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441 Kays Landing Dr 07-782 SFRPERMIT ADDRI CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE "SUBDIVISION PERMIT # O / 9 O �-, DATE () d 0s- 1 0 -7 PERMIT DESCRIPTION C1 eW S j F 09 PERMIT VALUATION 4 ? ► a�o g SQUARE FOOTAGE 39 O8 City of Sanford Certificate of Occupancy ISSUED PARCEL NUMBER PROPERTY ADDRESS PROPERTY ZONING OWNER CONTRACTOR May 14, 2007 34.19.30.520-0000-1140 441 Kays Landing Dr SR-1 Engle Homes 11315 Corporate Blvd #250 Orlando, FI 32817 Engle Homes PERMIT NUMBER 07-782 DESCRIPTION OF WORK New Single Family -Detached CONSTRUCTION TYPE . VB OCCUPANCY USE GROUP. R3-Detached OCCUPANT LOAD n/a SPECIAL CONDITIONS. n/a In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2004 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. Approved YVn Building Official BPOOEU02 CITY OF SANFORD 5/11/07 Edit Narrative 16:26:01 Application number, type . . . Property address . . . . . . . Type information, press Enter. 07 00000782 NEW SINGLE FAMILY HOME - DE 441 KAYS LANDING co sign off: P&Z: MR 05.07.07 PW: MW 05.10.07 UTIL: RB 05.07.07 Final f/s on file: 05.07.07 More... F3=Exit F5=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel F21=User defaults 3y/ 9 30, 5 a U- v 000 ^ / / C-0 - U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28. 2009 Wational Flood Insurance Program Important: Read the instructions on pages 1-8. 0`7_ %g,�L- SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name ENGLE HOMES 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 441 KAYS LANDING DRIVE City SANFORD State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 114, KAYS LANDING, PHASE 2, Plat Book 69, Pages 43-44 Seminole County, Florida. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 28.47'43.75"N Long. 81 18'26.18"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) 0 sq ft a) Square footage of attached garage 330+/ 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 0 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF SANFORD 120294 1 SEMINOLE I FL 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 04-17-1995 04-17-1995 X NOT APPLICABLE 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) _ 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) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1430, 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 Local Vertical Datum NGVD 1929 Conversion/Comments None Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 36.80 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 47.45 ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A. ® feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 36.16 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 35.94 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 35.2 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 36.2 ® 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. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.'- 1 understand that any false statement may be punishable byline or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name RONALD W. HERR, P.L.S. License Number LS4907 i Title Manager of Survey -Central Florida Region Company Name IBI Group, Inc. Address 2603 land Center Park y Ste C City Maitland State FL ZIP Code 32751 17 Signatur jjDate 5-04-07 Telephone (407) 660-2120 -:-- - . FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 441 KAYS LANDING DRIVE City Sanford State FL ZIP Code 32771 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 Item C2.e - Heat Pump Slab Elevation N/A = NOT APPLICABLE Date Check here if attachments SECTION E - BUILDING EXEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. 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 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 ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 441 KAYS LANDING DRIVE City SANFORD State FL ZIP Code 32771 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. Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 441 KAYS LANDING DRIVE City SANFORD State FL ZIP Code 32771 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." V U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Expires February 28. 2009 National Flood Insurance Program Important. Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name ENGLE HOMES Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 441 KAYS LANDING DRIVE City SANFORD State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 114, KAYS LANDING, PHASE 2, Plat Book 69, Pages 43-44 Seminole County, Florida. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 28.47'43.75"N Long. 81 18'26.18"W Horizontal Datum: ❑ NAD 1927 N 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) 0 sq ft a) Square footage of attached garage 330+/ 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 0 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF SANFORD 120294 1 SEMINOLE I FL B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/Revised Date B8. Flood Zone(s) B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 12117CO045 E 04-17-1995 04-17-1995 X NOT APPLICABLE B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: N 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 NNo Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings` ❑ Building Under Construction" N 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 Local Vertical Datum NGVD 1929 Conversion/Comments None Check the measurement used. 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) 36.80 N feet ❑ meters (Puerto Rico only) 47.45 N feet ❑ meters (Puerto Rico only) N/A. N feet ❑ meters (Puerto Rico only) 36.16 N feet ❑ meters (Puerto Rico only) 35.94 N feet ❑ meters (Puerto Rico only) 35.2 N feet ❑ meters (Puerto Rico only) 36.2 N 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 inform ation. I certify that the information on this Certificate represents my best efforts to interpret the data available. --- I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. N Check here if comments are provided on back of form. Certifier's Name RONALD W. HERR, P.L.S. License Number LS4907 Title Manager of Survey -Central Florida Region Address 2603 Hartland Center Sig pany Name IBI Group, Inc. ty Maitland State FL ZIP Code 32751 Date 5-04-07 Telephone (407) 660-2120 FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 441 KAYS LANDING DRIVE City Sanford State FL ZIP Code 32771 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 Item C2.e - Heat Pump Slab Elevation N/A = NOT APPLICABLE Signature Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items 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 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: E1 feet ❑ meters (PR) Datum G9. BFE or (in ,'_one 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 Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 441 KAYS LANDING DRIVE City SANFORD State FL ZIP Code 32771 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. Building Photographs Continuation Page For Insurance Company Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 441 KAYS LANDING DRIVE City SANFORD State FL ZIP Code 32771 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." o 17- 78 �-- CCL IBI November 7, 2005 City of Sanford Building Division PO Box 1788 Sanford, FL 32772-1788 To Whom It May Concern: Re: Lot 114 — 441 Kays Landing, Sanford, FL 32771 The finished floor elevation of the structure located at 441 Kays Landing, Sanford, FL 32771, Lot 114, Kays Landing Phase 1 meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec. 6-7(a). Sincerely, CCL / IBI Consultants, Inc. a division of IBI David . runo, P.S.M. Manager of Survey — Central Florida Region DMB / sd 2603 Maitland Center Parkway, Suite C, Maitland, Florida 32751 USA (407) 660-2120 FAX (407) 660-9070 CCUIBI Consultants, Inc. is a Division of 1131 Group 4 '7IF 'p, IBI GR 0 UP, Inc. IBI AUTHORIZATION �ILB5610 IBI ENGINEERS SURVEYORS PLANNERS LANDSCAPE ARCHITECTS ENVIRONMENTAL CONSULTANTS GROUP 2200 PARK CENTRAL BLVD. N.. SUITE 100 2603 MAITLAND CENTER PARKWAY, SUITE C GROUP POMPANO BEACH, FLORIDA. 33064 MAITLAND, FLORIDA, 32751 (954) 974-2200 (407) 660-2120 ENGLE- KAY' S LANDING PHASE 2 NA77ONAL ROOD INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE COMMUNITY NUMBER 120294 NORTHEAST 114 OF SECTION 34, TOWNSHIP 19 PANEL NUMBER 12117CO040E SOUTH, RANGE 30 EAST, SEM/NOLE COUNTY, FLORID MAP REVISION 0511711995 BEING S 0074'40' E, AN ASSUMED MERIDIAN. FLOOD ZONE X A• A ELEVAnONS DERIVED BY SITE BENCH MARKS SUPPLIED BY THE PLATTING SURVEYOR. L B C li N D R: RADIUS O INDICATES 5/8' IRON ROD SET WITH NUMBER Le ARC DISTANCE L.B. 5610 CI+P (IRC). UNLESS OTHERWISE NOTED e- CENTRAL ANGLE A/C v AIR CONDITIONER SLAB L.B. LICENSED BUSINESS N&D = SET NAIL AND DISC L.H. 5610 CENTERLINE U.E. DRAINAGE EASEMENT PC POINT OF CURVATURE r PCC POINT OF COMPOUND CURVATURE L.M.E. LAKE MAINTENANCE EASEMENT P[ POINT OF INTERSECTION U.E. UTILITY EASEMENT PRC - POINT OF REVERSE CURVATURE F.F. FINISH FLOOR CATV. CABLE TV FHYD. FIRE HYDRANT W,M. WATER METER L.P. - LIGHT POLE ELEC. ELECTRIC SERVICE W.V. WATER VALVE PT =POINT OF TANGENCY 60�io1 = EXISTING ELEVATION LOCATION SKETCH (NOT TO SCALE) SCALE: V - 30' 1 R=125.00 \ \ L=64.23 =29.26'22' LOT 113 2j' 1 it- c i 1 35.5 A. Q a Ol �� c a 5610 f w Js.43' v I 3 Z a O ♦' u n 2 � _ U / N&0 ELL J1525.52 ' 23• 1 34.77 '�'" W RADIAL 139.72' S 7'03 53 33.5 A/r AD w I 16-4.._3'' \ c I m a \ H LOT 114 s.s 35.5 TWO STORY RESIDENCE h \ \\ TRAC T „F„ ----__ 26.0' F.F. EL. CAR. EL. 36.16' Al C2 �11 � C1: A=20'39'S6" 61, �, \ R=125.00' L= 45.09' CHORD BEARING=N07'23'51 "E C2: ?p8 \ CHORD=44.84 LOT 115 A=3'06'52" �� \ R=2336.47' L=127.01' ` CHORD BEARING=N24'54'20"W CHORD=126.99 33.1 LEGAL DESCRIPTION.* Lot 114, Koy's Landing, Phase 2, according to the Plot thereof, as recorded in Plat Book 69, C9 at Page 43-44, of the Public Records, Seminole County, Florida. NOTES.' 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED J. PLAT AND RECORDED DIMENSIONS ARE THE SAME SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS AS MEASURED UNLESS OTHERWISE NOTED. �- ORAwNG, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL 4. LANDS SHONN HEREON WERE NOT ABSTRACTED BY �- PURPOSES ONLY AND IS NOT VAUD. ADD/BONS OR DELE17ONS IBI C.Y0i1P, INC. FOR EASEMENTS AND OR RIGHTS - TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING OF -WAY CF RzCORD. PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN 5. LOCA?'1ONS ARE U.MiTF.D r0 VISIBLE IMPROVEMENTS ONLY. U CONSENT OF THE SIGNING PARTY OR PARTES. 7,;5 SURVEY cOOES NOT RfFlF.CT OR DETERMINE OWNERSHIP. 2. TIES ARE TO THE ABOVE GROUND FOUNDA17ON OF BUILDING. 7 THIS SURVEY EXCEEDS THE M.'XIMUM CLOSURE ACCURACY no. Z FORA SUBURBAN SURVEY AS REOU/REO IN 61G17-6.003 REVISIONS: DATE: BY: OF IDA MINIMUM TE ICA, STANDARDS PLOT PLAN 4/20/06 JAM FOUNDATION 2/16/07 JAM r ✓ FINAL 5/1/07 JAM RO a W. HERR P.L.S. PROFESSIONAL SURVE OR and DAPPER #4907 STATE OF FLORIDA DATE OF SURVEY. DRAWN CHECKED FIELD 700155 4/30/07 IBI' JAM BY RWH BOOK Permit H : O 7 —C p fob Address: 441KajjQ Description of Work: :Ih54,z1) e"ram HYAe Historic District: Zoning: un, OFSANFORD PERMIT APPLICATION P. r Date: _0—_S_ 0'7 Total Square Footage Value of Work: $ Permit Type: Building Electrical Mechanical 1/ Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — H of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy C1a1c. Required) Plumbing/ New Commercial: H of Fixtures H of Water & Sewer Lines d of Gas Lines Plumbing/New Residential: H of Water Closets Dccupancy Type: Residential V Commercial industrial Construction Type: H of Stories: H of Dwelling Units: Dwners Name & Address: Plumbing Repair — Residential or Commercial Flood Zone: (FENIA form required) 5� s0 /oo 0( Phone. ::onlractor Name & Addre : • STREET,iOMWMRCE ►di0O USSC State License Number, s ?hone & Far: Contact Person: Phone: tloJ� 7 5'.3en�/ 3onding Company: \ddress: 19ortgage Lender: \ddress: \rchitecUEngineer: \ddress: Phone. Fa t:: \pplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wort: or installation has commenced prior to (lie ssuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS. HEATERS, TANKS, and UR CONDITIONERS, etc. )WNER'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 onstruction and zoning. WARNING TO OWNER: YOUR FAILURE- TO RE -CORD A NOTICE OF COMMENCEMENT MAY RESULT IN_YOYR PAYING 'WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LE R AN 07ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. IOTICE: in addition to the requirements of this permit, there may be additional restrictions applicable to this property Um ay he and' public records of -ais county, and there may be additional permits required from other governmental entities such as water managcmen stricts c en ' , or federal cues Lcoeptance of permit is verification that I will notify the owner of the property of the requirements of Flori ien Law, F 713. Signature of Oµmcf/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID PPROVALS: ZONING: ?ecial Conditions: ev 03/2006 Li Lo FD: Sign re of Contractor/Agent Date nBERT G. DELLO RU580 Print Contractor/Agent's Name Signature of Notary -State of Florida ;d . MIRINDA C. TURNER MY COMMISSION N DID 212893 :•' �sonallyow EXPIRES: June 14, 2007 SoMed lhru Notary Public Undnndteu Contractor/Agent is _ Produced ID ENG: BLDG: Permit #: U / — Job Address: Description of Work: Historic District: a)-7DZ)0q CITY OF SANFORD PERMIT APPLICATION `� Q Date: Zoning: . Value of Work: $ 7005E2 Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS ,�M Addition/Alteration Change of Service Temporary Pole=:r Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Q j� Construction Type: 2 # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: P, k) Cas L N err rr' . Phone: r43a7 d V7.=�1J Bonding Company - Address: Mortgage Lender: Address: Atrhitect/Englneer.' � Phone: - Address: Fax: Application is hereby made.to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction.. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating • 'construction•and•zoning: WARNING-T-0,GWNERr,YOUR-,FAIL UR.E-TO•RECORD ANOMCE OE'COMMENCEMEN:T•MAY•RESULT IN, YOUR.PAYINO - •. TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date•• :primer/Agent is'" � ' ' Personally Known to Me & ' Produced ID . APPLICATION APPROVED BY: Bldg:. (Initial & Date) Special Conditions: Zoning: Signature of Notary Contractor/Agerrt is Produced ID - (Initial & Date) ' Law, FS 713. �� O :tor/AgA Date ent's ame -State ofL ff o q% eublic State of Florida P•anaJa STemus - a , t:.,nmission DD437139 Lx0 ea 0810712009 . X...P.ersonallV Known to Me or - Utilities: (Initial & Date) FD: (Initial & Date) Permit # : Job Address: T T� Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: Lr- J% D 'L-1;z: Zoning: Value of Work: S ( 0013 .07 Permit Type: Building Electrical Mechanical Plumbing X Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole i Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) '2— Plumbing/ New Commercial: # of Fixttues # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction: Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) i Owners Name & Address: Phone: Contractor NauA9WA ilia &8U3 ssegNW`t qC P 0 80K 1117 State License Number: r. SANFOEtO, FLORiDA:3P72 111 Phone & Far. (407) $23 7513 Contact Person: —' %VANTAGE PLUMBING, INC BondCompany- C I ' � �P �0 - QClLa 1'1'7 Address: Ot,1. *N ORD, FLORIDA 32772 1117 j Mortgage Lender: (407)_32375T$ Address: Archttect/Engtneer. Pbone: Address: Fax: —•--- Application is hereby made to obtain a permit• to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that -all work will be performed to meet standards of all laws regulating construction in tbis jurisdiction. I understand that a sepantte 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 ,-.)W;ar.