IDSITIDM PEA DRAWINGS 100A J. w ANY IYSPEC110A OF PLATES fOtIONED 61 (f) SNAIL US PER AYYfN A! Of iPI1 f00J S[[,l. • SEAL ON IN IS • .,f-I O q10�/r 0 0 R . F AC . 1.25 FROM WE W Afpux Eagineered Products, Inc. I DY•WING IYDICA OF ACCFPIANCE Uf PROF [BSI OMAI EN0INEERING RESPDNSI YIIt tY SOL [LI ION TN( TRUSS COWONEN1 4 _ I�Mufcy B&C Of: SIGN SHOWY. T11E SU"A6IIIIY AND USE OF THIS CWOBENI TOR A01 BIMIDING IS toff RESPONSIBILITY Of III( @ 1btwC.y,F. 33344 BIIILYING at SIGNER PEA ANS/J1I1 I S(C. E. Al �Ofil SPACING 24.0" JREF 1S''JK081_RY63 I If IS UNG PRA PARED fRON CIi141'1111R INPUI (i. OADS S DI HE IISI ONS) SlIB)II 11 I B TRUSS of R. I UJ -f,V ,/" / - I —.1 1 Top chord 2x4 SP #? N Rot chord 2x4 SP #2 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"0.5"), Lop nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bolt chord. T18-11 0 6 (--- R-63 UF180 / 1-1I0-3 17-4 12 R-52 U-180 2X4(A1) 1Yc-- 3-0-0 Over 3 Supports R-183 U-180 W-3.5" PLT TYP. Wave ALPINE Z� — Alpine Engineered Products, Inc. , 195D A111rkIlimRD Hama Ciy, FL Bl" FL CDNificak of AuthwizaiDe 9567 120 mph wind, 18.24 ft mean hgt, A.SCE 1 02, CLOSED bickl, Located anywhere in roof, CAI 11, EX.P R, wind IC I 4.2 Psf, wind SC D1.-5.0 Psf. In lieu of rigid ceiling use purlins to brace BC @ 24" QC. Deflection meets L/240 live and L/180 total load. (65470 5U5/R78 / 2289A,B ( ) 12E - CB) Design Crit: TPI-2002(STD)/FBC C RT-1.00 1.25 10 0 7.20.0918. A•YARN1116AA ;RUSS15 REOVIRC ES/REHE CARE IN l+6RICA/ION. UAMDE I MG. SHIPPING. INSIALIING AND BRACING. �' RtiiER 10 BCSI 1-03 IDUILOIMG CQNPQM[N/ SAf(I, IM,04-1fDN). IU11l ISN(O QY fYl IrRU5S PIAII INSilluf[. SD3 D'OMOf R10 DR.. 5U11E too. HA"ISON, YI S)719) AND YICA IWO- INUSS COURCIL Of AK MICA. 63" 1M11RPRISE IM, G P•.•`PP• .At" SON. YI 53711) FOR SAIEII WRAC IICCS PRIOR IU PE Rf URNI MG INISE fURC110NS. UNLESS OIxCRYISE INDICAIED. v 1OP CIIONO 5HAll. HAVE PROPERIV AIrACHCO SIMUCIURAE PAMEtS AMD 801f ON CHORD SHAH NAVE A PROPERLY AIIACIIID RIGID CEILING. ••IMPORTANT"lURNISH A COPY N I'll, o1slOM 30 1N[ INSI+tlA 30. CONIRA004. AEPIYC IRG1N[OEo y f H� PROpUCI}, INC. SNALI NOf R( MIS PDNSIVIE fON AN DI VIA710N lNOM 11115 D[SI{M; ANY r.11"AI ID MUIID IN( 1R fi TRUSS IN CO NI DNNA NCC YIIH 111; OM PA11M JCAtl%G. HARDLtNG. SHIYII YD. IMSIAll IM6 { DRACIN6 