+.nr_ construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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 propertthbay found i e public records of this county, and there may be additional permits required from other governmental entities such as water mana distracts, state ageacics r federal agencies. i Acceptance of permit is verification that I will notify the owner of the property of the require of Flora iet�Law, FS 713 z d� Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: Sign re of Contractor/Agent D Print Connt Con% tree r/Ages Nam, - e � ) Signature of Notary -State of Florida Date MARTHA Y. HALL NOtarY PUbliC, State of Florida Contractor/Agent is_ek5ersonallyKnownp,lI��m, exp. Feb. 1, 2008 Produced ID ���1ComM. No. DD 258139 Utilities: FD: (Initial & Date) (Initial & Dam) (initial & Date) ,72C�0 07- 7 CCL IBI CCL/IBI CONSULTANTS, INC. AUTHORIZATION #LB5610 ENGINEERS SURVEYORS PLANNERS 2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL 33064 (954) 974-2200 CCL POMPANO BEACH ORLANDO TAMPA JUPITER ��� A c/mw or TNr aw cRovp WWW. CCL -POMPANO. COM WWW.CCL-ORLANDO.COM A OwlalaW ar THE IS/ agoVp ENGLEKAY' S LANDING PHASE 2 NA17ONAL FLOOD INSURANCE PROGRAM BEARING BASED ON ME WEST LINE OF THE COMMUNITY NUMBER 120294 NORTHEAST 114 OF SEC77ON 34. TOWNSHIP 19 PANEL NUMBER 12117CO040E SOUTH. RANGE JO EAST. SEM/NOLE COUNTY. now, MAP REVLS/ON 0511711995 BEING S 0074'40' E, AN ASSUMED MERIDIAN. FLOOD ZONE X & A ELEVATIONS DERIVED BY SIZE BENCH MARKS SUPPLIED BY THE PLATTING SURVEYOR. L E C R N D: R- RADIUS O INDICA L- ARC DISTANCE L.B. 5 A- CENTRAL ANGLE L.B. L A/C AIR CONDITIONER SLAB N&D = Gs. CENTERLINE PC = PI U.E. DRAINAGE EASEMENT PCC I L.M.E. LAKE MAINTENANCE EASEMENT PI = PC U.E. : UTILITY EASEMENT PRC = I F.F. FINISH FLOOR CAN. - FHYD. - FIRE HYDRANT L.P. - L W.M. : WATER METER ELEC. W.V. m WATER VALVE PT = PI R=125.00 \ \ L=64.23 =29'26'22' y5' 1 [� za: Q NQO LB. 5610 �L J4. aJ' Q h c \&O La 5610 S OTTHERWISE NOTED L.B. 5610 (CURVATURE ..: :URVATURE - EXISTING ELEVATION LOT 113 S 87-03'53" W SCALE: 1' . 30• 139.72' LOCATION SKETCH (NOT TO SCALE) �u'- e® 5.9' a _-------—5 -7 6AJ'Qi 6.7B \ N s.s__ 26.o• LOT 114 \\ TRACT "F" FOUNDATION C2 EL 34.52 & CAP \ 11 \ La 66 6.76 4. 36.81 C1: A--20'39'56" / $ R=125.00' Rq L=45.09' CHORD BEARING=NO7'23'51 "E C2: N \ / CHORD=44.84 L 0 T 115 A=3'06'52" R=2336.47' \ L=127.01' \ CHORD BEARING=N24'54'20"W \ CHORD=126.99 LEGAL DESCRIPTION.• Lot 114, Kays Landing, Phase Z according to the Plat thereof, as recorded in Plot Book 69, at Page 43-44, of the Public Records, Seminole County, Florida. Q0 NOTES 1. UNLESS IT BEARS THE 90NA7URE AND THE ORIGINAL RAISED J. PLAT AND RECORDED DIMENSIONS ARE THE SAME Q0 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS AS MEASURED UNLESS 07HERW►SE NOTED. DRAWINGG, SKETCH. PLAT OR MAP IS FOR INF-ORMAY701VAL 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY PURPOSES ONLY AND 1S NOT VALID. ADD177ONS OR DELETIONS CCL CONSULTANTS, INC. FOR EASEMENTS AND OR RIGHTS - TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING OF -WAY OF RECORD. PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN 5. LOCA710NS ARE I/M/TED TO VISIBLE IMPROVfM£NIS ONLY. V CONSENT OF THE SIGNING PARTY OR PARTIES 6. THIS SURVEY DOES NOT R£FI ECT OR DETERMINE OWNERSHIP.' 2. A£S ARE TO THE ABOVE GROUND FOUNDATION OF BUILDING. 7 1H15 SUki£Y EXCEEDS THE MINIMUMCLOSURE ACCURACY 0 C) FOR A SUBURBAN SUiR'v`rY RFOU!RED IN 61G17-6.003 a z REVISIONS: DATE: BY: OF FLO�IDA IA/N/MUM IECN'IC4L STA.NOAROS PLOT PLAN 4/20/06 JAM / FOUNDATION 2/16/07 JAM ` ! oz- zo, RON A. HERR P.L.S. PROFESSIONAL SURVEYO and MAPPER /4907 STATE OF FLORIDA DATE OF SURV_ Y. DRAWN ' CHECKED FIELD 704 77 2/15/07 BY JAM BY RWH BOOK 1 COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 106-75147 BUILDING PERMIT NUMBER: n !" � " CITY) UNIT ADDRESS: 41q / /-, , ,cf i , TRAFFIC ZONE: J RISDICTION: DATE: /"O`5 le COUNTY NUMBER: SEC: •i!� TWP: RNG:, 0 PARCEL: SUBDIVISION: A& C ' / //.ZTRACT : PLAT BOOK: 47O'PLAT BOOK PAGE:`1 BLOCK: LOT OWNER NAME: ADDRESS: 174 APPLICANT NAME: ADDRESS: ,LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction ,FEE BENEFIT RATE FEE UNIT RATE PER # 6 TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS t � ROADS -ARTERIALS CO -WIDE 0 dwl unit $ 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH 0 dwl unit $ 000.00 1 $ 000.00 i LIBRARY CO -AIDE 0 .-SCHOOLS CO-WFIDE 0 1 STATEMENT .r RECEIVED BY: I t. i' s 1" l' (PLEASE PRINT NAME) dwl unit $ 54.00 1 $ 544.00 dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,143.00 SIGNATURE: / _r l t R LC. t I L 4 DATE: il.��/fir k: - NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE -FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** MSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN. 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS,,OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD'BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SINGLE FAMILY BUILDING PERMIT******************** Swr , v%i'l 14910C 3atI pOrvLtt� ste RECEIVED CITY OF SANFORD PERMIT APPLICATION AkX.i La Permit # : Date: _ Job Address: 47- Description of Work: F.rprt 'rnnrrptp R1 nrk SFR Total Square Footage 3 /or Historic District: NO Zoning: Value of Work: $ [ v 9 '24_ Permit Type: Building X Electrical X Mechanical X Plumbing _X Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Altcration Change of Service Temporary Pole Mechanical: Residential X Non -Residential Plumbing/ New Commercial: # of Fixtures _ Plumbing/New Residential: # of Water Closets. Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Occupancy Type: Residential X Commercial Industrial Construction Type: !L # of Stories: ;l— # of Dwelling Units: Flood Zone: (FEMA form required ) Owners Name&Address: TOusa Homes dba Engle Homes, Orlando, Inc. 11315 Corporate Blvd., #250. Orlando 32817 Phone:_(407) 94c)-39n0 Contractor Name & Address: William Colby Franks 11301 Corporate Blvd., #303, Orlando State License Number: CGC1507971 Phone& Fax: 407-249-3500/407-113-�CAfPi17. Valerie/Ke Phone: 407-249-3500 Bonding Company: N/A Address: Mortgage Lender: Address: Architect/Engineer: Residential Design Services Phone: 407-246-1 nAn Address: 3301Bartlett Blvd. , Orlando 32811 Fax: 407-2460-0094 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certifv that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water ma agement districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requi tm is o lor' Li �tv, FS 713. /S /10 Signature of Owner/Agent Date Silinatire of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: L k IO y- DI' UTIL: FD: Wiliam Colby Franks Print Contractor/Agent's Name Signature of Notary -State of Florida Date Valerie L Furrer A• MY COMMISSION # DD205915 EXPIRES May 25, 2007 :Y..0 •lra,•Np',' ti0N0tDTHRUTROY FAIN INSURANCE INC Contractor/Agent is �_ Personally Known to Me or Produced ID 1� V7 ENG: BLDG: (/ Special Conditions: Rev 03/2006 gov-f 3 5, 5 / ( 5 i des 5, by 4 �J.30 t hA t1 S/ 3/ rV .,30 ar Sg5 r1 J, o8 POWER OF ATTORNEY Date : /o 1,, 110b I hereby name and appoint Valerie Furrer / KeKalani Vazquez of Engle Homes Orlando to be my lawful attorney in fact to act for me and apply to the Orange County Building Department for a Residential Building permit for work to be performed at a location described as: Section 34, Township 19 , Range 30, Lot 114, Block Subdivision : Kay's Landing Phase 2 Address of Job: 441 Kays Landing Drive, Sanford 32771 Owner of Property and Address: Engle Homes Orlando 11301 Corporate Blvd. #303 Orlando, FL 32817 And to sign my name and do all things necessary to this appointment. William Colby Franks T pe or Pri t name of Certified Contractor !V� SY2nature of Certified Contractor State of Florida County of Orange The foregoing instrument was acknowledged this day off 2 a0(r, by William Colby Franks, who personally appeared before me and acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Personally Known Produced Identification (Seal) Type of Identific ti n Signature of Notary Public, State of Florida p��Y PGe�i Kimberly Kaminer ;Commission # Kimberly Kaminer � Q DD425691 ��o Expires May 4, 2009 Print or Type Name of Notary Public �� �^�T�YP+„ �rounne+,hie,900.Hy7019 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAYID JOHNSON, CFA, ASA PROPERTY APPRAISER SEMINOLE COUNTY FL. _ 1101 E. FIRST ST SANFORD, FL 32771-1458 y 407 - 665 - 7506 -^... IL 2006 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 34-19-30-520-0000-1140 Depreciated Bldg Value: $0 Owner: TOUSA HOMES INC Depreciated EXFT Value: $0 Mailing Address: 11315 CORPORATE BLVD STE 250 Land Value (Market): $62,000 City,State,ZipCode: ORLANDO FL 32817 Land Value Ag: $0 Property Address: 441 KAYS LANDING DR SANFORD 32771 Just/Market Value: $62,000 Subdivision Name: KAYS LANDING PHASE 2 Assessed Value (SOH): $62,000 Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $62,000 Dor: 00-VACANT RESIDENTIAL Tax Estimator 2006 Notice of Proposed Property Tax SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac[Imp Qualified 2005 Tax Bill Amount: $1,220 SPECIAL 06/2006 06285 0929 $1,096,000 Vacant No 2005 Taxable Value: WARRANTY DEED DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LEGAL DESCRIPTION LAND Land Assess FrontageLand Unit Land Depth PLATS: Pick... Method Units Price Value LOT 114 KAYS LANDING PHASE 2 PB 69 LOT 0 0 1.000 62,000.00 $62,000 PGS 44 - 44 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "' If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. littp://www.scpafl.oi-glweb/re_web.seminole_County_title'?parcel=34193052000001 140&c... 10/5/2006 L0T 4 �NgsE 2 " U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE 0MB.,No.1660-0008 Federal Emergency Management Agency Expires February 28, 2009 National Flood Insurance Program important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATIONS. & nee. betliidUse ::-:;".'.: A2. Building Street Addres (Including Apt., Urns{itt S`uiite, and/or Bldg. No.) or P.O. Route and Box No. IT)%?j� Q-I JL.4yS(�DIh16 D731y� pJ:y':4iy4''y�:,r.ir7ie city tick NFoRD statetL ZIP Code A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc. LoT 11�i KAYs LAI.iDir`�C� PHASE �-, SLAT i�looi< 4�3AA A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RE Ss 1 0 E t..l T- I P L A5."_Ladtude/Longitude:-L"at. Long. Horizontal Da-Wni. [] NAD 1927 Q NAD 11-963 A6. Attach.at least2 photographs of the building Ifthe Certificate Is being used to obtain flood Insurance. A7. Building Diagram Number_ . 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 enclosures) 0 sq ft a) Square footage of attached garage 330{ ^ sq ft b) No. of permanent flood openings In the crawl space or b) No. of permanent flood openings in the attach©;garage endosure(s) walls within 1.0 foot above adjacent grade _� walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b _n sq in c) Total net area of flood openings In A9.b sq in - SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY of 5P61FORD IZoZV)¢ SEMlr�lol_E FL 84. Map/Panel Number B5. Suffix B6. F 87. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 104-/%�� Effective/Revised Date Zone(s) 1 AO, use base flood depth) 12i J�-(-0, E 04/14145 XarciA^1 A\ 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Rem B9. FIS Profile ❑ FIRM ❑ Community De in Other (Describe) 15`( P I-ATT 1 N Z( S U 2,t C Y D IZ B11. Indicate elevation datum used for BFE in Rem B9: 9 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) 455 a rrr %r 812. Is the building located Ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)7 Yes ffNo Designation Date ❑ CBRS ❑ OPA SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings" ❑ Building Under Construction' ❑ Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, VI-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 Vertical Datum iA !�J V D (9 Z. P[S skim E 2 Conversion/Comments N C N Check the measurement used. a) Top of bottom floor (Including basement, crawl space, or enclosure floor) b) Top the higher floor '-3 .2-Ln� feet feet ❑ meters (Puerto Rico only) ❑ meters Rico of next c) Bottom of the lowest horizontal structural member (V Zones only) _u ._Q feet (Puerto only) ❑ meters (Puerto Rico only) d) Attached garage (top of slab) ._E] feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building N I ._E] feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 0 IA ._E] feet E] meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) feet feet E] meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation _� Information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here If comments are provided on back of form. Certlfler's Name License Number w iL5d� C. wAy GSM 2��s Title Company Name MANP,6\0& C-NPAt, ..1--bI <� ?0JP aNL. Address city State' ZIP Code 2-t003 foal-r"l-V C-rR. t�Kv�/�(� i AATLA�D FL_ 32}S I Signatures N , Dat Telephone (;Go zl ZO Wk 9 FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions W 4 : . In these spaces, copy the 5 IT and/or Bldn. No.) or state from Section A. o and Box No. ZIP Code SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agent/oompany, and (3) building owner. wmmenw TMN�, G 2 . e _ �H=AT- POM P S LAS E Lr vArn f7 NJ /`IVOT gu/tr) SECTIOttt31NG 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, S, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rloo only, enter meters. El. Provide elevation iMormation.for the following and chock,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 Qncludtng 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 -Q meters ❑ above or below the LAG. E2. For Building Diagrams 6-8 with perfnanei t flood openings provided in Sellql Items 8 d/or 9 (see a e 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building Is _ ❑ feet L_J meters above or �belowthe HAG. E3. Attached garage (top of slab) Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery end/or equipment servicing the building .lo _ ❑ 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 floodpiain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must oertity 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 Secdons A, 8, and E are correct to the best of my knowledge: Property Owner's or Owner's Authorized Representative's Name Addrtss. 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 floodplaln management ordiriande 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.) 02. ❑ A community official completed Section E for a building located In Zone A (without a FEMA4ssued'or community -Issued BFE) or Zone AO. G3. ❑ The following Information (Items G4.-G9.) Is provided for community floodplaln management purposes. G4. Permit Number I G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been Issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (Including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or Qn Zone AO), depths :flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Title Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions I IIII II III II 111111111111111111111111111111111111111111111111 Permit Numbf3r Parcel Identification Number Prepared by: Valerie Furrer / Kekalani Vazquez Return to, Engle Homes Orlando 7K�11315 Corporate Blvd ste 250 Orlando,Fl 32817 NOTICE OF COMMENCEMENT State of FLORIDA County of SEMINOLE MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06435 Pg 06861 Qpg) CLERK'S # 2006159931 RECORDED 10/05/2006 63 W 144 PM RECORDING FEES 16.00 RECORDED BY H Bailey CERTIFIED COPY MARYANNE h 'tS CLER R� RT SE OLE C F RIDA BY "OCT pULSYgMp The undersigned hereby gives notice that Improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. Description of property (legal- description of the property, and street address If available) Kay's Landing Phase 2, Sec-34, Twsp-19, Rge-30, PB-69, Pages-43-44, Lot # 114 - 441 Kays Landing Drive Seminole County 2. General description of Improvement(s) Single Family Residence 3. Owner Information Name Engle Homes/Orlando Inc. Telephone Number 407-281-4480 Address 11315 Corporate Blvd. #250 Fax Number 407-281-7766 Orlando, FI 32817 Interest In Property: Fee Simple 4. Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address Fax Number 5. Contractor Engle Homes/Olrando Inc. Name 11315 Corporate Blvd #250 Telephone Number 407-281-4480 Address Orlando,Fl 32817 Fax Number 407-281-7766 6. Surety (if any) Name Telephone Number Address Fax Number Amount of bond $ N/A 7. Lender (If any) Name N/A Telephone Number Address Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes, Name Engle Homes/Olrando Inc. Telephone Number 407-281-4480 Address 11315 Corporate Blvd #250 Fax Number 407-281-7766 Orlando,Fl 32817 9, In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes: Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration unless a different date is specified): w Is one year from the date of recording Date Signed SI nature of Owner Note: per §713.13(1)(g), "owner must sign ...and no one else may be permitted to sign in his or her stead." Swom to and subscribed before me this -J� day of 20Q 6, by WILLIAM COLBY FRANKS who Is X personally known to me OR produced as identification. /t /1 p< Form Revised: 12/00 for 19_ to 20_ Signature of Notary (notarial seal to appear below) Valerie L Furrer �i W M'VISSION # DD205915 EXPIRES May 25, 2007 L•ONi L:) THRU TROY FAIN INSURANCE, INC CCL CCL/IBI CONSULTANTS, INC. CCL AUTHORIZATION #LB5610 IBI ENGINEERS SURVEYORS PLANNERS 2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL 33064 (954) 974-2200 T�� POMPANO BEACH ORLANDO TAMPA JUPITER 1O.COM YLT/pV A D/a TH! I8J GQC7/P WWW.CCL-POMPAN WWW.CCL-ORUNDO.COM A &w9 w of TNF I& camp ENGLEKA r S LANDING PHASE 2 n rr. r NAAONAL FLOOD INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE COMMUNITY NUMBER 120294 NORTHEAST 1/4 OF SECTION J4. TOWNSHIP J9 4L PANEL NUMBER ZONE _ 1?717C0040E SOUTH RANGE JO EAST, SEMINOLE COUNTY, FLORIDA, 05/1X A9A95 BEINGS 00'1<'40' E. AN - b FLOOD ASSUMED MERIDIAN. L 8 G R N D R- RADIUS L- ARC DISTANCE e� CENTRAL AN 0 INDICATES 5/� IRON ROD SET WITH NUMBER L.B. 5610 CAP•&IR_Q UNLESS OTHERWISE NOTED L.B. LICENSED I USSIIN�ESS - A/C AIR CONDITIONER SLAB f CENTERLINE Q.E. DRAINA N&D n SET NA L AND DISC L.B. 5610 PC POINT 0 CURVATURE �+- EASEMENT L.M.E.EELAKE MA�IINETENANCE EASEMENT F.f. FINISH PCC POINT OF COpMPOUND CURVATURE PI o POINT OF INTERSECTION PRC = POINT OF REEELVERSE CURVATURE FLOORMENT CAN• - CABLE TV - - -- FHYD. FIRE HYDRANT W.M. WATER METER P. - LIGHT POLE rn+ W.V. WATER VALVE EC. P;OIN OF TANGEEL ffCTRIC SERVICE NC Y LOCATION SKETCH ®= PROPOSED ELEVATION (NOT TO SCALE) SCA18: 1' ■ gyp' PLANS REVIEWED , FFICE 1 R=1P5. 46 ITY OF SANFORD 29 / nT i lu 25' 1 r.. v r I I 34.3 p 3 S 87'03'.53" W 139.72' 35.6 O 4_ ' I _ 5.9 ,, u� _____t. _�, �� 31.5 I'. 5' O.E. ` , O W I 64.JJ' A� PADS Qi C (� 5.50_ V 26.00, AILORA ELEVATION 'I' TI O ,r (50.00' x 64.3J) o o 2.471tsq.ft o B F.F. EL. J6.25' �� " A=3'06 52 .�� o. J:t a :u � N \ ye,,-' R=2336.47' '6 ' \\ �>^ a L=127.01' 4.4 / \ A=20'39'56" / R=125.00' W \ \ \ \ L=45.09' 1 AREA TABULA ruw _ - - LOT 12.B43tSO.FT. NOTE: LEGAL DESCRIPTION: BUILDING WILL BE STAKED AS SHOWN Lot 114, Kays Landing, Phase 2, according to the Plat thereof, as recorded in Plat Book 69, at Page 43-44, of the Publ/c Records, Seminole County, Florida. NOTES (SKETCH AND LECAL ONLY, NOT A SURVEY) I. UNLESS IT BEARS THE 90NATURE AND THE ORIGINAL RAISED 2. LANDS SHOWN HEREOG' WERE NOT ABSTRACTED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS BY CCL CONSI/LTANiS INC FOR EASEMENTS AND DRAWING SKETCH. PLAT OR MAP IS FOR /NFORMAIIONAL RIGHT L CONSUL N RECORD, PURPOSES ONLY AND is NOT VALID. NCR THAN OR Df IGWN 5 J, DATA SiOWN HEREON WAS COMPILED FROM OTHER TO SURVEY MAPS OR REPORTS BY OTHER THAN THE 9GN/NG PARTY OR PARTIES 1S PROHIS17ED WITHOUT WRITTEN INSTRUMENTS AND DOES NOT CO1VSIITU7E A FIELD SURVEY CONSENT OF THE 9GN/NG PARTY OR PARTIES AS SUCH. REVISIONS: DATE: BY: PLOT PLAN 1 4/20/06 1 JAM QO 1` CD r— r- C� W � O aZ L— WILSON E. AY, P.S.M PROFESSIONAL SURVEYOR and PPER A2885 STATE OF FLORIDA 1TE OF SKETCH: DRAWN CHECKED FIELD 4/20/06 BY JAM BY OMB BOOK N/A FORM 60OA-2004 OFFICE EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Allora2974 Builder: ENGLE HOMES Address: V / /�a-►t��-h �'!��-rc�-`- Permitting Office: City, State: � e-! c J Permit Number. Owner: L�,-y� La Jurisdiction Number: Climate Zone: entr I 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family - u. Central Unit Cap: 42.0 kBtu/hr - 3. Number of units, if multi -family I - SEER: 14.00 - 4. Number of Bedrooms 4 - b. Central Unit Cap: 24.0 IcBtu/Iu - 5. Is this a worst case? Yes - SEER: 14.00 - 6. Conditioned floor area (ft') 2974 ft' - c. N/A - 7. Glass typel and area: (Label reqd. by 13-104.4.5 if not default) - a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7gSngle Default) 425.0 ft' - a. Electric Heat Pump Cap: 42.0 kBtu/hr - b. SHGC: HSPF: 7.70 - (or Clear or Tint DEFAULT) 7b. (Clear) 425.0 ft' - b. Electric Heat Pump Cap: 24.0 I Btu/hr - 8. Floor types HSPF: 7.70 - a. Slab -On -Grade Edge Insulation R=0.0, 187.0(p) ft - c. N/A - b. N/A - - c. N/A - 14. Hot water systems 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1366.4 ft' - a. Electric Resistan'PLANS P LAN S Cap: 50.0 gallons _ R EVI EWE0 b. Frame, Wood, Adjacent c. Frame, Wood, Exterior R=11.0, 38.0 ft' - R=11.0, 1030.0 ft' - b. N/A CITY OF SA N FO R a- d. N/A - c. Conservation credits - e. N/A - (HR-Heat recovery, Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0, 1871.0 ft' 15. HVAC credits - b. Under Attic R=30.0, 52.0 ft' - (CF-Ceiling fan, CV -Cross ventilation, c. N/A - HF-Whole house fan, 11. Ducts - PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling, b. Sup: Unc. Ret: Unc. AH(Scaled):Interior Sup. R=6.0, 1.0 ft - MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as -built points: 34296 PASS Total base points: 40081 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy C de. OWNER/AGENT: DATE: v D 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) y��oF txEST9r�0 M. a Cd FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 2974.0 25.78 13800.6 Single, Clear W 7.0 7.4 46.0 57.68 0.56 1476.7 Single, Clear W 7.0 9.4 48.0 57.68 0.62 1713.3 Single, Clear S 1.0 16.0 28.0 48.22 0.99 1342.3 Single, Clear E 9.0 9.4 64.0 63.97 0.54 2211.6 Single, Clear E 9.0 9.4 48.0 63.97 0.54 1658.7 Single, Clear E 1.0 8.8 18.0 63.97 0.99 1144.2 Single, Clear E 1.0 9.4 64.0 63.97 0.99 4068.2 Single, Clear N 1.0 5.0 . 19.0 30.19 0.96 551.8 Single, Clear W 1.0 6.0 20.0 57.68 0.97 1117.3 Single, Clear E 1.0 6.0 30.0 63.97 0.97 1859.3 Single, Clear E 1.0 6.0 20.0 63.97 0.97 1239.5 Single, Clear W 1.0 6.0 20.0 57.68 0.97 1117.3 As -Built Total: 425.0 19500.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 38.0 0.70 26.6 Concrete, Int Insul, Exterior 4.1 1366.4 1.18 1612.4 Exterior 2396.4 1.90 4553.2 Frame, Wood, Adjacent 11.0 38.0 0.70 26.6 Frame, Wood, Exterior 11.0 1030.0 1.90 1957.0 Base Total: 2434.4 4579.8 As -Built Total: 2434.4 3596.0 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 0.0 0.00 0.0 Base Total: 18.0 28.8 As -Built Total: 18.0 28.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1871.0 2.13 3985.2 Under Attic 30.0 1871.0 2.13 X 1.00 3985.2 Under Attic 30.0 52.0 2.13 X 1.00 110.8 Base Total: 1871.0 3985.2 As -Built Total: 1923.0 4096.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 187.0(p) -31.8 -5946.6 Slab -On -Grade Edge Insulation 0.0 187.0(p -31.90 -5965.3 Raised 0.0 0.00 0.0 Base Total: -5946.6 As -Built Total: 187.0 -5965.3 EnergyGauge® DCA Form 60OA-2004 EnergyGaugeO/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2974.0 14.31 42557.9 2974.0 14.31 42557.9 Summer Base Points: 59005.7 Summer As -Built Points: 63813.4 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(14.0) Ducts: Unc(S),Unc(R),Gar(AH),R6.0(INS) 63813 0.64 (1.09 x 1.150 x 0.95) 0.244 1.000 11158.8 (sys 2: Central Unit 24000 btuh ,SEER/EFF(14.0) Ducts: Unc(S),Unc(R),Int(AH),R6.0(INS) 63813 0.36 (1.09 x 1.150 x 0.85) 0.244 1.000 6376.5 59005.7 0.4266 25171.8 63813.4 1.00 1.128 0.244 1.000 17535.3 EnergyGaugel DCA Form 60OA-2004 EnergyGauge(D/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:,,, PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point .18 2974.0 5.86 3137.0 Single, Clear W 7.0 7.4 46.0 13.25 1.08 659.6 Single, Clear W 7.0 9.4 48.0 13.25 1.07 679.7 Single, Clear S 1.0 16.0 28.0 9.90 1.00 276.4 Single, Clear E 9.0 9.4 64.0 12.37 1.16 915.0 Single, Clear E 9.0 9.4 48.0 12.37 1.16 686.3 Single, Clear E 1.0 8.8 18.0 12.37 1.00 223.6 Single, Clear E 1.0 9.4 64.0 12.37 1.00 795.1 Single, Clear N 1.0 5.0 19.0 15.07 1.00 285.5 Single, Clear W 1.0 6.0 20.0 13.25 1.00 265.6 Single, Clear E 1.0 6.0 30.0 12.37 1.01 374.4 Single, Clear E 1.0 6.0 20.0 12.37 1.01 249.6 Single, Clear W 1.0 6.0 20.0 13.25 1.00 265.6 As -Built Total: 425.0 5676.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 38.0 1.80 68.4 Concrete, Int Insul, Exterior 4.1 1366.4 3.31 4516.0 Exterior 2396.4 2.00 4792.8 Frame, Wood, Adjacent 11.0 38.0 1.80 68.4 Frame, Wood, Exterior 11.0 1030.0 2.00 2060.0 Base Total: 2434.4 4861.2 As -Built Total: 2434.4 6644.4 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 0.0 0.00 0.0 Base Total: 18.0 72.0 As -Built Total: 18.0 72.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1871.0 0.64 1197.4 Under Attic 30.0 1871.0 0.64 X 1.00 1197.4 Under Attic 30.0 52.0 0.64 X 1.00 33.3 Base Total: 1871.0 1197.4 As -Built Total: 1923.0 1230.7 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 187.0(p) -1.9 -355.3 Slab -On -Grade Edge Insulation 0.0 187.0(p 2.50 467.5 Raised 0.0 0.00 0.0 Base Total: -355.3 As -Built Total: 187.0 467.5 EnergyGauge® DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2974.0 -0.28 -832.7 2974.0 -0.28 -832.7 Winter Base Points: 8079.6 Winter As -Built Points: 13258.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 42000 btuh ,EFF(7.7) Ducts: Unc(S),Unc(R),Gar(AH),R6.0 13258.4 0.636 (1.078 x 1.160 x 0.95) 0.443 1.000 4264.9 (sys 2: Electric Heat Pump 24000 btuh ,EFF(7.7) Ducts: Unc(S),Unc(R),Int(AH),R6.0 13258.4 0.364 (1.078 x 1.160 x 0.87) 0.443 1.000 2437.1 8079.6 0.6274 5069.1 13258.4 1.00 1.140 0.443 1.000 6702.1 EnergyGauge) DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2460.00 9840.0 50.0 0.90 4 1.00 2514.67 1.00 10058.7 As -Bulk Total: 10058.7 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 25172 5069 9840 40081 1 17535 6702 10059 34296 PASS y��oF THE SrgrF0 EnergyGauge) DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , �. A• Llrll T�ATV%Li ornl If`rinAl f%nUOI IAMrl: rW;:rKI IST PERMIT #: COMPONENTS. v 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 wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; 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 NFPA, have combustion air. 0M.LL V 1 rl Crx rRCV Vr�Ir I IrL 1�1 L-/1V V1�Vv -- - - -- --- ---- CHECK COMPONENTS SECTION REQUIREMENTS Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circ breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficienc of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, finings, 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 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. EnergyGaugeTm DCA Form 60OA-2004 EnergyGaugeS/FIaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.2 The higher the score, the more efficient the home. l . New construction or existing New 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 2974 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) 74Sngle Default)425.0 ft' b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 425.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 187.0(p) ft _ b. N/A _ c. N/A _ 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1366.4 W _ b. Frame, Wood, Adjacent R=11.0, 38.0 W _ c. Frame, Wood, Exterior R=11.0, 1030.0 ft' _ d. N/A _ e. N/A _ 10. Ceiling types a. Under Attic R=30.0, 1871.0 fi' _ b. Under Attic R=30.0, 52.0 ft' c. N/A _ 11. Ducts a. Sup: Unc. Ret: Unc. AI1(Sealed):Garage Sup. R=6.0, 1.0 ft _ b. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft _ 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump 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) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 42.0 kBtu/hr _ SEER:14.00 _ Cap: 24.0 kBtu/hr _ SEER:14.00 _ Cap: 42.0 kBtu/hr _ HSPF:7.70 _ Cap: 24.0 kBtu/hr _ HSPF: 7.70 Cap: 50.0 gallons EF: 0.90 y�THE STq AV 0 inn ::•� „ O� *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. /f your score is 80 or greater (or 86 for a US EPA/DOE EnergyStdP designation), your home may qualms 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. I Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on ages 2&4. EnergyGauge® (Version: FLRCSA v4.0) PROJECT SUMMARY w Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: ALLORA 2974 6-16-04 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 Project Information For: ENGLE HOMES Notes: PLANS REVIEWED CITY OF SANFORD Design • • Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 93 'F Inside db 70 'F Inside db 75 'F Design TD 32 °F Design TD 18 'F Daily range M Relative humidity 50 % Moisture difference 43 gr4b Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 48177 Btuh Structure 37547 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 'F Design heat load 48177 Btuh Use mfg. data y Rate/swing multiplier 1.00 Infiltration Total sens. equip. load 37547 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1840 Btuh Ventilation 0 Btuh Heatingg Coolingg Infiltration 5445 7285 Btuh Btuh Area (ft') 4 297a Total latent equip. load Volume (ft') 27695 27695 Air changes/hour 0.70 0.40 Total equipment load 44831 Btuh Equiv. AVF (cfm) 323 185 Req. total capacity at 0.80 SHR 3.9 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a Coil n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0.000 cfm/Btuh Air flow factor 0.000 cfm/Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat n/a Load sensible heat ratio 0 % Bold4talic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wreghtsoft Right -Suite Residential5.5.17 RSR26014 2006-May-16 09:22:44 AC .. E:\FilesIENGLE20021HIlora2974W1ora2974.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House w DEL AIR HEATING,AIR CONDITIONING,R Job: ALLORA 2974 6-16-04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 27695 ft' x 0.0167 = 323 cfm Isolated zones = 0 cfm Total = 323 cfm 2. Winter infiltration load 1.1 x 323 cfm x 32 'F Winter TD = 11373 Btuh 3. Winter infiltration HTM 11373 Btuh / 443 ft' Total window = 25.7 Btuh/ft' and door area Prnr_Pri„re R - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 27695 2. Summer infiltration load 1.1 x 185 cfm x 18 3. Summer infiltration HTM 3656 Btuh / 443 ft' x 0.0167 = 185 cfm Isolated zones = 0 cfm Total = 185 cfm °F Summer TD = 3656 Btuh ftZ Total window = 8.3 Btuh/ft' and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/Ib moist.diff. x 185 cfm = 5445 Btuh Procedure D - Equipment Sizing L.oaas 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F Summer TD = 0 Btuh Sensible load for structure (Line 19) + 37547 Btuh Sum of ventilation and structure loads = 37547 Btuh Rating and temperature swing multiplier x 1.00 Equipment sizing load - sensible = 37547 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 0 Btuh Internal loads = 230 Btuh x 8 people + 1840 Btuh Infiltration load from Procedure C + 5445 Btuh Equipment sizing load - latent = 7285 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,� wrnghltsoft Right -Suite Residential 5.5.17 RSR26014 2006-May-16 09:22:44 ACCA E:\Files\ENGLE2002WIlora2974\Allora2974.n;r Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: ALLORA 2974 6-16 04 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name d room of Entire Hose ZONE 1 ZONE 2 2 Length epxned wall 327.0 ft 187.0 ft 140.0 ft 3 4 Room cirnensions Cedngs Condit option 8.9 ft heat/cod d 9.4 ft d o 8.0 ft d o TYPE OF CST HTM Area Load (Btuh) Area Load (Binh) Area Load (Btuh) 09 A rea Htg 09 E)POSURE NO. Htg Clg (fl') Htg I G9 (ft) Htg Clg (1P) Htg 1 5 Gross a 14B 4.6 2.1 1701 "" "" 1701 •"' U Exposed b 13C 3.2 1.2 56 - "" - - 56 0 �� .� »„ 1120 ». -- walls.... lls and c 12C 2.9 1.9 1120 M »» .... .... partitions d 0.0 0.0 0 0 0 0 0 »« .» •,. e 0.0 0.0 0 .. ." ... 0 .. ». ... f 0.0 0.0 0 .'. 0 6 Vrhrdows aril a 1C 37.0 " 183 6764 - 93 3437 - 90 3326 glass doors b 8C 37.0 " 176 6505 - 176 `6.# .... "" 0 0 "» Heating c 9C 38.7 " 66 2556 66 2556 0 d 1C 37.0 0 0 « 0 0 0 0 0 .» e f 0.0 0.0 " " 0 0 0 0 0 0 0 0 "" 0 0 ... 7 V*xkms and North 21.6 192 "" 4160 192 "" 4160 0 "" 0 0 .... glass doors Coding NEMW E/W 0.0 61.7 0 233 "" 0 14362 0 143 0 8476 0 90 "" 5886 .... ... SE/SW 0.0 0 "" 0 0 "" 0 0 0 0 "" "" 0 0 «.. South Horz 0.0 0.0 0 0 "" 0 0 0 0 "" 0 0 0 »» B Other doors a 11A 18.9 12.7 18 340 229 18 340 229 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 01 0 0 9 Net a 14B 4.6 2.1 1366 6296 2814 1366 6296 2814 0 0 0 0 0 oposed b 13C 3.2 1.2 38 120 44 38 120 44 0 wads and c 12C 2.9 1.9 1030 2966 20O2 0 0 0 1030 2956 0 2002 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 UiIings a 16G 1.1 1.4 1871 1976 2593 711 751 985 1160 1225 1608 0 b 16G 11 1.4 52 55 72 52 55 72 0 0 c 0..0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 If 0.0 0.0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 187 4847 0 187 4847 0 0 0 0 0 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0" 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. for slab d a 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 01 0 0 0 0 0 0 12 Infiltration a 25.7 8.3 443 11373 3656 353 90M 2913 901 2311 743 13 Subtotal bss=6+8..+11+12 43797 - "" 33969 - 982E 0 ., »., ... Less extemal heating •. 0 .. 0 0 0 »« »« -•« Less msfer 0 »» , , ,,, 0 »« »» •» 14 Heating redistribution Duct loss - 10°/ 0 4380 • • . 10% 0 3397 "'- ». .... °/ ... ... 15 Total loss = 13+14 48177 - '• 37366 - -10% 10811 811 16 Int. gains: People @ 300 8 - 2400 6 - 1800 2 0 - 600 0 ... Appl. @ 1200 2 - 1800 ... 2 - 1800 - .. �' 1� »« „•, 17 Subtot RSH gain=7+8_+12+16 "" - 34133 ,•, 23295 ... 0 Less external cooling "' • • 0 ... ,», . , 0 0 .... 0 ».. «- Less transfer ••• •"' «» 0 »« 0 ... ... 0 »» ... Cooling redstrtbution 10° .. 0 3413 101 , , 2329 10° ... 1084 '/ ••• 18 19 Duct gam Total RSH gain=(17+18) PLF 1.00 2200 37�0547 1.00 •••• .... 1.00 ».. 800 11923 ».. ... 20 Air required (dm) »» 1400 44 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrragt�tsoft Right -Suite Residential5.5.17 RSR26014 2006-May-16 09:22:44 14C'Cp` E:\FileshENGLE2002Wllora2974W1ora2974.rsr Page 1 PROJECT SUMMARY v r. ZONE 1 DEL AIR HEATING,AIR CONDITIONING,R Job: ALLORA 2974 6-16-04 109 COMMERCE STREET. LAKE MARY, FL 3274"206 Phone: (407) 831.2665 Project• • For: ENGLE HOMES PLANS REVIEWED CITY OF SANFORD Notes: Design Information Weather. Orlando AP, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary 38 °F 70 °F 32 °F Building heat loss 37366 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 37366 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heat ng9 Cool i�ng9 1904 Area (ft=) 1% Volume (ft3) 18415 18415 Air changes/hour 0.84 0.48 Equiv. AVF (cfm) 257 147 Heating Equipment Summary Make LENNOX Trade Model Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 7.7 HSPF 0 Btuh @ 47°F 0 °F 1400 cfm 0.037 cfm/Btuh 0.30 in H2O Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 25624 Btuh Ventilation 990 Btuh Design temperature swing 3.0 °F Use mfg. data y Rate/swing multiplier 1.00 Total Sens. equip. load 26614 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 4339 Btuh Total latent equip. load 7193 Btuh Total equipment load 33807 Btuh Req. total capacity at 0.80 SHR 2.8 ton Cooling Equipment Summary Make LENNOX Trade Cond Coil Efficiency 14 EER Sensible cooling 33200 Btuh Latent cooling 8300 Btuh Total cooling 41500 Btuh Actual air flow 1400 cfm Air flow factor 0.055 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 79 % Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrsghtsoft Right -Suite Residential 5.5.17 RSR26014 2006-May-16 09:22:44 ACCA E:TilesIENGLE2002WIora2974W1ora2974.n;r Page 2 RIGHT-J CALCULATION PROCEDURES A, B, C, D ZONE 1 DEL AIR HEATING,AIR CONDITIONING,R Job: ALLORA 2974 6-16-04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.84 ach x 18415 ft' x 0.0167 = 2. Winter infiltration load 1.1 x 257 cfm 3. Winter infiltration HTM 9063 Btuh / 353 x 32 °F Winter TD = f12 Total window = and door area Procedure B - Summer Infiltration HTM Calculation 257 cfm 9063 Btuh 25.7 Btuh/ft2 1. Summer infiltration AVF 0.48 ach x 18415 ft' x 0.0167 = 147 cfm 2. Summer infiltration load 1.1 x 147 cfm x 18 °F Summer TD = 2913 Btuh 3. Summer infiltration HTM 2913 Btuh / 353 f12 Total window = 8.3 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 147 cfm = 4339 Btuh Procedure u - tquipment sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 *F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 25624 Btuh Sum of ventilation and structure loads = 26614 Btuh Rating and temperature swing multiplier x 1.00 Equipment sizing load - sensible = 26614 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/Ib moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 4339 Btuh Equipment sizing load - latent = 7193 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wregFjtsoft Right -Suite Residential 5.5.17 RSR26014 2006-May-1609:22:44 AC:;K E:iFiles\ENGLE2002WIore2974W Iora2974.rsr Page 2 RIGHT-J WORKSHEET 0 ZONE 1 DEL AIR HEATING,AIR CONDITIONING,R Job: ALLORA 2974 6-16.04 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Named room ZONE 1 LIV/FOY/DIN FAMILY/STAIRS NOOK 2 Length posed wall d ex 187.0 ft 47.0 ft 46.0 ft 10.0 ft 3 Room dimensions 30.0 x 14.0 ft 18.0 x 25.0 ft 12.0 x 12.0 ft 4 Cek9s Condit. Option 9.4 ft d n 9A ft heat/cod 9.4 ft heattood 9.4 ft heatfood TYPE OF CST HTM Area load (Btuh) Area load (Bail) Area Load (Btuh) Area Load (Bdi1) EXPOSURE I No. Htg I Cg (M Htg I Clg OF) Htg I Clg (ft) Hlg I CIg W) Htg I Cig 5 Gross a 14B 4.6 2.1 1701 ' - 442 "" "' Am - »» 94 Exposed b 13C 3.2 1.2 56 »» »» 0 ' • 0 » »» 0 .» ... walls and c 12C 2.9 1.9 0 »» »» 0 •" 0 '» .. 0 » •. partitions d 0.0 0.0 0 "" 0 '•" 0 0 e 0.0 0.0 0 0 "" "" 0 0 f 0.0 0.0 0 "" 0 - "• 0 " • "" 0 6 Vt xkms and a 1C 37.0 " 93 3437 - 46 1700 '• 28 1035 - 0 0 "'• glass doors b 8C 37.0 176 6505 "» 0 0 "" 64 2365 "" 48 774 ' Heating C 9C 38.7 - 66 2556 - 48 1859 "" 0 0 ••" 0 0 d 1C 37.0 " 0 0 - 0 0 0 0 '• 0 0 » e 0.0 0 0 "" 0 0 "• 0 0 0 0 f 0.0 0 0 "•' 0 0 0 0 '• 0 0 7 Vvt xbm and North 21.6 192 4160 60 - 1468 77 - 15M - 743 glass doors NEMW 0.0 0 0 0 - 0 0 - 0 0- 0 Coaling ENV 59.4 143 •" 8476 34 - 2546 15 - 840 12 - 630 SE/SW 0.0 0 0 0 0 0 "" 0 0 "" 0 South 0.0 0 0 0 0 0 -' 0 0 '• 0 Horz 0.0 0 0 0 •" 0 0 '• 0 0 •'•' 0 8 Olherdoors a 11A 18.9 12.7 18 340 229 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1366 6296 2814 348 1603 716 340 1569 701 46 212 95 exposed b 13C 3.2 1.2 38 120 44 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 ceilings a 16G 1.1 1.4 711 751 985 0 0 0 0 0 0 0 0 0 b 16G 1.1 1.4 52 55 72 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 187 4847 0 47 1218 0 46 1192 0 1 259 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perirrleter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. 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 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 25.7 8.3 353 9063 2913 94 2413 776 92 2362 759 48 1232 396 13 Subtotal bss=6+8..+11+12 "' 33969 «» "" 8793 • • 8523 "• 3478 '• Less external heating .•. 0 ... .. 0 »» .. 0 »» »« 0 Less transfer »• 0 ^» -•- 0 «-• -• 0 »« »« 0 Heating redistribution "" 0 • • 0 "• •" 0 "" "" 0 "•' 14 Dud bss 101/ 3397 - l0o/ 879 •• 10% 852 »" 101/ 348 15 Total bw = 13+14 '• 37366 - "" 9672 ••' "" 9375 "• »» 3825 16 Int. gains: People @ 300 6 •" 1800 1 •" 300 4 '••' 1200 0 - 0 Appl. @ 1200 2 1800 0 •• 0 0 0 0 "" 0 17 Subtot RSH gain=7+8_+12+16 •--- «« 23295 «» ... 5805 ... »-. 5062 1864 Less external cooling 0 "" ••' 0 "• '•• 0 »» «. 0 Less transfer •••' '•" 0 "" 0 "" '•" 0 "' "" 0 Cooling redistribution «.• »» 0 »» ... 0 »« .» 0 ... •. 0 18 Duct gain 10 % » 2329 100/ - 581 10. "•' 506 1M, - 186 19 Total RSH gah=(17+18)'PLF 1.00 »» 25M4 1.00 - mm 1.00 "" 55W 1.00 - 2050 20 Air required (dm) '• ' 14W 14M - 362 3491- 3511 304 '• 1 143 112 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ght50T'C Right -Suite Residential5.5.17 RSR26014 2006-May-16 09:22:44 AC:Ct" E:TilesIENGLE2002WIora2974Wllora2974.rsr Page 2 RIGHT-J WORKSHEET „ . ZONE 1 DEL AIR HEATING,AIR CONDITIONING,R Job: ALLORA 2974 6-16-04 109 COMMERCE STREET, LAKE MARY. FL 32746.6206 Phone: (407) 831-2665 J: 7th Ed. 1 Name of room KITCHEN PWDR MSTR.BR MSTR.BTW\MC'S 74MANUAL 2 Length of exposed wall 0.0 ft 6.0 ft 36.0 ft 36.0 ft 3 Room di ntensiors 18.0 x 13.0 ft 6.0 x 12.0 ft 15.0 x 21.0 ft 14.0 x 18.0 ft Cetlrgs Condit Option 9.4 ft heat/cool 9.4 ft heat/coot 9.4 ft heatt000l 9.4 ft heaVood TYPE OF CST HfM Area load (Btuh) Area Load (Belt) At. Load (Bl h) Area Load (Bth) EVOSURE NSO Htg Clg (ft) Htg I CIg (ff) Htg I Clg (ft) mg I G9 (ft') Fft9 I Clg 5 Gross a 14B 4.6 2.1 0 "" ^^ 56 338 "" " 338 b 13C 3.2 1.2 0 ^^ ^^ 0 0 "" 0 wads arid c 12C 2.9 1.9 0 "» ^^ 0 0 0 partitions d 0.0 0.0 0 ^^ ^^ 0 "" "" 0 "" "" 00 e 0.0 0.0 0 ^^ 0 0 .�. f 0.0 0.0 0 .. ^^ 0 .. .'. 0 ... 0 ". 6 Wirtdays and a 1C 37.0 ^ 0 0 ^^ 0 0 - 0 0 ^^ 19 702 glass doors b 8C 37.0 ^ 0 0 "" 0 0 - 64 2365 "" 0 0 Heating c 9C 38.7 ^ 0 0 18 697 - 0 0 0 0 d 1 C 37.0 ^ 0 0 "" 0 0 "" 0 0 "" 0 0 e 0.0 ^ 0 0 ^^ 0 0 "" 0 0 "" 0 0 f 0.0 0 0 "" 0 0 "" 0 0 0 0 7 Wi-dows and North 21.6 0 - 0 0 0 0 "" 0 19 388 glass doors NEMW 0.0 0 - 0 0 "" 0 0 ^^ 0 0 "" 0 Coofutg E/W 59.4 0 - 0 18 "" 979 64 "' 3482 0 "" 0 SE/SW 0.0 0 ^^ 0 0 "" 0 0 "" 0 0 ^^ 0 South 0.0 0 - 0 0 "" 0 0 ^^ 0 0 "" 0 Horz 0.0 0 ^^ 0 0 0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 38 177 79 274 1264 565 319 1472 658 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 watts and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Cefrtgs a 16G 1.1 1.4 0 0 0 72 76 100 315 333 437 252 266 349 b 16G 1.1 1.4 0 0 0 0 0 0 52 55 72 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 01 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 6 156 0 36 933 0 36 933 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. 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 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 25.7 8.3 0 0 0 18 462 149 64 1643 528 19 488 157 13 Subtotal bss=6+8..+11+12 ^^ 0 .. ••» 1568 ••• 6594 »» •» 3861 ••• Less external heating 0 »^ »» 0 ^" 0 0 ' Less transfer 0 ^» 0 0 0 Heating redistribution - 0 »» »» 0 •• •.• 0 »^ »» 0 ••• 14 Duct loss 10°/ 0 "" 10°/ 157 "" 10% 659 "" 1U/ 386 15 Total loss = 13+14 0 "" »^ 1724 - "" 7253 "" 4247 16 Int gains: People @ 300 0 0 0- 0 1 "" 300 0 0 0 Appl. @ 1200 1 1200 0 0 0 0 0 17 Subbt RSH gain=7+8. +12+16 1200 "" "" 1307 "" 5383 _ 1551 Less external coding "" 0 "^ "" 0 "" "" 0 ... .... 0 Less transfer •••• ^^ 0 ••• •••• 0 .' • " 0 »» .,, 0 Cooling redistribution ••• »» 0 »» ••• 0 •• ••• 0 •••• ••• 0 18 Duct gain 10°/ - 120 10% - 131 10°/ "" 538 10°/ - 155 19 Total RSH gain=(17+18) PLF 1.00 ^^ 1320 1.00 - 1437 1.00 5922 1.00 - 17097 20 Air required (dm) '^' 0 72 ^^ 65 79 Z72 324 "" 159 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residential 5.5.17 RSR26014 2006-May-16 09:22:44 14C'CA E:\Files\ENGLE2002\ Jlora2974Wllora2974.rsr Page 3 RIGHT-J WORKSHEET 0 ZONE 1 DEL AIR HEATING,AIR CONDITIONING,R Job: ALLORA 2974 6-16.04 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 J: 7th Ed. 1 Name of room LDY j4MANUAL 2 Length of encosed wall 6.0 ft 3 Room dn>artvorts 6.0 x 12.0 ft C iings Condit Option 9.4 ft heat/cool TYPE OF CST HI Area Load (Btuh) Area Area Area DFOSURE NSO Htg Clg (ft� Htg Clg Htg Clg Htg Clg Nt9 G9 5 Gross a 14B 4.6 2.1 0 - •• »" "" " " ' Exposed b 13C 3.2 1.2 56 - '•" » "" "" ^ walls and c 12C 2.9 1.9 0 "" "" "" "'• partitions d 0.0 0.0 0 e 0.0 0.0 0 "" '•" f 0.0 0.0 0 6 Windows and a 1C 37.0 ^ 0 0 « "' glass doors b 8C 37.0 » 0 0 ^» ' Heating c 9C 38.7 ^ 0 0 ... d 1C 37.0 » 0 0 ^^ ^^ e 0.0 » 0 0 f 0.0 » 0 0 7 Window and North 21.6 0 »» 0 glass doors NENW 0.0 0 '• 0 . . Cooling E/W 59.4 0 »» 0 SE/SW 0.0 0 "" 0 .. South 0.0 0 •'• 0 Horz 0.0 0 •• 0 8 OCterdoor, a 11A 18.9 12.7 18 340 229 b 0.0 0.0 0 0 0 c 0.0 0.0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 exposed b 13C 3.2 1.2 38 120 44 walls and c 12C 2.9 1.9 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 10 COB gs a 16G 1.1 1.4 72 76 100 b 16G 1.1 1.4 0 0 0 c 0.0 0.0 0 0 0 d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 01 0 11 Floors a 22A 25.9 0.0 6 156 0 (Note: room b 0.0 0.0 0 0 0 perimeter c 0.0 0.0 0 0 0 is displ. d 0.0 0.0 0 0 0 for slab a 0.0 0.0 0 0 0 floors) f 0.0 0.0 0 0 0 12 Infiltration a 1 25.7 8.3 18 462 149 13 Subtotal loss=6+8. +11+12 '••' 1153 Less external heating •••• 0 «» ^" »» «« •„ Less transfer ^-- 0 Heating redistribution 0 «« «« «« «« «« 14 Duct loss 101r 115 "• °/ °/ » °/ 15 Total loss = 13+14 "" 1269 16 Int. gains: People @ 300 0 »^ 0 •" .�. Appl. @ 1200 1 »» 600 ••" «« .... 17 Subtot RSH gain=7+8. +12+16 1122 Less external cooling "' "" 0 Less transfer -• -- 0 «« ... ... Cooling redistribution - .» 0 ... ».. •.. .. «« .... 18 Duct gain 10% "' 112 % '•" °/ ^» o/ --« 19 Total RSH gain=(17+18)'PLF 1.00 "•' 1234 20 Air required (dm) 48 67 "• •" »« Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr-m4o tttsoTt Right -Suite Residential 5.5.17 RSR26014 2006-May-16 09:22:44 AC'Cp` E:\Files\ENGLE2002WIora2974W1ora2974.rsr Page 4 Duct System Summary ZONE 1 DEL AIR HEATING,AIR CONDITIONING,R Job: ALLORA 2974 6-16-04 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Project• • For: ENGLE HOMES Extemal static pressure Pressure losses Available static pressure Supply / return available pressure Lowest fiction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.12 / 0.12 in H2O 0.462 in/100ft 1400 cfm 52 ft Supply Branch Detail Table Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.12 / 0.12 in H2O 0.462 in/100ft 1400 cfm Name Design (Btuh) Htg (cfm) Clg (cfm) Design FIR Diam (in) Rect Size (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk LIV/FOY/DIN-A h 4836 181 174 0.490 7 Ox 0 VIFx 49.0 0.0 1 LIV/FOY/DIN h 4836 181 174 1.500 7 Ox 0 VIFx 16.0 0.0 FAMILY/STAIRS-A h 4688 176 152 0.462 7 Ox 0 VIFx 52.0 0.0 3 FAMILY/STAIRS h 4688 176 152 0.500 7 Ox 0 VIFx 48.0 0.0 3 NOOK h 3825 143 112 0.500 7 Ox 0 VIFx 48.0 0.0 3 KITCHEN c 1320 0 72 0.462 5 Ox 0 VIFx 52.0 0.0 3 PwDR c 1437 65 79 0.774 5 Ox 0 VIFx 31.0 0.0 2 MSTR.BR C 2961 136 162 0.857 7 Ox 0 VIFx 28.0 0.0 2 MSTR.BR-A C 2961 136 162 1.200 7 Ox 0 VIFx 20.0 0.0 2 MSTR.BTKWICS h 4247 159 93 1.263 7 Ox 0 VIFx 19.0 0.0 1 LDY C 1234 48 67 2.400 5 Ox 0 VIFx 10.0 0.0 .- -Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam Rect Duct Duct Name Type (cfm) (cfm) FIR (fpm) (in) Size (in) Material Trunk 1 Peak AVF 677 670 0.490 633 14 0 x 0 VinlFlx 3 Peak AVF 495 488 0.462 630 12 0 x 0 VinlFlx 2 Peak AVF 336 402 0.774 512 12 0 x 0 VinlFlx 1 wrightsoft Right -Suite Residential 5.5.17 RSR26014 2006-May-1609:23:18 X4,'k E:1FilesIENGLE2002VUlora2974W1ora2974.rsr Page 1 Ak DUCT TREE DIAGRAM 1p ZONE 1 DEL AIR HEATING,AIR CONDITIONING,R Job: ALLORA 2974 6-16-04 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 Project• • For: ENGLE HOMES HENFINIBg COmmtiig Extemal Shdic 6Tewww: 0.30 in H2O 0.30 in H2O Pressure looms: 0.06 in H2O 0.06 in H2O Available AEicre?: 0.24 in H2O 0.24 in H2O 66pop/Rah mn available pressure 0.12 / 0.12 in H2O 0.12 / 0.12 in H2O AcojetAVEUon rate 0.462 in/100ft 0.462 in/100ft Actual air flow 1400 cfm 1400 cfm Total Efkdim leaq#hh(TBF4): 52 ft Attn: lines indicate branches and trunks, numbers indicate AVF's SUPPLY TRUNKS AND BRANCHES - SCHEMATIC TREE DIAGRAM LIV/FOY/DI —174. 1 1 669. MSTR.BTHNV —93. PWDR —78. 2 402. — MSTR.BR —161. 71 MSTR.BR-A —161. FAMILY/STA —152. 