Of 'Russ I S. tllS/6N GOMf P11N4 VI11I AIPIICAMI( PRQVISIONS Of NUS fbAIIONAI O/SIGN 5PIC. OI AISPA) AND IPI. AIPIN it TAT 011116, 10 YI A TES AFL _D1 Df tD/10/101A EY.II/s/R) ASfN AOS3 GRADE AO/00 IN. R/H. S) WIY. 11/EE. MYIV "I'll 10 [ACH IACI Df IMUSS ANO. UMl[SS OIYERYI S[ IOCAf ED OY fNIF OI SILR. ID 11lIOY PlR DR AV IxLS 160A AYY INSY[CI1011 01 IIAItS iDIlOMEO BY II) MIAII NE I[R ANNER A) or IIIIIOOC SEC.). A SCAT OM fNli UI DRAWING INDICA115 ACCEPIANC[ Df IROf1151D"Al 11161111E RIRG R[SI PMS1111l IIY S01.El1 fOR 111E TRUSS CPNPONC N7 S DESIGN SfIPYM. /TIC SYIIADILIi1 A110 USE OF 1x13 [" D.ENI fOR ANY RUILDI11G IS IxE Y(SPUg51DIlllI Df IN[ Mi BUILDING DESIGNER PER AN51/11I 1 SEC. t. f /'.. OTY:3 FL 1 E - Scale -.375" Ft. TC LL TIC DL BC DL BC LL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSFATE PSF[DRW PSF PSF PSF EF R081- 5248 02/01/06 HCUSR081 06032901 HC-ENG GOL/AP SEON- 18732 DUR.FAC. 1.25 FROM SO SPACING 24.0" JREF- 1SVK081_F63 uIe rD�o ooDne n R or - r 10 n. t THIS ING PREPANEI) FROM CUMPIITER INPUT (I00S 6 DIMENSIONS) SUB1111ltl) BY TRUSS MTR. �fop chord 2x4 SP #2 N Bot, chord Zx4 SP {(2 N Deal] loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non noncurrent live 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. 6 i—-1 19 0-2 R-70 U-180 / 1 10-3 _ 17-5-14 R-53 U--180 2X4 (Al 3-0 0 Over 3 Supports R-117 U-180 W-3,486" 120 mph wind, i8.1)9 ft mean lu)l, ASCi: 7 02 CLOSED bld9, Located anywhere in roof, CAI II, EXP B, wind K GI 4.L' Psf, wind BC 1)1-5.0 psf. in lieu of rigid ceiling Use purlins to brace BC @ 24" OC. Deflection meets L/240 live and L/180 total load (65470-5U5/R78 / 2289A,B ( ) 12E - MA) PLT TYP. Wave Design Crit: TPI-2002(STD)/FSC C RT-1.00 1.25 10(0) 7.20.0918.20 QTY:1 FL/-/1 E - Scale -.375" Ft. AANARNINO•• TRRISS[S 41601RI LKTRENF CARE III FADVICA1I0R, MARDIIRG. SHIPPING. INSTALLING AND BRACING. R Lf [R 10 BC SI I D) (BtlII DIRG [OMPONt RI TALE ff INf ORMAIIONI. PUBLISHED BT IPI (TRUSS Pt A1E INSIIIUTL. SO) D'flROf RIO DR .. SUI/E f00. MADITOH. NI TJ/191 ARP N1CA (VD00 IRUSS COUNCIL 0f AMERICA. A100 ENIEAPRISI IR, MAU150R. VI SJ7191 VOR LIL I1 PRACTICES PRIOR ID PLRf0RN1 MG f.f S[ 1UM[110NS. UNLESS 0111f PVISL INDICAIF D. TOP CHORD SOAI.t HAVE PROP[Pt, AfTACHCD STRUCTURAL PANELS AND DDIIOM C11ORfl 5MAlL MA10. A 1NOPERLI AII—Ho • ••�, � �`C S••• T C L L T C D L 2 0. 