1 3 488. FAMILY/STA —152. NOOK —112. KITCHEN —72. LIV/FOY/DI —174. ::] < --NO TRUNK LDY —67. < —NO TRUNK RETURN TRUNKS AND BRANCHES wreghtsoft Right -Suite Residential 5.5.17 RSR26014 2006-May-1609:23:18 ,4CCA E:\Files\ENGLE2002\HIIors2974Wllora2974.rsr Page 1 PROJECT SUMMARY ZONE 2 DEL AIR HEATING,AIR CONDITIONING,R Job: ALLORA 2974 6-16-04 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 Project• • For: ENGLE HOMES PLANS REVIEWED Notes: CITY OF SANFORD Design Information_ Weather. Orlando AP, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Summer Design Conditions 38 OF Outside db 70 OF Inside db 32 OF Design TD Daily range Relative humidity Moisture difference Building heat loss 10811 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 10811 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatin�gg Cooling9 Area (ft2) 1070 1070 Volume (ft') 9280 9280 Air changes/hour 0.42 0.24 Equiv. AVF (cfm) 66 38 Heating Equipment Summary Make LENNOX Trade Model Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 7.7 HSPF 0 Btuh @ 47°F 0 OF 800 cfm 0.074 cfm/Btuh 0.30 in H2O 93 OF 75 OF 18 OF M 50 % 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 11923 Btuh Ventilation 495 Btuh Design temperature swing 3.0 OF Use mfg. data y Rate/swing multiplier 1.00 Total sens. equip. load 12418 Btuh Latent Cooling Equipment Load Sizing Internal gains 460 Btuh Ventilation 737 Btuh Infiltration 1106 Btuh Total latent equip. load 2303 Btuh Total equipment load 14721 Btuh Req. total capacity at 0.80 SHR 1.3 ton Cooling Equipment Summary Make LENNOX Trade Cond Coil Efficiency 14 EER Sensible cooling 19200 Btuh Latent cooling 4800 Btuh Total cooling 24000 Btuh Actual air flow 800 cfm Air flow factor 0.067 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 84 % Bold/Italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Ar wrj0Htsoft Right-Suhe Residential 5.5.17 RSR26014 2006-May-16 09:22:44 ACC-k E:\Files\ENGLE2002WIIora2974Wllora2974.rsr Page 3 RIGHT-J CALCULATION PROCEDURES A, B, C, D ZONE 2 DEL AIR HEATING,AIR CONDITIONING,R Job: ALLORA 2974 6-16-04 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831.2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.42 ach x 9280 ft3 x 0.0167 = 2. Winter infiltration load 1.1 x 66 cfm 3. Winter infiltration HTM 2311 Btuh / 90 x 32 °F Winter TD = ft2 Total window = and door area Prncariura R - Summer Infiltration HTM Calculation 66 cfm 2311 Btuh 25.7 Btuh/ft2 1. Summer infiltration AVF 0.24 ach x 9280 ft3 x 0.0167 = 38 cfm 2. Summer infiltration load 1.1 x 38 cfm x 18 °F Summer TD = 743 Btuh 3. Summer infiltration HTM 743 Btuh / 90 ft2 Total window = 8.3 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/Ib moist.diff. x 38 cfm = 1106 Btuh Procedure D - Equipment Sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 25 cfm vent. x 18 °F Summer TD = 495 Btuh Sensible load for structure (Line 19) + 11923 Btuh Sum of ventilation and structure loads = 12418 Btuh Rating and temperature swing multiplier x 1.00 Equipment sizing load - sensible = 12418 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 25 cfm vent. x 43 gr/lb moist.diff. = 737 Btuh Internal loads = 230 Btuh x 2 people + 460 Btuh Infiltration load from Procedure C + 1106 Btuh Equipment sizing load - latent = 2303 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. „ wrl+ghtsoft Right -Suite Residential 5.5.17 RSR26014 2006-May-1609:22:44 AC -0, E:tFilesIENGLE2002WIlom2974W1ora2974.rsr Page 3 RIGHT-J WORKSHEET 0 ZONE 2 DEL AIR HEATING,AIR CONDITIONING,R Job: ALLORA 2974 6-16-04 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name d room ZONE 2 BDRM4 GAME RM / STAIRS BDRM2 2 14Ce Lerglh of exposed wall 140.0 ft 26.0 ft 43.0 ft 31.0 ft 3 Roan drnersiors 12.0 x 14.0 ft 18.0 x 25.0 ft 13.0 x 18.0 ft grgs Condit Option 8.0 It d n 8.0 ft heat/cool 8.0 ft 1heat/cool B.0 ft heat/cod TYPE OF CST HTM Area Load (Btuh) Area Load (Bait) Area Load (Bnih) Area Load (3tuh) EXP 7SURE NO. Htg I C19 06) Htg Clg (ft') Htg Gg (ft) Htg I Gg (ft') Htg I Cig 5 Gross a 148 4.6 2.1 0 "" 0 "" "" 0 "" 0 Exposed b 13C 3.2 1.2 0 0 "" "" 0 "" 0 wags and c 12C 2.9 1.9 1120 20B 344 "" 248 « partitions d 0.0 0.0 0 "" 0 0 .. 0 e 0.0 0.0 0 "" "" 0 0 0 .� f 0.0 0.0 0 .. .. 0 .. 0 .' ' ' . 0 ..' 6 Windows and a 1C 37.0 ^ 90 3326 20 739 30 1109 ^ 739 glass doors b 8C 37.0 ^ 0 0 ^" 0 0 "" 0 0 0 0 Heading c 9C 38.7 ^ 0 0 ^^ 0 0 0 0 "" 0 0 d 1C 37.0 "- 0 0 0 0 0 0 0 0 e 0.0 ^ 0 0 "" 0 0 0 0 0 0 f 0.0 ^ 0 0 ^^ 0 0 0 0 "" 0 0 7 Wlridays and North 0.0 0 ^^ 0 0 0 0 "" 0 0 0 glass doors C km NEMW E/W 0.0 65.4 0 90 0 58W 0 20 "" 0 1088 0 30 ^" 0 2622 0 20 0 1088 SE/SW 0.0 0 ^ 0 0 "" 0 0 "" 0 0 0 South 0.0 0 '^ 0 0 0 0 0 0 0 Horz 0.0 0 ^" 0 0 "" 0 0 "" 0 0 0 B Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 0 0 0 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 wags and c 12C 2.9 1.9 1030 2966 2002 188 541 365 314 904 610 22B 657 443 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 ceilings a 16G 1.1 1.4 1160 1225 160E 168 177 233 450 475 624 234 247 324 b 16G 1.1 1.4 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 01 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 0 0 0 0 0 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for stab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 In ittration a 25.7 8.3 90 2311 743 20 513 165 30 770 248 20 513 165 13 Subtotal loss=6+8.+11+12 982B »» • » 1972 3259 «_«_ 2156 Less external heating 0 ^» »» 0 -- 0 «« 0 Less transfer 0 ^^ ^ 0 "" 0 "" «» 0 Heating redisinlwtion 0 ^^ ^^ 0 0 0 14 Duct loss 101/ 983 10% 197 "" 101/ 326 101/ 216 15 Total loss = 13+14 "" 10B11 »^ ^^ 2169 3584 ^^ ^ 2372 16 Int gains: People @ 300 2 600 0 0 2 "" 600 0 "" 0 Appl. @ 1200 0 ^^ 0 0 0 0 "" 0 0 0 17 Subnot RSH gain=7+8_+12+16 "" «« 10839 "" 1851 ^' 4704 2021 Less extemal cooling .••• ^« 0 .... ... 0 .. ... 0 0 Less transfer "" ^^ 0 ^^ ^^ 0 "" 0 ... .. 0 18 Coding redistribution Dud gain »- 101/ «« ^^ 0 1084 »« 10% ••• - 0 185 ••• 10°/ •» 0 470 «« 1M, •• - 0 202 19 Total RSH gain=(17+18)'PLF 1.00 ^^ 11923 1.00 - 2036 1.00 5174 1.00 - 2223 20 Air requirad (dm) "" 800 8m ^^ 160 137 - 265 3471"" 1 176 149 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrrghtsoft Right -Suite Residential5.5.17 RSR26014 2006-May-16 09:22:44 'gyp` E:\Files\ENGLE2002WIlora2974WIlora2974.rsr Page 5 RIGHT-J WORKSHEET . ZONE 2 DEL AIR HEATING,AIR CONDITIONING,R Job: ALLORA 2974 6-16-04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name of room BATH2 BDRN13 BR3/BR4 WIC 2 j4C Length of exposed wall 6.0 ft 28.0 ft 6.0 ft 3 Room drnensions 13.0 x 6.0 ft 12.5 x 14.0 ft 5.0 x 11.0 ft l ngs Cond'R Option 8.0 ft Iheat/cool 8.0 ft heaticool 8.0 It 1heat/cod TYPE OF CST HiM Area Load (Btuh) Area Load (BlUh) Area Load (Btuh) Area E)FOSURE NSO Htg Clg (ft) Htg I Clg (ft') Htg I Gg OF) mg I CIg Htg Clg 5 Gross a 14B 4.6 2.1 0 «« 0 "" "" 0 Exposed b 13C 3.2 1.2 0 «« 0 "" 0 walls and c 12C 2.9 1.9 48 "" "" 224 48 "'• "« partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 « "" 0 0 f 0.0 0.0 0 "" 0 "" "" 0 6 Windows and a 1C 37.0 « 0 0 «« 20 739 «« 0 0 «« ... glass doors b 8C 37.0 « 0 0 "" 0 0 0 0 .� Healing c 9C 38.7 « 0 0 0 0 0 0 « d 1C 37.0 « 0 0 «« 0 0 0 0 .. e 0.0 « 0 0 0 0 "" 0 0 f 0.0 « 0 0 0 0 "" 0 0 7 Windows and North 0.0 0 «« 0 0 0 0 "" 0 glass doors NEMW 0.0 0 - 0 0 '«' 0 0 «« 0 Cooling E/W 65.4 0 «« 0 20 1088 0 0 SE/SW 0.0 0 «« 0 0 0 0 0 ... South 0.0 0 "'- 0 0 "" 0 0 0 Horz 0.0 0 0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 elgcsed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 wafts and c 12C 2.9 1.9 48 138 93 204 588 397 48 138 93 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Cet1l'ngs a 16G 1.1 1.4 78 82 108 175 185 243 55 58 76 b 16G 1.1 1.4 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 1 0.0 0.0 01 0 0 0 01 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 0 0 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 01 0 121 Infiltration a 1 25.7 8.3 01 0 01 20 5131 165 0 0 0 13 Subtotal losses+8. +11+12 221 .... 2025 "" 196 Less external heating 0 "« .. 0 ,, 0 Less transfer 0 0 •-« 0 14 Heating redistribution Dud loss «« 10% 0 22 «. 10% 0 m ... "" .. 109 0 20 ... - °/ 15 Total loss = 13+14 243 "" «« 2227 "" 216 - 16 Int gains: People @ 300 0 0 0 0 0 "" 0 Appl. @ 1200 0 0 0 0 0 0 17 Subtot RSH gain=7+8.+12+16 «« 201 1892 170 _ .... Less external cooling «' "" 0 "" 0 .. 0 ... t ess transfer '« 0 0 ., ,,, 0 18 Cooling redistribution DtxX gain ••• 10° . « 0 20 •.• 10°/ ... «« 0 189 •. 10° .. '«' 0 17 • . ..• 19 Tonal RSH gain=(17+18)'PLF 1.00 2 «« 222 1.00 2081 1.00 2 "" 186 « « "" 20 Air reclutnad (cfm) 18 15 -« 165 140 16 13 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr-s40 ttsoTt Right -Suite Residential 5.5.17 RSR26014 2006-May-16 09:22:44 ACC*' E:1Files\ENGLE2002tAllora2974W1ora2974.rsr Page 6 Duct System Summary ZONE 2 DEL AIR HEATING,AIR CONDITIONING,R Job: ALLORA 2974 6-16-04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • For: ENGLE HOMES External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.12 / 0.12 in H2O 1.091 in/100ft 800 cfm 22 ft Supply Branch Detail Table Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.12 / 0.12 in H2O 1.091 in/100ft 800 cfm Name Design (Btuh) Htg (cfm) Clg (cfm) Design FIR Diam (in) Rect Size (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BDRM4 h 2169 160 137 1.200 7 Ox 0 VIFx 20.0 0.0 1 GAME RM / STAIRS c 2587 133 174 1.714 7 Ox 0 VIFx 14.0 0.0 GAME RM / STAIRS -A c 2587 133 174 4.000 7 Ox 0 VIFx 6.0 0.0 BDRM2 h 2372 176 149 3.000 7 Ox 0 VIFx 8.0 0.0 BATr12 h 243 18 15 3.000 4 Ox 0 VIFx 8.0 0.0 BDRM3 h 2227 165 140 2.000 7 Ox 0 VIFx 12.0 0.0 BR38R4 WIC h 216 16 13 1.091 4 Ox 0 VIFx 22.0 0.0 1 Supply Trunk Detail Table Name Trunk Type Htg (cfm) Clg (Cfm) Design FIR Veloc (fpm) Diam (in) Rect Duct Size (in) Duct Material Trunk 1 Peak AVF 176 149 1.091 660 7 0 x 0 VinlFlx ,:-t, wrighitsoft Right -Suite Residential 5.5.17 RSR26014 2006-May-16 09:23:18 ,4CCA E:Tiles\ENGLE2002WIara2974W1ora2974.rsr Page 2 DUCT TREE DIAGRAM ZONE 2 DEL AIR HEATING,AIR CONDITIONING,R Job: ALLORA 2974 6-16-04 10g COMMERCE STREET, LAKE MARY, FL 3274&6206 Phone: (407) 831-2665 Project• • For: ENGLE HOMES HENEIN[Ag CO>`lUffl6g External ftflic Banum: 0.30 in H2O 0.30 in H2O Pressure low: 0.06 in H2O 0.06 in H2O Available &aiirm: 0.24 in H2O 0.24 in H2O Sdpjo p/Relem available pressure 0.12 / 0.12 in H2O 0.12 / 0.12 in H2O AcojattWfion rate 1.091 in/100ft 1.091 in/100ft Actual air flow 800 cfm 800 cfm Total Fie Ilesg#W(THE4): 22 ft Attn: lines indicate branches and trunks, numbers indicate AVF's SUPPLY TRUNKS AND BRANCHES - SCHEMATIC TREE DIAGRAM BDRM4 —136. 1 1 149. — BR3/BR4 WI —12. GAME RM / —173. < —NO TRUNK GAME RM / —173. < --NO TRUNK BDRM2 —149. < —NO TRUNK BATH2 —14. < —NO TRUNK BDRM3 —139. < —NO TRUNK RETURN TRUNKS AND BRANCHES wrightSoft Right -Suite Residential5.5.17 RSR26014 2006-May-1609:23:18 ACiC,k E:\Files\ENGLE2002WIora2974W1ora2974.rsr Page 2 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: ALLORA 2974 6-16-04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 631-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/FOY/DIN a n e a c n 0 d 1 1 90 1.0 7.0 1.4 6.0 54.4 46.0 33.8 c n e a c n 0 n 1 1 90 1.0 7.0 1.4 8.0 87.4 48.0 26.5 FAMILY/STAIRS a n N a c n 0 d 1 1 90 1.0 1.0 10.0 6.0 20.4 28.0 0.0 b n W a c n 0 d 1 1 90 1.0 9.0 1.4 8.0 54.4 64.0 48.6 NOOK b n W a c n 0 d 1 1 90 1.0 9.0 1.4 8.0 54.4 48.0 36.4 KITCHEN PWDR c n w a C n 0 d 1 1 90 1.0 1.0 2.0 6.8 54.4 18.0 0.0 MSTR.BR b n W a C n 0 d 1 1 90 1.0 1.0 1.4 8.0 54.4 64.0 0.0 MSTR.BTH/WIC'S a n S a c n 0 d 1 1 90 1.0 1.0 1.0 4.0 30.4 19.0 19.0 LDY BDRM4 a n e C c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 20.0 0.0 GAME RM / STAIRS a n w c c n 0 n 1 1 90 1.0 1.0 1.0 5.0 87.4 30.0 0.0 BDRM2 a n w c c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 20.0 0.0 wrig htsoft Right -Suite Residential 5.5.17 RSR26014 2006 May-16 0Page I A('-{{ E:1FilesIENGLE2002V+Ilora2974Wllora2974.rsr Page BATH2 BDRM3 90 1.0 1.0 1.0 5.0 54.4 20.0 0.0 BR3/BR4 WIC wnghtsoft Right -Suite Residential 5.5.17 RSR26014 2006-May-1609:22:44 Page 2 ,4CC.+K E:\Files\ENGLE2002kNiora2g74WIora2974.rsr goZg-gi,/ Zr, *lj h.6W arl 1011 nN 19915 -121amoD 601 Hr3 VULL* I:ul,wwj*jjq 2 tmuompao) -4v,b"w--si As 31va SNOISIA38 ,0 S38801'A :,ke Nmvu(] C0'6 L'60 :aiv(] NOISIA10ens : 10-1 t,L6Z V8011V NVId S3NOH 3ION3 :aa-line PLAN CITY I I REVIEWED i�SANFORD WEAThERMASTER BuilLdimr. Pnolducrs. Irlc. Office 407-324-2080 fax 407-324-0503 df LABEL DRAWING # OR TYPE USED WITH PRODUCT # 1 Legend of contents 2 GA 1 Installation 1450 Flange SH 1450/1550 3 GA 2 Installation 1450 Flange PW 1450 4 GA 3 Installatton 1100 Fin SH 1100/1900/1970 5 fGA 3/A Cont. Head And Sill Fin Mull 190011100/1970 1900/1100/1970 6 GA 4 Installation 1100 Fin PW 1100 7 GA 5 Installation 1450 PW Flange Designer PW 1450/1550/1570 8 GA 6 Installation 1100 PW Fin Designer PW 1100/190011970 9 GA 7 Installation 1480 Flange HR 1480/1580/1590 10 GA 7/A Installation 1580/1590 Flange 3 Lite Slider 1580/159D 111 GA 8 Onstallation 1180 Fin HR 1180/1980/1990 12 GA 8/A Installation 1980 Fin 3 Lite Slider 1980/1990 13 GA 9 GEN 0024 Block Inst. SLIDING GLASS DOOR 420/430/"0 14 GA 10 GEN 0028 Wood Inst. SLIDING GLASS DOOR 420/430/440 15 GA 10/A GEN 0027 2x in Block SLIDING GLASS DOOR 420/430/440 16 GA 11 GEN 0450 Fin Vert. Mull Clip 1448 17 IGA12 I Mull Bar Load Chart 1x4 Fig. Hz. SH 1445 18 GA 12 A Mull Bar Load Chart 1x4 Fin Vert. SH 1445 19 GA 13 Mull Bar Load Chart 1x4 Fig. Vert. SH 1445 20 GA 14 Mull Bar Load Chart 1x4 Fig. Vert. PW 1445 21 GA 14 A Mull Bar Load Chart 1x4 Fin Vert. PW 1445 22 GA 15 Mull Clip 1x4 >8 Fin Vert. Mull Clip 1445 23 IGA18 jMull Clip GEN 0453 Fin HZ Mull Clip 1447 24 GA 19 Mull Bar Load Chart 1 x4 w/lip Fin HZ SH 1447 26' GA 20 Mull Clip GEN 0457 Fin Vert. Mull Clip 1448 26 GA 21 Mull Bar Load Chart 1x2.5 Fin Vert. SH 1448 27 GA 22 Mull Bar Load Chart 1x2.5 Fin Vert. PW 1448 28 GA 23 Mull Bar Load Chart 1x2.5 Fig. Vert. SH 1"2 29 IGA 24 lMull Bar Load Chart 1x2.5 Fig. Vert. PW 1442 30 IGA 25 IMull Clip GEN 0454 Fig. Vert. Mull Clip 1442 31 IGA 28 IMull Clip GEN 0459 Fig. Vert. Sill Clip 1442 32 GA 28 IMull Clip GEN 0456 Fig. HZ Mull Clip 1445 33 GA 29 IMull Clip GEN 0452 (>6) Fig. Vert. Mull Clip 1445 34 GA 30 1 Installation FEB. HEB. Fig. SH 1450/1550/1570 FE+HE 1450/1550/1570 35 GA 31 linstallation FEB. HEB. IFIN SH 1100/1900/1970 FE+HE 110011900/1970 —_T 1 I 1 3/6 1 . I. L 14 WLSOSwim 11" 15409rrim rimme/Varillaal "42 FbmmWVertleal 1"6 �Icr•ge window 'Lba mAl 101 Plctlar vtr-dua :.:ac -%--I 14Y veyl:eol S"Ucttrol opolieal'an-L'arl•eal str.teturd oopli_ut-tn e of ¢i I:urlee windows. of all flcnele! wineow;. Adds 1/8 to Opc-1:nq. Acc:; ' /5' :o ()Uc i1y 1 V. I I 114tl1fA Snt� /M/Horitoetel 1a47 Fin nncltr h•:uw ^•.� :v n M, lend 51•YCtt'c C71>''t Ul OnS l.nrn •-1.line r v ap:e R:ec7 i- Ittr::o g11r1irty:: w 'v t1:;- wind AJUS/S• !e Cklrn:nS. y -( I>at� 1'n lint. t.M e+�ts� fA 114Yer" tn/ 1fit• JJJ MtsrheMal l VerMeal Tube M IlN r beetel 1440 OFFICE ,In IF_ u4atw w 144orw 1ltQr Ver0oal Time NO Musket 1444 . I •1 1 - 141r1l�lOI� ta..e.rwtitrrr iws 'Irw.�• Krerbr r~� a rr win nrJr. 4rnrrt.Vg1 riTyP', 7!f:�• Ohl/ rrrrl7.� r^y1lalr HlJllr: '. r=d wp cut:•r:. 'Ilrn•;� •cce 1/11* In Qprm^.• let •nna I 1/A• :o pxr•pQ Weathermaster Building Products, Inc. 227 Power Court Sanford, FL 32771 407-324-2080 407-324-0503 Fax 2004 Florida Statewide Product Approval Numbers For General Aluminum Products These numbers are posted on www.floridabuilding.org under their product approval section. FL 5171 Single Hung Windows FL 5170 Sliding Glass Doors FL 5169 Fixed Picture Windows FL 5168 Horizontal Sliders SHIM AS REOD (SEE NOTES) ONE BY W000 euol BY aIt •fSTAlLAT10N ANOIOIt CHAR BEIWEOH WINDOW /rcAtAx H1NiT11FDl EHNo FLANGE A N70D BUCK 1 e~OMDIQm TVs in Su IM ByOTHER PRE CAST '-RL By OTHERS -CAM GET WEEN WDIDOW RANGE A PRE CAST SAWL NTH AXEM 118 ADIE9YE CALVE OR APPROVED EQUAL BJCK MOTH RANGE TYPE MHDOW FRAME —� JAMB PEAWEtm BY OTHERS - VRAM NDIN - EXTERIOR GENERAL NOTES: 1) SHIM AS REQD. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAK. ALLOWABLE SHIM STAG( TO BE 1 4' 3; WINDOW FRAME MATERIAL -ALUMINUM ALLOY 6063 CAULK BOOM WINDOW FLANGE AT HEAD AND JA BS4LL MUST EE ATTACHED TO THE SUBSTRATE NTH WLKEM tt6 ADWSIVE CALAX OR APPROVED EQUAL 4) APPLICATION OF VLAJIM 110 ADHESIVE CALAX AT FRAME SILL MUST COMPLY WITH SEALANT MANIFACTEFOR'S RECOMMENDATION S) CAW( FOR PERIMETER SEAL AROUND DrIMOR OF WINDOW FLANGE 6) GLASS THICMESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHART SINGLE GLASS 15 SHOWN, DMI ATNG GLASS IS ALSO QUALIFIED. -ONE BY NOW BUCK BY OTHER 1 f a' ►mT SHIM AS REOU. (SEE NOTES) 0 4 \ INSTALLATION ANCHOR 4 cm" BFIWEEN 1•NDOW FLANGE N0o0 BUGH SECTION 2 WINDOW WI]H. A C. DOW CAUIX BETWEEN WOW BUCX A MASONRY OPENING BY OTHERS E K 2 L .