0 7 . D P S F P S F R E F R 0 8 1 5249 _ DATE D 2 / D 1 / D 6 DRIB HCUSR081 06032905 — AL P I N E Alpux E1lgineered Producls,lllc 1950mmkypliY I Have6r:y.FL 33844 RIGID Cf ILIRG. • AIMPORTANT••1URNISH A 1011 OV 11.11 U[516N 10 111E 1NSTAIIA110P 1DNIRACIDR. AI PI Nf E1161 H([RIp PRDDHG,6. INA. 511AfL RDI .E RE6PDN51NL( f0R .N1 DfY1,I1DN fRDM 11I15 D151GN: Atl1 IA 1. 10 H. IN1 TRUSS IN CONI DRMINCE V1111 111: OR iABRlCAIIN4. 1MNDt ING. SIII IPIMG. IMSTALIINU l BRACIR6 Of ,RVSS[S. Of NDS (RAIIORAI 01616N SPEC. Of Af6PAI AND TPI. ALVIN( OESIGN Co.DRMS NITH AP/[IDOL[ Ty CONNECIOR PtAlr$ ARE NAVE 01 E0/ID/16GA (N.H/S/K) AS TM A65J GRADE •DfGfl (U. Kf11,3) GALV, 51[[L. AIPl1 PLATES ID (Al:VICE DI INOSS AND. UNLESS DIHIR1115[ LV(A/ED ON INIS DESIGN, POSIT IDR PfR DNAVINGS 160A 1. AN, INSPf [IION OI PIA I[S IOl1UVt0 B1 III SMAII N1 P(R A.M. AJ Of I'll 100/ 111.,. A SEAL OM IN1S BRAVING INDICAf[5 ACC[PIARC( O! PROV[S510NAL ENGINEERIRG R(SPONSIR11.111 SOIEIY FOR IN( IRUST COMPONENT DES IGR TN6YN. INE SVIIADILIT, AND USE OI 1HIS COM'flRF.NI fop ARV RUILOIRG IS iRC R45PONS10IIIir of TIM SH DIK EKSIGNEN PER ANSIIIPI I SEC.. 2. .. Q• �' * • i 1 No• 1 STATE OF " AF� RtpP [Sy�;;ji • � •?v 1 ` DL B C L L T 0 T . L D . I0.0 0.0 37.0 P$F P S F P 5 F N C E N G G D L/ A P S E D N - 18735 D U R . F AC . 1 . 2 5 1�1 1�1 FROM W E W SPACING 24.0" JREF - 1SYK081_R,63 TIIIS ONG PRTPA.RED I'R011 COMPUTER INPUT (LOADS A 01MCHNI0145) SUE(""110 a'1 TRUSS HFR. ( 0D'1/v-:)to D/n/0 / cc.—.0 L ) -1 -1,/ Top chord 2x4 SP #2 N Bot. chord Zx4 SP fj2 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non Concurrent live load. 120 mph wind, 17.74 ft mean hgt, ASCE 1 02 CHII H) bldn, located anywhere in roof, CAI I1, f_XP B, wind H DI•4.2 (,st, w! nd BC Dl.-5.0 psf. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets 1/240 live and L/180 total load Provide ( 2 ) 16d common nails(0.162%3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 6r--.... -L ®� R--10 U-180 0 10-3 G/� 11--12 U-180 �- 2X4(A1) 1� 1-0 0 Over 3 Supports IPLT TYP. Wave ALPINE Z Alpine FA neered Products, Inc. f 1950 msr c)ADnve Hition Cuv. F1, 33844 R-138 U-180 W-'3.5" 17-11-0 17 4-12 (65470-5U5/R78 / 2289A,B ( ) 12E - CJ1) Design Crit: TPI-2002(STD)/FBC C RT=1.00 1.25 10(0) 7.20.0918.20 'NARNINO'• IRUSS(S R10u1RE [BIKE NT CAR[ IN fARRICATIOR. NAIIDl 100. SNIPPING, INS18I11NC AND BRACING. R[Ifa 10 BCS1 1-D7 (BUILD1pG [pW."U N1 SAfl1T 18(ONNAt1UN). IUBIISNCU BI Ifl (fRV55 PIAII INSIIIVIL. 58) U'ONOf NID DR.. SUI If 100, NAVISON. NI S)Iif/ AND NTCA (NDDD TRUSS COUNCIL Of AN(RICA. G)OD 1NT1APAI SL lN. C 1HDISOX, Ni S]1191 IDR SAlE IY —VICES PRIOR f0 P[RIORNING TN[S1 fUN[110.5. UNI[SS DIIIERNISt ITo CA11.D. . LOP CNOBU SUAL1 NAY[ rNOf CRLY AIIAC1419 SI.UCIIINAI. rAN(If 400 8017DN CUORD SIIAII XAYf A IRDILRII AITACUEO ' RIBID CE11t". l' Na' YL CNG INCt RED '"INPORTANT-1NNNISn A C"I of IIIIS DESIGN IO 1NL INSIALLAl10N CONIRACION. AIr 1'", IN DDVCIS. INC. bxAlt N0/ DC N111YNS18/L /BR ANT 0111AI10II 1NON 1.15 DISIGNf ANr rAIL11RC 1B BVIlO 111E N+NDI.I IN>1Alll Yli S DRAIING Of TRV S SI S, C /� TRUSS IN CONE DSNAN[l NI 111 TII; UB rABRICAIIXM1, NO. f1IIPPIMO. Ul SION CDNf URNS NIIN APPLICABLE PROY1f10N[ or NDS (NArIDNAL D[S14N SI.1L• DI Af A1A) AND TP1, AlI1N[ t C 9119CIOR FLAIIf All MADE Of ID/18/1KA (0.111b/RI AS(N A05) GNADr A0/60 (N, R/N.$) GAIY. SitLl. APPLY STA1 Il A11S TO CACn r.[f Of TRUSS ApD. UYl[SS DryIC RNI SL IOCA![D ON IN IS D[fIGY, IOS1IIOx f[R -ANI NOS IODA i. ANY INS r1C tIDR 01 ILA iLS IDlt 0YL0 8r 111 fxALt B[ f[R +NNif A) 01 iP11LODt SEC.). A SEAL OR '.IS CONPORE NI • fA� O UR ANING IN111 LAI[S AC CLP TA NCC Of fR 4f1SSI0NAl EYGIM[L RING RL SPONSIB IIIII SOl1LY FOR IN[ TRUSS DESIGN SIINNN, IN( SUIIA81LIll AND USE Or 11115 CDNPDNf NI FOR ANY BUILDING IS INr RESPANSIOIIIIY Of )UI 8UILDING Ot SICIER PER ANSI/IPI I SIC. Z. , r At OF TY:3 FL-/1/-/E/-/- -17 LL 20.0 PSF ( TC DL 7.0 PSF C DL 10.0 PSF 8C LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale m.375"/Ft. REF R_O81-- 5250 DATE 02/O1/D6 DR W 4cuSR081 06032902 HC-ENG GDL/AP SEQN- 16733 FROM SO_ _ JREF- 1SV1(081_R63 IMiS DWG PRLPARL!) FROM COPIPUILR INPUI (t UA.u� 6 OIMt. N�IUN>) ,unril--' D1 .11— ..... lop chord 2x4 SP 112 N Rot chord 2x4 SP #2 N Dead loads are stated on projected horizontal area basis. Bottom chord checked for 10.00 psf non concurrent live load. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 6 F-- -L -� R-�19 U-180 0 10-3 leo2 _ 17 5-14 R�-15 U--180 2X4(A1) 1-0-0 Over 3 Supports R-43 U-180 W-3.486" PLT TYP. Wave -- ALPINE Alpine Engineered I'mducis, Irx. 1950 Mw1<9 DUYC " 119im Cig, FLY 33844 120 mph wind, 18.09 ft mean hgt, ASCE 7 01, CIOSLD hldg, Located anywhere in roof, CAI II, IXP B, wind 1C Di.