- S E F ` -.4r0r 1 to 1� ELEVATION No.42371 VIEWED FROM EXTERIOR a P W oe i O� ••. STATE OF '�►Ae, Arrl 0 140 NAL .. G.A. 1 CALL WINDOW GLASS IN 4ASS DESRiI TAPCOT ANf 10 LOCA IGN SIZE SIZE (INCHES) PFXSSK PRESSM LOCATIONS CAPACITY N PST COACM N PSF n 10 to 0 s -w -0 -201 -Ea 0.0 /.Nu 11 n 1/0■ >• •/• -77 -n -fa -nf AC ►AW 14 1. 1/0. mA • -ex -40 -1 , -1114 AT: r:wu 1444 10 1O -a -0 -le -fa AC 1HB 1/• ■ N /• -a -a -147 -147 AC ►AW f0 n 1/• ■ a -b -40 -ta -la AC D.EJAW -40 -40 -H• -110 A.0 0".Qmi 17 to In." - - ->a -04 Ao D"ANI to a 1/E . s -47 -07 -130 -tn AC F.611! 110 s 1/2 ■ sl •A -e0 -a -100 -100 AO TA W 1N4 a 1/2 ■ 00 6A -47 -47 -TM -IN AC "•a NN4 I! 1/2 ■ IN@A -44 -M -100 _too AC 4U! NNO IIIIA . a ■A -47 -41 -100 -100 Ac AC rAW F.wu IONS 1/E ■ a -40 -40 -NI -N AO IAX1 on a 1/2 . n 1W 1 -b - I -10 _ 1 -7• -Y -70 -a AC FAW e0o e0 IA . ■ -e• -S -113 -113 AC 60W c f n IA . s •A -47 -47 -a -a A. TAM JIM >41/1 . e0 •A -41 -a -79 -70 AC ►.01u 70NH N 1/2 . Or eA -b -40 -17 -77 Ao l.wU e0.440 ao 1A Be tiA -40 -40 -7• -79 AF AC ►wu WU e0A 3D 1/2 ■ a -40 -40 -7• -n AC TAW ooi/ eD 1/2 . n -40 -40 -H :,n- Ae TAXI a >n It 20 -61 -N -00 -0 AC F.Clll u 37 It i fA -40 -40 -0 -0 AO XI TA 14 n x a eA -40 -40 -0-07 AC l.wU NH 144e 37 x a 8/1-40 II 1 N 0/0 -10 -40 -40 -M -ee -s -ee Ae AC ►AIL >s A 1 a -b -40 -a -a Ike AC F.wu FAIL! O n 1 n -a -40 -a -a -a 1 -a A.0 I F.wU AIM u It T! -M -40 -40 -O AA F.wu 4030 41 x i fA -b -40 -41 -b AC rAW 4m U R D eA -40 -40 -O -40 At PZ 414+4 41 x M e/W -b -b -b -b AC TAW n440 41 x as m/s -40 -40 -10 -10 le TAW 40a 41n 41 x a 4E 1 7f -40 -40 -40 -40 -40 -40 -40 -40 AC TAW -.o A0 F,o1U 10 p 1 M -b -q - - AC F.CW 40 40 x n fp -O �D - - AC rAW 4m N x m OA COIL! 4N44 0 x IN 3AA p_ AC W 40NB p x Do GA -40 -a Ar.w C ru 40a x a -40 :40 AC r� A a 1/• . m -40 -411 - - A,0 FAW Iu a to . s 0/0-O -40 - - AC ►.WU 34 a IA . 00 0/1 -40 -4o - - A.D i o u 3N4 a 1A . N " -b -b - - AC 344• a IA x ee eA -40 -40 - - AC C TAMU N a 1/11 a a -40-40 -.0 - - AA TA1u 1) M AWW ARE PWW ND IMTW SMCx1FA "Ol LGMW MCM MPMAVW OXY0 • WAK NOT um CNN® FNARMILpO O Imm poomo m Qtwo Na[ SK aTOI NrlrrA i0i IQANOOQ 6 is O 00 N .I= ND OI T[lTrmllt DOM WINO NIL K INOO 10 bA IV AI/A1 10 11Ta TOT PNUMM W III lwccm1 Mho or xt7KAMM � TDOOM N� alNlFl 0 T OM NXSMTE AT U thmal saw ON QUWL /1 am nmall O I'm►2Y TO LIrm1 UZATIM . F OMCT MOM Na ■ MOT UIM N MOOlt OUWT. UK AND40 eWMTRY U"M nN mm LANoa @ X= we MOW vx OEM Pm== x r Y A JOS 13 YOOSEF LAVY, P.E. ! XK CONSA.TNO ENW7Eflt W e.► W a."■ lr •/L r N>0 -oft■ Hal OB® ram LA14A r" / Im ASSEMBLY DRAWING DALAS TUM M143 r. 11/040-MO F! EI IxxO 140o/n00/tef0 4NOL mme INOON AR P I N/A NSTALATION SHEATHING BY OTHER INSTALATION ANCHOR PERIMETER CAUL( BY O FIN TIDE WINDOW FRAME HEADER IPERIMETER CAULK-"' BY OTHER NSTALATION ANCHOR FIN TYPE WINDOW JAMB CAUL( BETYIEEN FTH 43 SHEATING 1' MIN rim rf" fRAIE 9 SHEATHING 1' YIN. yl BY OTHER EMBEDMENT SECTION 1 2 X WOOD Br OTH"m CAULK BETWEEN WINDOW FIN & SHEATHING 1'MN. EMBEDMENT -,,__SHEATMNG BY OTHERS NST.ALATION NNDO'W NDHT 1 EXTERIO PER METER CAULK BY OTHER HEIGHT CAULK BETM NNDOW FIN 3 $HEATING S E F l NNNNNN r No. 42371 S i STATE OF W EQUALLY SPACE AN04ORS (TYP.) 1-0 -1 I_ ELEVATION VIEWED FROM EXTERIOR 6' MAX(TYP) G.A. 3 CO P R TTVE ANALYSIS & TAPCON ANCHOR CHART YUNDOW . DESIGN PM55URE ND. OF 0 t WO NUHR OF .090 U&NAL SIZE INCHES CAPAUTY N PSI' Fl 11 N FRAYS Am N FR1JE 191130 icetar ! : : 2 : 3 to . 40 63 2 2 3 2 ! 3 le . 60 63 ! 2 3 2 2 3 to ■ 60 60 : 2 3 2 : ] 20 . 30 ee ! 2 2 2 2 3 20 M 40 73 23 2 2 4 20 . 50 59 2 2 3 2 2 4 20 t60 46 2 2 3 2 2 4 26 . 30 07 67 2 2 2 2 2 2 2e a 40 62 52 2 2 3 2 2 3 ze . a6 4e 46 : 2 3 2 2 1 26 . eD ILO t0 2 2 3 2 2 4 30. 30 62 62 2 2 ! 2 2 2 30 ■ 40 49 49 1 2 3 2 2 3 30 a 60 43 43 2 2 3 2 2 4 30 t 60 40 40 2 2 3 2 2 4 30. 30 41 41 3 3 2 2 2 2 3e ■ 40 40 40 3 2 3 3 3 3 36 a 60 40 40 3 3 3 3 3 4 36 it 60 40 40 3 3 3 3 3 6 40 70 40 40 ] ] 2 ] ] 2 40 . 40 40 40 3 3 3 3 3 3 40 . 60 40 40 3 1 3 3 3 3 4 40 . e0 40 40 3 3 3 3 3 ] 33 , 72 40 40 3 3 1 4 4 7 GENERAL NOTES: 1) SHIM IF REOUMED FOR LEVELING. 2)) WINDOW FRAME MATERIAL. ALLOY 6063 3) CAULK BEHIND NNOOW FM AT HEAD ,SILL 3 JAMBA 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRINGE 6) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHART, SINGLE GLAZING IS SHOWN, INSULA71HO GLASS IS ALSO QUALIFIED 6) Y6= WATER RESISTANCE TEST REMMEMENT OF 15X OF DESIGN LOAD APPLIES POSITIVE DESIGN LOADS VI L BE LuTED TO 40.0 PSF DUE To WATER TEST PRFSMIRE OF 6.0 PSF ACHIM N TEST. 7) INSTALLATION: FIN FRAME WIDOW N WOOD FRAME OPENING MOT TWO BY WOOD STUDS USNO .000 NCH. CIA. MARS OR /e SO4EW CL SUM ENT LENOOI M PROVIDE M01.1' FLBE01EHt INTO SUBSTRATE. 6) F EXACT WINDOW SIZE 1S NOT L19Tm IN ANCHOR 6WIT . USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SZL YLA .LOB /w-02IA I T, . YOOSEF LAVY, P.E. CONSULTING ENGINEER •`•'• 9eeo ram Arc sum 1109 loll W &* K • um&% II I= • FA k YIIII • IMrL a 7591 OMLAa /LWs M43 ASSEMBLY DRAWING 41aS HaDAPM/1970 SI11IIE LUNG nt6DW 214 R 4 7 ORM. AR IP eut[ N/A ALLOY IBM DAL[ 12/11/03 B Oa MUw,IEn DISTALATION 1100 CONCRETE OR MASONRY O•E)ANO BY COVENS ME BY WOOD BUI7l BY on ERS SHIM AS RECTO (SEE NOTES) STUCCO --• BY OTHERS POOMETER CAILN BY OTHERS CLADNC — (STF NOBS) N711EROR INSTALLATION AMOIDR INSTALLATION ANCHOR SHOO AS AMID - (am moms) i4ae Smw ((ryrypp WMM TTAA'COIS ARE S/ir OLA TMOM NOT REO.O.) CAtLN BETWEEN DOM ►RULE - MASONRY OPOINO Q By OTHERS r (SEE WITS) FEAIWILR CALL —� By ODORS STUCCO BY OTHERS DOOR 1110TH r 1 wi k6-1 I.V d • d t 4 1roo1SUDIi OSOOPa AK 0001 r MIN tIfERAILTLT APPLY cALAxPND W • . [ENT U CIA S6CONCRETELL OR SET SSILLIN 4 A I CLACKS0 UD • (SEE MOTES) CONCRETE OR INSTALLATION ANCIOR MA-1 OPENING 3/16- CIA tAPCONer OTHERS II010100Dom NATBw AMMAr N10T $a" u T� a � WN M01N VM S OFWFKIW MM TO ADWN IK IK OOF I-I/r TRIO ALWWAW tAPON IN IA IAOI I MURS "On 10 UOt W ALL INAW IOANDR /) ME LAIM Got "A PEOEO fAL AROAW Qm o a• WON. IF OII UUU Cf DO= Q r IQE LR1m 1 MIOeI aMOt Ui MO101 OwRY USTID WIN NQT LAMM RIM ICI 09 ANN7IA1 OO/.OR f0H► 1�fm POOR► WON tm ON OOQT HNAS MGM NK A CONFIRMATION 10 E1111100 04DOM LIOLIItm w Mx VLA111 A M WPIMM TOWaO •tAW OTAaWUxr MAY MINT Pa A MINIM MIS S ASO 47Oa am OWR U ALL IACTW ANIAD IPA NUR COMING) RO WCUM ARDOR 90" IN REM WIN p W KW or IAxfImIT LORIN 10 IW01W MR. ur DMN W Im WOOD vim AAL1 / ILL CAWSIR ATe ■ KOM Wm A ISU L MET LAW KKK 1 WAII AS NUM At EA SKY WW Y N111300 MIGH L WAL AMOW&i WIT WUM 10 N 1/4: . 11 WL WYU11Avm MOIOW MINTY ME YAO[ O OfOWbI QUIT WAIRALMAL I 11e1I Ir IOW PNR A/W \I A04W>OT1 nun PAIR APP110IM OO/KWAVO1S AR AS UPW Cos omm"IOI OVAL RIDS ALL OOItl mv" Iwo Awn OW /WW oN Im camm NeRWI PWTWIAT101 xteme, 'A-r. f-r A NOON 111P 04R ART 10 PWOIlA" S ALL APPOW" COWtOWA>06 INAA Al10WtWl S 1m•O 40 RAW AM DOWN / /OR m PONT AM APP= 10 431 A 44e YOWL 1YI mW' Mt■T1VIO0 WAPANMNDGSWRO1Ar0 t6aGw O 1xf100A LOOM To mma 1-mr w. OMMK" MIO ISWWIL NAM re sm" V. ►s" IYAOOW A Yr 0a "L BBUCK er anon iU/WaALUOOREW((TNYpAANCHOR / WHOM TAAPCMS ARE NOT "WO.) CvfCRm /— OR MASONRY D BPOWO . e By OTHERS I 4 t—NSTALAT1011 ANCHOR 3Ar OA TAP" D mBETWEEN ama MATT OUIXI By anon i-1 4' AWN. 1/4' MAL SHIM SPACE sFcnON R-9 MAC B PEN V � asCRUX YAY'f AFT«er OTHERS BY on+tRa TAPCON INSTALLATION CHART CALL DOOR UP TO 45 PIF a1 13 NIP TO UP TO 4e PST SIZE SZE 45 PS. • Toso To 7o 70 PIT 45Pw moo To 70 OP PW UP PIT OP OP UP PS. OP PSI OP 500 x4 0L xx so IT so S 7 3 4 S 4 4 a= x4 OIL xx 72 x aO 4 4 4 4 S 4 5 am %% Old xx me It NO 5 5 5 4 S 4 5 low in Hal. xx 120 x Be a a 7 4 S 4 5 am IA OIL xx aD IT oe 5 ] ] 5 4 5 a 6050 x4 OIL xx 72 x 5e J S 3 5 4 5 a Saw xa OL xx ee x tla • 4 a a 4 5 a an VON ozo teFIA x m 5 5 a 4 ] 4 5 Iam Om 145-" x 80 7 7 W 11 4 ] 4 ' 5 5 ISUBS axO 790 O o tat -AA x a0 In-Tlh 3188 a s 10 a 5 4 5 S 4 4 a a TNRm Ox0 10a-TLA x as a e 0 5 • a a 120e0 0Im 146-Am x M 7 a a 4 a a ; Ion WIN Loa-r/a x ae s • a 4 a 4 a 120511 ICI 143-Wo x W 7 7 a 4 a 4 a IBM SDI 17s-wo IT w a 10 11 4 S 4 a 78M Wx m-P/W It N 5 5 5 5 4 a e Sam 151 108-0to x SO e 5 a 5 4 e e 12000 lox 142-WW x n 7 5 a 4 a e 11120fa 1] ma Raw Oaa xxxx I"-N x e0 7 7 B 4 S 4 5 IBM O= 1ODO iq-ILA x aD B 10 12 4 S 4 5 10000 a1Dm. xx1oL 120-N x b a a 7 ! 4 e a 12000 OOR xxxx 144-GA x n 7 a a 5 4 a a 2 14 5 A ,-, ,• MIN T COMUMTE OR MASONRY OPENNO BY OTHERS er OTHERS WOOD um EXTERIOR ELEVATION WOOD • SLAM QLm DOOR NOOK STRIP INSTALLATION AMMON UXWO MASS J a• CIA. TAPCOE ` 00011 OR1600I pJ'.11FICq•'yC` . HOOK STRIP DETAIL ?: 04 e`'; 1em 1L• oxNiw u 7m•pb r. nw • n Tfltl SERIES 420/430 440 SUDINO CLASS DOOR ` AULTION DETAIL ev 99 N A mu DPP 02-7e dz 02 20 N-0024 2 B GE ww MM �• • OP•bt• COLS fa �>•l a1► NR m—ft M Aaa •PMA — M IKI m M COMOPIEW TWO MY a= SUM AMOtOR DR r 3/16• OLL TA►COM r FROM OPODW IVY OTHERS do 13-t/r o0.0 t4A8 If (M f BY a an 2 R a ROOD Il" By OMDAt (SIX laic 1{) " AS R[0'O (x[ PIOMS) _\ C C a 0 r•LtTAlATM APICHOR (SIX Moln) T • 1 / _C san aPo•1a ar o11t70 IL1Ck MASONRY �� CM AXI • a CA 14A3owr DLA)sa OPOa11O A .4 (S[[ MOTS) or O11W 1-I 4- MALL T1a ar vow 1-1/r t•1t BUCK ANCHOR Hri o111fD•E1T 3/Ir DLL TAPOOI t' 'mom 4 [TORS a 13-1/2. O.C. MAIL ar OTHERS f C1CC0 D a MSTALLAOON as," r OTHOt1 1 4' MAIL SPACE ANCHOR /a St31t11 PtyiwTT11 CAULK O1H10tfaY !'A' CAULK BETIM Ta00 VLXX a ey Ong" MASY OPOING ar oTlRllf QARAM[ �i 091 Or OTHERS KI61T 1/4' MAX EtTMOR ODOR {DTH f aY a to Sr ®AR f R a WOOD I DUCK all' CRIERS CLAIM CLA I -BB-e (s[I "OTC Is) No.,SEC110N (SEENo., I BY iA INSTALLATION ANCHOR CHART ��//t1t1 S=5, 3 { N CALL DOOR TArbaMS w UL « MW ►na sTRr SIZE R SIZE IN t1 w N pw to ►W w To a H 1 UP To IMP TO CONETCIIRAPON INCHES a PST 10 w To 70 4S row 10 TO P! "Pw P.oP i Poor OP ON a ON ea" 14 OIL a fo It w' 3 3 3 3 3 3 4 e WU )ID. OL a 1210 w 4 4 4 4 4 4 4 s am1Qft. .. wxw e S 85 3 • • 4 S loose 2D. Ox a 120 x w e a 7 3 • 7 3 4 { s e0110 1101 OIL Ix Box w 3 3 3 3 4 3 4 4 { { e sew 3a OK 1« 73 x w .3 3 4 a • { a0e0 XCL OIL x11 w ■ w 4 ; 5 ; ow0" 100-MAW 100 w 1 • • • { T 4 S 120" on IU-1A t w 7 7 a 7 v to 14 4 4 S 1a06e wo lat-&^ : w t to 11 t 12 S 7w on tt-3/4 1 w a e e a S 0 f 0 11000 olio IOt-TVA 0 w a a t a { 7 f • 120e0010 143-1A 1 90 7 e • 111. t0 ,: • 0 1_ 1 131{ / •sea 3Ox •/M 10{-PM 1 w S S • a t 73 120" 1mt 142-M• I se 7 7 D 7 v 10 4 S 1SOw lmt as-•/M R so a a 11 / 12 14 4 S 7840 )02 wam x w S a 5w tozx too -am x t• a s • i to ++ t 0 12Oe0 m ,42-I/M • M - ► D 11 7 1 1S 12080 03= I)= I44-W, f w 7 7 a 7 t +e I! 4 S S 1.Ose am aoa In-M1 R w I!!!-1N t 11 If T 10 13 a t 4 t S { loow Do0t0. as IfOw OorRO ,000t 2n-.r .r 120-.4 2 w 1 w ___.— e 7 0 t Ps • a { • 14 10 a 11 17 { A A CAULK BEIxED1 R1000 a110f d • MAST OPOMO ° or OTHERS CONCRM • { OR Mwsowr / aPooWo d J ° 4 • 4 2_I/4- WK. Stl}HO Co. D001 a Q d er o1i(R1 LIBERALLY APPLY GUJ01f • ' 4 • aeE�1tNT HOOK sTRIC UMM SLL OR SET SLL Ill I ITiD OF Comma toa d SECTION A -A WV� T� d ,-,/4• lot ttOl>3; d [T 1' eo01 MATO/AL• MIMMM AMA* 11011. Q FAAOa Tr[ w igum wOt a a au 1wT aI O' anwe 11Dow to M3tn[ ML o�n or t-1/4- law MA10 ! a mFW. /{ 1 . •STAILAI IN ANOMM MRT R OP 1lr11OD11 LO1CIN TO ACP" A WL ALa1WR IAPOOI OetAMAMW AOMMI "ANT 10 RON[ IN FRANC SAL "IM a101 UK CMAX Q 1 m TWO L am 4 r! IDA !At At1OAp EneIRR o1Rl • • uAct tA{oI ttTx • 1m Iatm M USp1LAt10N A44Tp1 T4rA 11S[ Arco o1rin 1atTD Mtll 4ort uAaA u"CAT a m G oll1 \ as FOR 04C AppwwTt OCao4 PA[ttlt larD. • FOR POTRT 000 a® TQ LLDaft •I►AW NO aQ / COW70MUM 101112/40) OPONR GRIM A M MMt11se 11WCMW aA77 1lpflf MAT YAK► P[r FtOJP0011f AMAstuD it o�iO HM D7 1M tLl�aMnf 2) ALL FACTORY APPM HMO POW 00041V IR1 TAPOW MIMRM 9011D 41 /VID MIN A SM" Q aRI1011001 tool" 10 puma.• r o•O•QII • n T10 IT sow suo1. tA1AX ttromm •)) ~ / ILL COO/Qf AIR 10 IT 11U10 WPM A 4MALA ADMUAN SWAB a000 a SLOt10 In" AD R111L AD AT 1A >n OF PWAALASW 0904M NOT LOW KA NO V4 L MAR, AtLDM1I12 ti 0100 10 CLASS DOOR It 1/r. NO= fIRC tl) YL P WMAA111 A1010O am K MAX a COW4001 RatM11 MATOUL L t m 04i4tA'pW11oF Tf M;M10 PAIR AND W DOW ONE rum PANELAPPWMC OWUMADOS M< AS (SEE MMS) T1GIALLATx01 ARMOR T�s 13)am ILL Vo1/I "%" Us= A{01t AIa !10•M A 11a WttUt IIOC[1se F31ML101 >tCgq'A-A-, Y-•- 3/111 01A TAPVW • PA 1NV OTTA► APPLY go Mfnll/1101 a Au AMROPCD OOMIOILIpIi aO 14) WC ALLOW! SPA" It1RM TAAOOL MOTORS U FRANC aLL 10 WE 24 CA SUOIMC CLASS DOOR NTO&M tl) WAft 410 MANOR CLASS OOSI S tROOF•l MS ~ ALSO APPIRR FR AID a 44/ ItIW1R, 10) tin an 20 RRlm Ir 10 a[ IMARr IAS10m a W#WCR M LOW 10 04 IM"Off. CDRRR a a0U HOOK STRIP QETAIL 1111=9JUL aAl•1RA in wo• nR4RaA1a WATn O P000RF TO IT AO rs. DOOR 11111011 F-1 A EXTERIOR ELEVATION q�t. 2 �.Q' q He j f001 R LL • Qn1M R T)e0t • 11 r I►1t1) • (I II.1[ )Rill cr 4 * �. M1..M •m1n1a SERIES 420l430/440 SLIDING CLASS DOOR * , INSTALLATION DETAIL T11TH TTID BY BUCK IN MASONRY yAA ' •.•� BB 'N/A camp 2 OJ 02 8 GEN-0027 MULLI^" ANCH BRACK WINDOW FRAME JAMB (TYP•) GEN-0457 'TALLATION �r MULLION CHOR I II I DIE NO. 1448 P•) I II I I II I I II I #8 SELF TAPPING I II I SMS (TYP.) I I I MULLION ANCHOR BRACKET TWO BY WOOD FRAMING m u"W" DIE NO. 1448 INSTALLA SECTION A— A ANCHOR (TYP. ) Lm EXTERIOR ELEVATION NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448. WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. DETAIL AT SILL IS SHOWN, DETAIL AT HEAD IS SIMILAR. 2) IN WOOD FRAME CONSTRUCTION, ATTACH MUWON TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH., TO ACHIEVE 1" MIN. EMBEDMENT INTO WOOD FRAMING. 3) INSTALLATION OF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 FLORIDA BUILDING CODE WITH 2O02 REVISIONS. IT IS THE RESPONSIBILITY OR OTHERS TO DETERMINE COMPLIANCE ON A SPECIFIC STRUCTURE. 4)DESIGN PRESSURE CAPACITY OF INSTALLATION AS SHOWN ON THIS DRAWING IS *62.0 PSF. SEE NOTE SECTION B—B it I1tfolio �,. �.. .e ` V �oNAI- �� •'� GENERAL ALUMINUM CORP. CARROLLTON, TEXAS FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1448 ""u — — — — I art BB rwero ---- 12/05/02 ---- 2c" HALF YAn---- low 1*GEN-0457 PROAM ee ppMWT a0saMy a0rr 1100 1O MAw A1M MOM P"K nae. "I POOR 4W-471-4M. M OP-.!!-MM N GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE Il1448 FIN VERTICAL S.H. SIZES WOW. WTH. > WOW. HGT. v 18.125 25.500 29.500 38.000 47.000 52125 25.000 1245 1151 1151 1151 1151 1151 37.375 468 383 380 345 344 344 49.625 235 184 168 152 141 140 53.625 183 142 129 115 104 103 54.625 172 133 121 108 97 96 62000 115 68 79 70 61 59 72000 72 54 49 42 38 34 84.000 44 33 29 25 21 20 CHART APPLIES ONLY TO MULLION 61448 WFEN USED TO MULL FIN SINGLE HUNG AND PICTURE WINDOWS READ WINDOW WIDTH AND HIMHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FR E ANCHORS SHOULD BE CMECKEDE IN EACH SPECIFIC CONDITION. Drrwx ■ Ln75 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2001 FLORIDA BUILDING CODE PREPARED BY: PRODUCT JECUR101.09N CORPORATION 1150 LOUISIANA AVE. SUITE 6 CA020037 WINTER PART( FLORIDA 32789 29-JWPM PHONE 407 M63M 1 FAX 407 6226335 01-1201 N GENERAL ALUMINUM ALUMINUM MULLION, DIE In"2 WITH NO REINFORCING BAR VERTICAL MULLION DESIGN LOAD CAPACITY CHART COMPARATIVE CHART IN DESIGN PRESSURE - PSF FLANGE VERTICAL SH SIZES WDW. WTH. > WDW. HGT. V 19.125 28.500 30.500 37.000 48.000 53.125 26.000 1062 987 987 967 987 987 38.375 410 340 321 307 307 307 50.625 216 172 158 143 133 133 54.625 169 133 122 109 99 98 55.625 160 125 114 102 93 91 63.000 107 83 75 67 59 57 72.000 70 54 49 42 36 35 84.000 43 33 29 25 21 20 CHART APPLIES ONLY TO MULLION 1442 WHEN USED TO MULL SINGLE HUNG WINDOWS AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDITION Dmmc ■ L/175 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2001 FLORIDA BUIUNG CODE. PREPARED BY: PRODUCT TECHNOLOGY CORP. 1150 LOUISIANA AVE., SURE 6 WINTER PARK, FLORIDA 32789 PHONE 407 622-6334 / FAX 407 6224MS 1 • o NQ q a Y � r ' CA020140 18.00I-03 024M INSTALLATION ANCHOR (TYP.) MULLION ANCHOR BRACKET WINDOW FRAME JAMB (TYP-) I Ij I I II I I II I MULLION I ANCHOR ( I I BRACKET I I a" N* GEN-04541 MUWON G.A. 25 DIE ' NO. 1442 INSTALLATION ® #B SELF TAPPING ANCHOR SMS (TYP.) (TyP-) a v ° v SEE NOTES #2 do #3 CONCRETE OR MASONRY s a SUBSTRATE SHOWN, WOOD FRAME SUBSTRATE ALSO APPLIES MULLION DIE NO. 1442 SECTION A- A EXTERIOR ELEVATION 19-11-02 1 A IREMOVE ANCHOR SPACING DIM DATE I SYM. REVISION SECTION B- B NOTES: 1) MUWON INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MUWON, DIE NO. 1442. WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION. ATTACH MUWON TO SUBSTRATE WITH 3/16- DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4- MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION. ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) MUWON ATTACHMENT IN SECTION B—B IS TYP. AT HEAD k SILL 5) I JA�l OF MUWON AS SHOWN ON THIS SHEET COMPLIES WITH THE 20Q1�` G CODE WITH 2O02 REVISIONS. IT IS THE RESPONSIBILITY .QQFF� C IINE COMPLIANCE ON A SPECIFIC STRUCTURE. do GENERAL ALUMINUM CORP. CARROLLTON, TEXAS s FLANGE VERTICAL MULLION INSTALLATION DETAIL w FL ALUMINUM TUBE MULLION, DIE NO. 1442 BB,, ;��% — — — — awI BB 'M m ____ oAm B/21 /02 ONAt- � BY ��r1+1rf�l N1w ^ — — — — w" HALF YAtV ---- °'° "°`m-04S4 MUM M M MMW WMM O!. "= LCUMMA AK.. MM MIL KO� WO M*W 451-4 -W4 IM ftj- / INSTALLATION ANCHOR (TY'•) MULLION ANCHOR BRACKET WINDOW FRAME JAMB (TYP•) G.A. 26 1' No: GEN-0459 I I j j MULLION I II 1 DIE NO. 1442 I II I MULLION I I I I ANCHOR I i I BRACKET I II I I I INSTALLATION ANCHOR SMS (LTYP) TAPPING (TYP ) a 4 ° 4 4 4 a ° 1-1/4" MIN. SUBSTRATE ° a EMBEDMENT MULLION B - B DIE N0. 1442 SECTION SECTION A -A EXTERIOR ELEVATION NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1442, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16• DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT SILL ONLY. 4) INSTALLATION OF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 FLORIDA BUILDING CODE VATH 2002 REVISIONS. IT IS THE RESPONSIBILITY OF OTHERS TO DETERMINE COMPLIANCE ON A SPECIFIC STRUCTURE. 5) DESIGN PRESSURE CAPACITY OF INSTALLATION AS SHOWN ON THIS DRAWING IS :E6 PSF GENERAL ALUMINUM CORP. �•�e�'�.•' F 1 �• �r ,�• CARROLLTON, TEXAS �'•' : '"� PRE -CAST SILL MULLION INSTALLATION DETAIL ;� Qv W/ALUMINUM TUBE MULLION, DIE NO. 1442 bDAM w---- oft 1p7 BB ----AMC*12 05 02 E�' !•� _ .. �_4; -----` m to HALF IW�---- GEN-0459 �► ' �: V "lot- isCar. no uoierAwt Ac . erg rmL naa nm woe qos�-m-Wm r*X Hsu-wx ►r`%4/ni r iy Page 1 of 6 50 5. .v CL"�W.�. ^IY hY •r.��!wfi^�5�����'�T `�i .2�T•:.ki.�� 11I��i����3¢:+..I/".rl+ BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications ' FBC Staff B Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail _-- � FL # Application Type Code Version Application Status -owl • �._ Comments . Archived Product Manufacturer Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) FL4668-R1 Revision 2004 Approved Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com OFFICE Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Standard ASTM E1300 http:/lflori dabuilding.orglpr/pr_app_dd. aspx?param=wGEVXQwtDgtAcG5vedS%2bbvQu... 3/28/2006 ASTM E1300 TAS 202 ;. . Equivalence of Product Standards Certified By Sections from the. Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Section 2612 HVHZ PI Method 1 Option A 09/14/2005 10/16/2005 10/01/2005 10/19/2005 Enteroy Entry systems ��AP�1`�ti�p�r11Fa1 aPR t' S �'•' O O O p p Op p 'pp p O O Op Op O C O 0 0 0 N O O p P. a S _o C O N O > N > N C N O N o c t p O Q c p O •'•� o e� o p e t o o � e o p e z = 0 o a o 0 op 0 o 0 0 o p S S o 0 0 0 0 N N i t ti ti Y- -Z Y Y Y m m m m m m O m O Yl O h m N•1 m m m m m m m o L.a U U L1 +1= + �— p1( p p p p p p lin o R I p I O ( O O O I O O O O O O N I O � O O O O R O OII O ualv�alN iif valin u �n .n of II p o Iof plp o_ N tJ p !IT .�nluN+l.n vsI< Tlvly C m b u�lm m of �e U; <Ip QIT Zr: C - J - v C7 L7 L7 a t.9 L7 R a p GJ V p V e Se E2 Lo O L_1 cbi n n b n b b n b ,K in K r K K b K O L Eo a ra ra ra 1•Y r> r� ra ra r>r n ra ra n rl 17 r•1 r a7 rl ra f n 1-a � � I I I ^ N � J b �I J b N J I N• 1J1_ b J N� N J m G• ��� w� N� m m� N� - E 0 I m L m o m m m m m o p o m m m b In m = a p'••� R K K K K K K K K K K K •� R K K '� i1 C D r - n ti O A ^' - O m A N^ p Z p I �b"1 O w� - - -I •I -I •1-I -I-�-I of - to olcl lol lol' �o plol Iol o Q` o x x 1-1 I I IoI rcl^�?I 'o ac x ICI x xo 0 »9 KI !X Y N N Y D•.J T A T- t tO lrr�m p � A OO b� ON O pN Y w p9 V !q'• O— . Is.saoR w�..d,11••�•R 2-E-M. MI MMIUM alines re u== m mus MMU mov am�ttaj enmintROM — /MYar to Io or Wlamm 71Y®Q II+r j l wrft Mj or mC Winona tzcnn=U MMOL FEntergy- Entry Systems FIBERGLASS DOOR..S 0 0 0 O O 0 0 0 O 0 0 0 0 O O 0 0 0 O O -� =f - N - N -- N N N N �� oo goon gon �t a e e e 0 0 0 0 0 0 0 0 0 0 - 0 c 3_ r 3 N s �'sr y r - 3 N - U U C � C] U I I O �v M o v+ N N u vs ui e ui o vi 0 vs 0 0 c 0 vi .ri oIN o c vs olo vi oIo 0 0 0 0l0 0 0 0 0 0 oIN olo oIo olo 0 o p o y o 0 o g o g o v o 0 o n cm 0 0 0 0 o o 0 0 0 0 0 0 o 0 ga w• _ ON N G LOL'B� d m � C m m m m m vOi W �a m m o m o m o tO tD �p m a B f9 A N N a — a � A N h Ip C A ti N O N N m K E r o i o� . s x X O aOC O X X X I O x _ 0 0 0 o jgi 0 jig $ g_ r � . Alan tT. NI�w�W Nw.q Il cis �{_ ypmpmy lw m wim-,.Zmbb Imm llaaatih.�Edd I:st,_k .1esrirc- Senices �eStData Review Certificate Certi&cate-3026447C ser.1C_s.: I S-_= o has iev*e et. iC?C :ts: __ C uoC'1i�ie:lta�OIl S"ML11eC _Y NfaSOlite:?7=160 te:10r Door !'70G'1C:S 0 rc;CUz:: '�eS iadiC3' oclow to cler :-_sli e e nvroor_aze Ciesic- load G =u^ue w..s %•'1.. 7V.. for ;i--:?oliCaZ1L:V Mn SuT."raOr of ti:_ iui:C COIItc:reC in :.^__ :v'i3cv=to:'Pre'�CIOr Produc: P-7:,o7__.ance Da - Manual for tiie "rOCLCt 11Ile :IIG=TvC:it. :uouels 'nc::..�_ed below. i S%.= 1 _ Je ko.-cer ses :flat LIIe :es::e7ora :,rovlded N e CoL'�s' _ i^e '.vj?SGLte C! :;f CaT QF Per cTZT]Ce s*-ee*.s (COP'sj Conmilc� in -rod c: pe7Jr-�?�Ce G3u '�".aT_�L121 S�eC:_zd IIerzL. The 3nache^ Masoniie.-re.QQr CJP/ e.5 NIa�_CeS (=.Li0lleiv t11 MDereC by DMCi1Ct mode!) DrovideS C07-2 ai1GL rrr0M Or ncn - roduc: model reviewed indicarr Q the -ws: lair, 0r n's- De-.-. C , Sire :�G ':zis a 1a2ioIl ; form anon and ratings ioT Qesl�' loaQ =IIC' 3?J711CsCllli� GI the i--_' - iss' e '^naC. tZST. =L' COP's and •! �.:.� 2� LCsDle and L'iCes ill's: De_ ?e YV��:.10C:. Entergv Entry Doors �rocuc: ceis: oo'd-Edge Steel Door (tilat: ix =30? 644%C-001) N'IeW-Edge Steel Door C-Matrix-310_64-1%C-00_) Fiberzlass Door (_NIatrix=30=a4z i C-003' ----Jc.7L1 O has n0 dire' .mowie_ge a,':he z:= conduce_ and hr—r mane n0 ar-=Dr :o he 0 1rac-; 4r of LhE CCZC 3:1D77L I—M: /Le r-OlvIe N COnzu,=C Wa:, oni,;0 Urz'.-Mme n- :ice ;71LT.2SLia�.''1l�" :a171L" 'Z.° :77�„"P.7Zac"^.:.^, ille : li!� =r? CJrYL°C_' rn,^,•rD."cnlaTLS 0iu1c' 1IIiC ZG7:'Jli�"�TrGT71 cne 12.70r�2prP„".:?��i= _ jeri;,tp : rT.1ew wa: ior,� .;�.T1rII1 De, ,Orman; = rwux Only and include r:vIew v —,J' iMUDi =n Or wale' 7erZe:,'a=. on r= r_—uL_. . l: J1. : o-_4-0 2 APR-16-2003 WED 03:49 PM TRIM PAK FAX NO. + P. 02/12 AV. 16. 2093' 3:23PM PR;-MDOR DICKSON 615 446 722E No,1918 P. 1/11 �v ,, �4p o� Masonite International Corporation TEC.HNICAL ADVISORY To: PD White Date: April 16, 2003 C*-af Oviedo, Florida (407/977-6=; 4M/977-6025 fax) From: Kenneth IL Imhoff CC: D. Sand (407137.6234 fax) 6r. 4rnj9ct Matrager — Exwdor Door Ptvdu=1 R. Barry (9131992.0914 lax) kiu*wtt®taaeonite.cotn 6l3/441-=3 omce E134335-4171 mobile 61S/446.7229 fax Subject: Air & Water Performance Results on Exterior Door Units Submitted for )permitting by Engle Homes. Reference; Product Approval Sbeet's COP-WL-MA0101-02; COP-WL-MA0121-02 Indepantly Validated under the Warnock Hersey (WH) Mark. It is our belief than the exterior door units definod under the aforementioned certificate of performance (COP) sheets comply with the requirements .of the 2001 Florida Building Code (FBC), Chapter 17 (Structural Tests & Inspections). This unit was been tested in .accordance with Miami Dade Building Code Compliance Office (BCCO) protocol ...PA202 pmformanee guidelines. PA202 procedures include water penetration in ordaac:r vtth ASTM E3.31 -.Standard Test Method for Water. Penetration of Exterior • - Windows, .Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference & . air infiltration in accordance with ASTIR E283 - Standard Test Method for 4'-Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Speeded Pressure Differences Across the Specimen. Masonite certified test report noted on page 2 of the COP sheet (NCTL-210-1973-1,2,3 / copy enclosed) confirms that this unit achieved no water penetration at 8.25 pounds per square foot (psf) for door units designed to swing out. Door units designed to swing in achieved no water penetration at 2.86 psf. The test report also confirms that this unit achieved an air infiltration rate of 0.03 cubic feet per minute per square foot of crack (cfm/W) for door units designed to swing out. Door units desipo,ed to swing in achieved an air infiltration rate of 0.18 cfrn/ii'. Thank you in advance for your further review of this information & let me know if you require additional information to resolve this subject. Respec ly Submitted, Maeonite/Prerddor Exterior Door Products - Out Promaor Drive - Dickson, Tenoeeeee 37055 ArTak, Cnatlegote. Celco, Colorado, Decor, DorFab, Entergy, Evergreen, Johnson, Montatoy, Onkaraft, FretnvU, Rachman Universal, Royal Mahogany Froductc, Span -Rite, Spoeialty/Baylite, Steelwood APP,-16-2003 WED 03:50 PM TRIM PAK FAX NO, + P. 03/12 ADr.lc. 2003 3;34PM PRz,MDOR DICKSON 615 446 7229 No.7918 P. 2/11 Prcmdor Entry Systems -3- NCTL,210-1973-1,2 3 (S)M STRUCTURAL TEST RESQTS SP CIMEN NO IS (Outswin ) PARAGRAPH NO, TITLE OF TEn MEASURED ALLOWED 52.7 Air Infilaation . 1.S7 psf (25 mph) 0.02 CFM/F I' 0.2) CFM/FTZ 521 Uniform Static Air Procedure Design Loads (30 second durations) 76.0 psf exterior Meets as stated 76.0 psf interior i Meets as stated 52.6 Water Resistance (5.0 GPH/F-e) W TP - 8.25 psf No Entry No Entry 5.2.3 Uniform Static Air procedure Full Loads 114.0 psf exterior 0.041" 0.144" 114.0 psf interior 0.124" 0.144" STAXYMYRAL TI :ST RESQTS SP$OMFN NO.2$ (Outswinr) PARACW- 9 NO, TITLE OF TEST MEASURED ALLOWED 5 2.7 Air Infiltration 1.5.7. psf (25 tapb) 0.03 CFM/FTZ 020 CFMTJi 5,2.3 Uniform Static Air Procedure DesignLoads (30 second durations) 76!0 psf exterior Meets as stated 760 psf interior Meets as stated 5.2.6 Water?Resistance (5.0 GPH/FT) WTP - 815 psf No Entry No Entry 5.2.3 Uniform Static Air Procedure Full Loads 114.0 psi' exterior 0.051" 0.144" 114.0 psf interior 0.147" 0.144" S R1JC nMAL TEST RESUIM SPECIMEN NO.3S finswinvl PARAGG,&VX O� TITLE OF JEST DIFAMURED ALLOWED 5.2.7 Air Infiltration 1.57 psf (25 mph) 0.18 CFM/FT2 0.20 CFM/F7= 52.3 Uniform Static Air Procedure Design Loads (30 second durations) 76.0 psf exterior Meets as stated 76.0 psf interior Meets as stated 5.2.6 Water Resistance (5.0 GPH/FT') WTP = 2,86 psf No Entry No Entry 5.2.3 Uniform Static Air Procedure Full Loads 114.0 psf exterior 0.143" 0.144" 114.0 psf interior 0.039" 0.144" nuu-ev-cuue- inu uo,00 rn inn rrtn rtiX NU. WIL1010e34 r. UL/Ud o:_� 0 -n Proft—ulonai =npin'enrinp Scrvi:es for Developers and. Buildem or Residential -Housing O P.O. Poor 69SA T1luwviHe, FL 32793 ' Phone (407) 269.&WS ' Faz (407) 2Ra-55U l'.l�'C;iiiLi:l{'�_ f1-f'if'R QFT'Rr?D f•T Af`(`F �"i'Al�f-t' 8 Zn9�no Y-01hs(.1 Corporation 516 E.ist Sum Ana Strect 11.0• Fug .1250 nahelm, Cab(omia 928034250 DY SC Rtl>-rl()N L,)r 7tNj r Mode) Ucsirn;t:ior-' K%; ikset Ser;;s and Titan Scrics (Cylindrical Lo.-ks) hia,;imurn overal! Six: 2-1,18" Faa core S"ith a.1" Cross Bor•( 2.S/8" or 2-3/4' Barlset ) Gtneral demiption: C,•lindricll bored ttpe loci; F�TfTli''�`•l' cttr.��Sf?•Fl�n . . 7c;lcd 'rr; Atrcckmi Test Libs oft South Florida. Test (1212.0146. 02)2.04-96 signed and staled by WiU-A3m R Moltner,l'.F.. T-r -f F. -PFR-FORNT ED Test Load Desi art Losd i ��reriii%ntn (e-STM F-£•12 ; P.A.202) passed gassed i.irg^�iscile Iniraata.p<:rPA-20I passd passel (i. -led as ins�:ng snit) .l 1 I:oa'tn0'I�u 671'toml cc,clec i " •I:tvU;:ML Series posiiive 65.0 psf G5.0-pe r` .ti��ue•Laaaiag i est_. 6 i 1 total e; cle; ' �:wil:sM'S_ries negative 86.0 psf 86.0 psf r: u',nir. Us,ling Test 671 twal c; d:•s Tit= Seri:s posiiivc 86.0 psf 86.0 psf F3ti-tut Lwdhir, Test 671 total c5,ci= Titan -rir_s net•: tine 86.0 *f -96.0 nsf Di."51I±11 PIE!SSL'i! iC3'tin;: Kiiik;ct S£ries - Passagz Pusilive 65.0 p,f (OtTrSWJNG) tnlr}' (requites g;.st:ag. bolt) Negative 65.G psf ' D:adcx�lt i�; si ft )✓r�ssvr:. kaiin� : f 1�11;s� Scrics - r3ssagC FoSitn'C 65.0 DSf UNIS WING) nLly (requi=s pssraga bolt) Negative 96.0 psf Dcadboh csr•.arc Patin,g: Than Series - Passage Positive fib 0 ttsf (0'JrSv�rlNG/ =.ntry (r-.quires �s;3;c bolt)• Ncgatiw RG.O ps.`. 11�15WL\lG) D-molt ti;iuuatiu,Lr iA'S'� AI,?1:;'t'30i�-/-A't) ANCFiU7:Iltir; Set reverse side this page e'• • •' - tJO.40116 STATE01F - l. Arprc,:•- d fcr use ir, lacntioit; adhering to the S.B,C.C.I., S.r.i7• .C., S.F.B.C. BTOuosd F,dition and uhc�c tl�a� o�,u re.quit mc,nts z�. d;te.rntirrd bt AS(.' 7 Minimum Design Lnsds for Buildings And Other Structures dogs not p-ssur ratinLs lisiod above. '•,�� R „� 2. The Gradc Rating of a lxi: is not pertinent to structural pCtlDnnFince as relates to Horricant / W;ncl Cnae 3, M:t�• bs us�l on doors tstrdio design pressuz:s e� L'l to or less tnzn th�r� Ft�o��r above. • 4, )11i�iication for building rennit shall br accompanied b a cor: of ••Lit approi-aL - nuu-c.V-cuuc I nu U0. 00 rrl 1 Rl ll rtlA r mA NU, 4u (O0 1 DLJ4 r, UZS/ Ui INS'TALLATIOAT OP LOCK SETS PER* TESTING Acceptance W309400 r-HARDWARE KWIKSET SERIE.S_ PROVIOID .—TNUYB TURN KEYED\ l NQT TD BUILDING INSP—ECTOR �.o r C THESE KWIKSET AND TITAN SCHEMATICS WOOD SCREW./ ARE: FOR FIELD INSPECTION PURPOSES OEAD BOLT ./ ANp REFLECT TESTED CONFIGUPATIONS. �wTT 2 3/8' or 2 3/4' STR,KG BAC KSEf ►aECWNISM TO BE PLAT: , t/t HANDLE SET. LEVIER DETAILED INSTALLATION INSTRUCTIONS :c•ctir or KNOB. ARE PACKAGED WITH THE LOCK UNIT .'.' INDIVIDUALLY, `9O0 Cc WOOD SCRF_w_—,/ ( / LATCH BOLT 2 3/2' or 2 31 3/t' STRIKE J BACKSET ` PLATE •' PER HANDLE SET -TI TAY' .S ERJES PE? rH1ODWARE THUHB TURN ✓ C PRWIGED r / I u CHIN 'KEYED ..il` ,1P/;r t:r• wOOn SCREW - pt Arf WOOD S m u•:E —/ PLATE WOOD �-A '- t DEAD BOLT v/ 2 3/r or 2 3/,L' —3 BACKSET MECHANISM TO BE f' I q1� xRc, rti � Sr;ACr ilATCH BOLT wl 3/8" or 2 3/4' BACK;ET PER . li HANDLE SET. LEER or KNOB. NOTE TO BUILDING INSPECTC MECHANISMS WITHIN THE CLOL ARE OPTIONAL TO THE: PP.IMAF MECHANISMS SHOWN. FOR EXAMPLE: A THUMB TURN DEAD LOCK CAN 9E SUBSTITUTED WITH A KEYED MECHANISM WITHOL, INVALIDATING THE SYSTEM. vvvv ,\ � M �\ 1' 1 t t Glazed Outswing Unit ^ \� 890" FIBERGLASS DOORS APPROVED ARRANGEMENT- 0 wnock H. Tat Data Review certificate 13028447A; $30264478; 13025447C and COP/rat Report valloatlon Matrix 03025447A-MI, OM. CM: 030284478-Mi. 002, 003: I3026447C•001, 002, 003 omvides addIdonal infomta0on • available Imm tee ITSAVH wemite www.etlsemmmml, Me Masonite weasits vnvwinaml dawml at toe Mastu d& tecnnicat center. Nate: Units of other sizes are covered by this report as long as the P.anels used do not exceed 3'0" x 8'0". Double Door Maximum unit slam. 60' x 3'0' Design Pressure ; +47.0/-47.0 Uftdted water unless soedal threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. A= design pressure and Impact resistant repdtrernents tar l sPedtk building design and geOgraDhic location is determined by ASCE 7-rtaedml, slate of 10a1 building codes sDecity toe edition repaired. MINIMUM ASSEMBLY DETAIL: 1 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: 0o M Senes 1/2 GLASS: Im lop Soda 0 Oak aft W.atl. .tl ;M EKE a�}rx''�� a.ar..,.