--4.2 psf, wind BC DI•LS.O psf. In lieu of rigid ceiling use purlins Lo brace 13C @ 24" OC. Deflection meets L/240 live and L/180 total load. (65470-5U5/R78 / 2289A,B ( ) 12E • CJ1A) Design Crit: TPI-2002(STD)/FBC C RT=1.00 1.25 10 0 7.20.0918.2 Y:1 FL 1 E Scale -.375" Ft. -WARNING.. 1ANSS[5 RERUIRf ERFRLME CAR[ I" 1.541CA710N, NANUII.&, SNIPPING. 1N51AlLIN,. AND BRACING. R[i ER TO Bf. SI 1 0) IBUIL D,"G cNMPON(A, S.1,1T IMF DRNAIIUN). PUBLISN(O BT (PI ([BUSS PLATE INf11TUff, 503 O'ONDf RID UN., SUIT( POO, MADISOB, YI $?)lY) AND 41CA (NODD TRUSS COUNCIL OF AINAICA. 6300 FATERPAIS[ LN, IUDISON. N1 11111, 1. SA1111 FRACIIC[S PAI UP 10 I[RIDNMING 1.11 1.111.1. UNLESS Df Nf pY1 S[ INDICATED. lOP CNURU SU.LL "A" PR OPf RIT 11IACNED SIRUCIURAL PANLLS AND bill ON CHORD "ILL NAY( A PROPLALY Af IAMIED Rt41D mil". "IMPORTANT",UPPISH A COP1 IN 1111% DESIGN 10 fill I451ALt AfION CONIAAC10A. IPINE (NGINE[RL PRDOUciS. INC. S11All N01 BL A(SPONSI BI[ f0A ANI DETIAIIDR FAUN INIS O(SIGM: ART IAIIUNI ID BUILD T 1 PUSS IN CONEORMAW(f WIIR f11: UR FABR ICAIIWG. IIAMDI IYG, SNIPPING, INSIALLING B BRACING OF TRUSS["SIGN CONFORMS NIIN AIPIIcABL( M,ISIDNS OF NUS I—IONAL ULSIGR SP(C. 81 AFLIA) AND 'PP. ALPIN CONNECtDN PLAITS All MA0( Of ID)IB/166A LW.M/S/X) ASIN A653 GNADf 40/60 IN, N/M,S) GAL Y. SI(LL. AFYLT PLAT[$ 10 EACH fAtt OF fAUSS AND. UNLt SS D/11f AWIS[ IOCAI(D ON IIIIS ULSIGN, POSITION F(R DRAWINGS 16OA-1. ANY INSFECtION DF PLAIES /OIt OW(U BI (1) SNALL B1 PfR ANNEX A) Of ffil t002 SEC.). A M AL OR IMiS UPANIR1 INOICAI(S A[CIPIA( Of PRNA OICS510L IN61N((RI11G AESIDNSIBILIIT S01ELY TOM IUE 1RUSS CO-ONLNf RC DESIGN SNOMN. f.[ SUIIABILI IY AND USE OF IIIIS CONPOM[Nl FOR ANY BUIIDING IS THE RESPDNSIBIEIIT Df fill BNIt DING DESIGNER PLR ANSI/TPI I SIC. I. �• / Nam••.•• •••. , 1 V fie. 221 i ,* : :, 7A O:: f Vj�••. O R�D :•' ` Fn -r V 'AN 4-~ A1V liK/RELIf7µfAC1*—'� T C L L BC DL BC L L TOT . 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 REF R 0 8 1 5251 DATE D 2 / D 1 / 0 6 DRW HCUSR081 06032906 H C - E N G G D L / AP S E QN - 18736 D U R F AC . 1 .25 FROM W E W SPACING 24.0 " JREF- 1SVK081_R63