•ry ,... /IeeeOLASS aNTaY'Do... ..,.Im.tl FWb h-0— ---. Q'�� yll 1 • • !wr 17. ttlpa owmm vin m namaluoeMasonite International Corporation e.m w0i.0 to emlq. WWA Mae.. M O- \v Q \Ll\ly\ l l l 1 Glazed Outswing Unit S'O" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 series 852 series 300 series CERTIFIED TEST REPORTS: , CTLA-805W t Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.07r minimum thick fiberglass skins. Both stiles -constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001.Florida Building Cade, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Test Data Raww Cadtl= 03028447A; /302E4478: f3020447C and COP/test Report VadAation Mstrla r=5447A- 001002. 003: /30 W7B-001. o02. =: /3025447C-001. 002. OM pmut0ea "cli ornt Imomution . MBable troll me MY" webslt (www.edsemm.ean). the Masomte webffie (vmwmam.m nuem) at the Muordt tedvdal ants 0 aft W eeJctli • AR letle,leel� Ire IIBeaOlAss eNTRY'O000.s P. &_Own /"/ brl7.2om �re.e.e� 0eellt, Deer, Ow cBMmme proaanl at lremxt mprev,maln mean aBedlkvfol� Oelgs aae DIB4+O Masonite International Cor oration P Oamt ama tB wnw .al wA nakm XX Unit ` III I OUTSWING UNITS WITH DOUBLE DOOR TYPICAL HINGE ATTACHMENT 4' k 4' BUTT HINGE Fl (12GAUGE) SIDEJAMS �CORPANEL ' TYPICAL THRESHOLD S SIDE JAMB ATTACHMENT TYPICAL ASTRAGAL PROFILES 19/t6 I 1-131i6' I -1511F 2-3/4' uT snr OWAAMA STM •snrsnr waiwru- 1-3/4' MEL 0 1.3/4' p lQA 1•L4' r wRlww wR1eNlww - 1 im mw r xmuma T NIMISRrY R90UIREO THROW THROw L. REm = REOURIEO ) • f— j�j 1. ALUMINUM EXTRUDED ASTRAGAL (0.06- MINIMUM WALL THICKNESS) WITH ADDED REINFORCEMENT INSERTS AT TOP EXTENSION BOLT. BOTTOM EXTENSION BOLT AND CYLINOERICALIDEAOBOLT LATCHING LOCATIONS. ATTACH WITH /8 X 1- PAN HEAD SCREWS - LOCATE 1' FROM EACH END MINIMUM AND 22' O.C. MAXIMUM- ................................................................................................... TYPICAL HEADER & SIDE JAMB ATTACHMENT FINGER•JOINTEO KILN DRY WOOD FRAME HEADER (1-1/4' X 4-9A6' WITH I Z' STOP HEIGHT MINIMUM) t �31 FOR T(' HEIGHT R SMALLER (4) FOR HEIGHTS GREATER THAN 7'(' FINGER -JOINTED KILN DRY W000 SIDE JAMB (1.1/4- X 4-W6' WITH 1rrSTOP HEIGHT MINIMUM) HIGH PERFORMANCE :�� BUMPER THRESHOLD (4.9118 X 7/8' STOP HEIGHT MINIMUM) 2) 08 X 1.3/4' LONG FLAT HEAD WO00 SCREWS OR (J) r LONG X 1/r CROWN WIRE STAPLES 1) r LONG X I/r CROWN RE STAPLES FINGER -JOINTED KILN DRY WOOD SIDE JAMB (1.1/4' X 4-9/1T WITH 11r STOP HEIGHT MINIMUM) Test Data Review Certificate =6447A:I70264478: rIM6447C and COP/rest Report Valioatwn Matra 13026447A-Ml, GM =: 03O264478-M. OOt W3: 13026447C-M. pot OM provi tes additicnal hViartrotlon - araAaete from me ITSIWH wepsge (www.easemko.cam). me Masonrte weasite (wwwJna1mdt1LOm) at me MLumits tetnn=U Witec Juno 17,2002 r�/I' VtnC:�'1/�E/CJ• o.w.. ow. av �o^e aroV+A at elln u.wo..mao mnaf +oeatrooi� _ e..wr ya amcana4 vWeomrn�w yam naoc�. Masonite International Corporation ere BACX BEDDING (DOW 995 OR EQUAL) ' 1 1 I + I GLASS INSERT IN DOOR OR SIDELITE .PANEL HIGH PERFORMANCE RIGID PLASTIC OR CELLULAR VINYL UP LITE SURROUND FOR 1/8' SINGLE PANE GLASS 1R'. 3/4' OR I' INSULATED GLASS. 16 X 1•l/r PAN HEAD SCREWS LOCATED 13.1/8' MAXIMUM FROM CORNERS AND 14.3/4' O.C. MAXIMUM i SECTION A -A TYPICAL RIGID PLASTIC LIP LITE SURROUND DOOR OC 1/8' SINGLE PANE GLASS; 2.7/I6* � oP8� G DOUBLE OR E �1� A V 7Jo +— OOUBI.E PANE; , O 0 0 0 4 f TRIPLE PANE 0 d INSULATED GLASS 7 t/r SINGLE PANE GLASS: 1?. 3/4' OR 1' DOUBLE PANE; - 3/4' OR 1' TRIPLE PANE INSULATED GLASS E nnna 1-7/19, 'Glass inserts to be sub-Ilsted by Intellek Testing Services/—crL Semko or approved validation service. 1/8' SINGLE PANE GLASS: 1R'. 3/4.OR 1' — DOUBLE PANE: 3/4' OR 1' TRIPLE PANE INSULATED GLASS SINGLE PANE GLASS: IsT. 3/4' OR 1' f— DOUBLE PANE: y4.OR t' TRIPLE PANE T- INSULATED GLASS Test Data Revs C4m0ate 13026447A: 130264479. 13026447C and COP/rest RetfortValidation Matrix 03026447A-Ml. 002. GM: 130264478-001. 002. 001:13028447C-001. 002. OM provides additional information . available from me ITS/WH wees to (www.ettsamto.tom). me Masomte *=--Uo weosits (wwvc.masonitaxom) or the Masonite lecnmal Cana June 17, 2tm2 ..� o...:.. o.... L..a e.cl..t.d. rnw a"a.o""-010or ofProMalu°'°"'"""'"c'4, , Masonite International Corporation ampr a,a Ireo,a dco+ wowet is aw" wm moan \L' V XX �� Unit ii• t t Y e - T T T t T T t w"1--k o'•v Test Data Review Certiliate #3028a7A: I30 W78: I302W7C ZWZGP/ret Reocn Vandadan �/ Matns A02644TA-OOt, 002. 00.1: 030264478.Mi. 002. 003: 03028u7C•e01. 002 a03 pmvioes a0oitional intonnadon - Amiable tram ate ITSWH website twww.ettserttkacmn), the mmrute WE-11111111lel we"he (www.(ttaumle.Wm) orate Masanite temnic a comet ` MID=WL-IVIA0�02-OZ � .. DOUBLE DOOR ' UNIT 811" UNIT 15/16, 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count • 6 per vertical framing member • 8 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. fttlr Opening 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/BHMA A1562) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147, 3167. 3242% 3247, 3252- or 3267 Compliance requires that 8' GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3116' Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4' embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. .. 0 June 17. 2002 .+ o..un o.... owctia..oW W,,tmomUoNmm,em.mmamtpsatc>em Masonite Internatlanal Corporation eeaae LM WNW end "eta to auM waaat matt X Glazed Outswing Unit APPROVED ARRANGEMENT: .r O r FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 68". Single Door Maximum unit size . To' x 6'6' Design Pressure +55.0/-55.0 Limited Willer unless aper3al threshdd design Is used. lest Date Renew Cer C- I3028/47k I30264478; /3026M7C and COPResi Rebmt V&kUl= Malta I3C26447A- W1. OM, 003: $30264476-007. 002. OM; I3025447C-M. 002. M3 prow det addibbnsi bdormanorr avaltable from pie rTSIWH webelle (www.ebaendm.mm), the Masoolle webel (www.ronwifte mm) arms masorale bamiol amec Large Misslle Impact Resistance Hurricane protective system (shutters) is REQUIRED. Ardtal design pressure Wel impact retlslem re Mhff=U for a apedric urUR desiprt and 0eo0r4mc Wltkm is dete III by ASCE 7-rational, sate or Beal bu0dmp codes specty the edition rmufred. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0011-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: 1/4 GLASS: Am an 00 00 �� 00 Dg g0 gg 100 Sam 133.135 Series 136 Series 622 Sens 1/2 GLASS: 46 gg gg gg gg gg gg 105 Series 106.160 Series* 129 Series' 12 R/L. 23 RIL. 24 RP 107 Series' I Sew- 304 Seri Series' 'This PIS kh may I= be used m be M0owm0 Ooor style: Eyebrow 51 mel wtM scroll. Oak aft AR t EK" FIBERGLASS 81: TR)' DOORS r'+ot Day. . tort 17. EM 0— Ourmnwnomom,mmPMW0fti mnortm.w.oeara4o,oe u,00ro= MBsonite international Corporation elm-, m mwroe .Ar m rmxe. X Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 oa 404 Seas 410 Series 109 Series 114,120,122 152 Sofia 149 Series 300 Series Series CERTIFIED TEST REPORTS: 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME Cn,,. 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 Bafthazor, P.E. — License Number 56533 at4modc IirMy rI F7® Test Data Review Cartlfcm f=447A; I3026"79: e3O25447C and COP/Test Report VatioMn Matra /3MS447A- 001. 002. OM; /311 W7B-W. 002, GM. rA25447C-M, OM 003 Provides additiam Won. on . avatlaft from the rTSWH wemb (www.ed mko.com), the Masordte weMb Iwww.masordte.eom) or the Muonb "CBlirai curter. Ocakcxgill L AR FIBERGLASS ENTRY DOORS .—Z-1 Fb--hm D_ prmmnw,omoarammmm,cbrmrww,,v ueaomrrawB.oagl,.mam,Ry Masonite International Corporation oeoe saw to O-W warm nmo. X Unit TYPICAL HINGE ATTACHMENT 4' x 4' BUTT HINGI r (12 GAUGE) uuninu malu ]wm SEE MINIMUM INSTALLATION DETAIL TYPICAL THRESHOLD 3 SIDE JAMB ATTACHMENT OUTSWING UNITS WITH SINGLE DOOR DOOR PANEL TYPICAL HEADER & SIDE JAMB ATTACHMENT FINGER -JOINTED KILN DRY WOOD FRAME HEADER (1-1/4' X 4-9116' WITH 1/7 STOP HEIGHT MINIMUM) (3) FOR 7'0' HEIGHT OR SMALLER (4) FOR HEIGHTS GREATER THAN 7'0' FINGER -JOINTED KILN DRY WOOD SIDE JAMB (1.1/4' X 4-9/1B' WITH 12' STOP HEIGHT MINIMUM) HIGH PERFORMANCE BUMPER THRESHOLD (4-9/16' X 7Ar STOP HEIGHT MINIMUM) (2) /8 X 1-3/4' LONG FLAT HEAD WOOD SCREWS OR (3) 7 LONG X 1/2' CROWN WIRE STAPLES (3) 7 LONG X 1/7 CROWN WIRE STAPLES FINGER -JOINTED KILN DRY WOOD SDE JAMB (1.114' X 4-9/16' WITH 112* STOP HEIGHT MINIMUM) Test One Review Certificate 43025447k fXI2W7B: IMNM7C end COP/Test Report Vald0an L%lMx I3026147A-001. CM. OM: /3026447B-Mi. 002. CM:13026447C-001. 002, OD3 provides additional intarnra m - mitabte from the rTSmh weom (wwwAftntp.mm), the matinee weosde (www.masorite.com) or the masonde temn col comer. 0 PR6ti:�Q,�f awe.. • June 17, 200T ....,, o..., a"m"ra'"owoommmmu=n'a'uauaaat= goemcam. Masonite International Corporation amps mt woo= time sooleu m uov warxm natu BACK BEDDING (DOW 995 OR EQUAL) IA17- GLASS INSERT IN DOOR OR SIDELITE PANEL SECTION A -A TYPICAL RIGID PLASTIC UP LITE SURROUND 1/B' SINGLE PANE GLASS; 1/7, 3/4' OR 1' DOUBLE PANE; 3/4' OR 1' TRIPLE PANE INSULATED GLASS 1/B' SINGLE PANE GLASS; 1R', 3/4' OR 1' DOUBLE PANE; 3/4.OR 1' TRIPLE PANE INSULATED GLASS HIGH PERFORMANCE RIGID PLASTIC OR CELLULAR VINYL UP LITE SURROUND FOR 1/Ir SINGLE PANE GLASS 1?, 3/4' OR 1' INSULATED GLASS. /6 X 1-11Z PAW HEAD SCREWS LOCATED 13-lAr MAXIMUM FROM CORNERS AND %Sfil' O.C. MAXIMUM DOOR 1-7/16' 'Glass inserts to be sub -listed by Intertek Testing ServicesreTL Semko or approved validation service. 1/e' SINGLE PANE GLASS: V7. 3/4' OR 1' _ DOUBLE PANE: 3/4' OR 1' TRIPLE PANE INSULATED GLASS VB' SINGLE PANE GLASS: 1/7. 3/4' OR 1' �— DOUBLE PANE; 3/4' OR 1' TRIPLE PANE INSULATED GLASS YMarttodt A9' Test D= Review Unit to /3O26447A I3O26MM /3026M7C and COP/leo Repon VaDdatbn Mairnt 03O26447A-Wi. W2. OM: nM6447B-001. 002. 002:I3O26WC-W1. CO2. CO3 provides �aOftMW bdomution - SVOR le tmm the ITSIWH webshe iwwwxftemko.mm), the Masadte tID websu Lwww...2milta.wm) or me Masm to tetlir -Cal ceNer. m�j�/•�/•�p/� �� k.tluti..ir�� June 17.2002 a1CpAtlry�OO�"O1mOa°OYwA°en°ad 6• Masonite International Corporation Ommano Pmeh owe wmW to owpt wnw twee. EF� MID-K-MA0001-02 SINGLE DOOR t l i f j r s• TYR 67 UNIT 8'8' UNIT 13-15/16• 17.1/8' MAXIMUM ON CENTER TYR CountMinimum Fastener • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-112" long screws par location. Rough Opening ("1) • Width of door unit plus 1/2" • Height of door unit plus 114" ••eO•� �••w Teat Data Reviatw Certifiate I3026447A: /3026447B; /3R26447C and COPfral Report Va60aian A4aitis /3026447A-001. 002. 003: #3026M7B-001, OD2. OM: /3026447C-Ml. 002, OM orwiaes ammtriorul adoabm . avallabia tmm um nS&vm rebsite (wwxlaaM m.rem). tee Nataame .etxne (ww.nusonite.eom) or the Masordte tachmal twat, Latching Hardware: • Compliance requires that GRADE 3 or better (ANSIBHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146, 3166, 3241 % 3246, 3261 • or 3266 Compliance requires that 8" GRADE 1 (ANSIBHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-114" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 n.wer.wiy r,•,n Jane 17, 2002 "..m,"m owr.,, o•.., our cmw=v MW= or moere karmenern man W=01C M, Masonite International Corporation aalpn one rwowo area Ylere7 m ease wrwr -Dace. % Oakridgd'PRO WAR Slt-ges Sophisticated Design Dimensional Performance The milled cohir 1.111d subtle SIM(lows reatured in Oakridge PRO 30 _AR shitilglesadd dopili and (iiniension Two asl)hah Sllim�IVS With J IOLI.1_1h Filiernlas-. mat col-v are holided io,peilier;md covered in colorful. (1111-;11"10 N(Iffi[07.' crannies. Ppo:m . _1P shingles cam a separate Algae Reskmnce Limited W. I rr, lilt I.* • 30-year limited warralliy* • Dui -able %veatherim—rade asphalt composition. • 70.\tPii Mind Resistance United Warranty :: helps ensure performance. e Cla-r;z A UL Fire Pmfim!- the ill(Ilistrv*s hidlest Mtilla. Enhanced ivatTa . iiry prorectio AL n and extended petiod of non -prorated Tit PROtection' coverage of 10 vears Iitil optional System Limited Wlarran t\-.::: W& R 2 �AM T T The Ai -chitectitral Series -NI 0%vens'Coming Arcllilectural Series products are desigi , led told engiiiieered to help you create a distinctive, one of a find- sTyle for your home's exterior. 'Product Specifications t 'Nominal size 13Y." x 3BW' Exposure Shingle-siper square 66 Bundies per square 3 Covercge per square 99.9 sq ft tested for Excellence eavi y tasted to meet or exceed applicable standards measuring fire coverage c -1 wind resistance. rL Applicable Standards & Codes ASTM D*3462 ASTM D 228 A.Vm EA 08, Class A UL 790, Class A ASTM D 3161 UL 997 ASTM D jO 18, Type 1 Florida Building Code . Aff Plant Service Areas: 2. Jessup (South), MD 3 3. Jacksonville, FL 6. Atlanta, CA 'See actual wc.rcnry !orietc:!s. !imi.loffons end requimmeryls. 03/26/02 TUE 15:51 FAA 4U7JdU1J0Z 111%,.va rvz%%.nnoii.v -I- ±MMM PANVEST GROUP a EW Nai f kfi 4 1t M 1p- 3hn oT LEI CHU ENTERPRISE CO., LTD. N. TAICHUNG BRANCW ;; t i V X— 10 4 9-It No. 9, Rd.10, Industrial Patio, Taichung City, Talwan Tat: 8854-359.3508 Fax: 886--359.3447 E.ma,1 lelcltuawrltintd_not. February 3, 1999 SUBJECT: 1" to 3"x .120" Smooth or Ring Shank Eleetre-Galvanized Nail Wire Diameter...120 +/- .001" Length:.975" min., 3.016" max. Bead Diameter..275" min, .375" max. Thread Diameter: (ring shank) .132" min., .135" max. Ring/Inch: (ring shank) 25 min. to 29 max. Galvanization: Electro Galy. w/ 6-8 microns chromate The above mentioned nails made for Interchange Brand meet ASTM641-92 and are Class 1 galvanized. r-Lb Z? 20e2 08:22 FR OWENS CORNING 2-A 419 248 7354 TO 913213481001 P.06/34 File'R2n! •Page'T1-1'of i Issued: 6/15/200i TEST RECORD NO. 1 WIND RESISTANCE TEST: The tests were conducted at 1 in. in six incline in accordance with the equipment and procedures as described in Protocol PA 107. Throughout the test, observations were made to note the condition of the shingles. The test panels were constructed of nominal 3,/4 in. thick plywood decking material and measured 5o in. wide by 66 in. long. Nominal 2 by 4 in. dimensional lumber provided the support and rigidity required for handling. The plywood was secured to the support lumber with 'ad nails. One layer of Underwriters Laboratories Classified Type 30 asphalt saturated felt (ASTM D226, Type II) underlayment was applied to the deck, utilizing a 2 in. overlap and cap nails spaced 12 in. OC. The shingles were applied by using four standard 1-1/2 in. galvanized roofing nails per shingle by Underwriters Laboratories, personnel parallel to the short dimension of the test panels while at -room temperature (80 ±'15°F) and in a manner recommended by the manufacturer. The panele were maintained at an incline of one vertical -inch for each six horizontal inches during application of the shingles. No adhesive other than the factory -applied adhesive was used to fasten down the tabs and no pressure was applied to the shingle tabs either during or after application. The panels were placed into a conditioning cell while maintaining the one in six incline at a temperature within the range of 135°F to 14007 for a continuous period of 16 h. After conditioning the panels were allowed to cool to room temperature again while maintaining a one*in six incline. Two tests were conducted, unless the first test yielded unsuccessful results. RESULTS At no time during the 2 h period of exposure did any test panel experience 1) the adhesive of the self-sealing shingle fail to restrain any full shingle from lifting nor 2) any free portion of a shingle lift so as to stand upright or bend back on itself. Report by: .f Martin K Rowan Sr. Project Engineer MR/DM:1ib OMS Reviewed by: Douglas C Miller Engineering Group Leader TAMKO® NO•15 UL PRODUCTDATA Asphalt Saturated Organic Felt r Accepted for use as an undertayment felt to be applied over the deck prior to the installation of TAMKO asphalt shingles. Underwriters Laboratories Buitt-Up Type 15 Label ASTM D 226, Type 1 Roll Dimensions 144' X 36' 'p Coverage per roll 4 Squares Laying Lines 2', 8-1/2', 11-1/4', iT •All values sorted as nominal CAUTION: The National Institute for Occupational Safety and Health (NIOSH) has concluded that fumes of heated asphalt are a potential occupational carcinogen. Do not heat or bum this product. r1rAMVisit our Web Site at www.tamko.com aerzoot Central District nn West 4t St. Joplin, MO 64801 800-641-4691 S00F1MG PRODUCTS Northeast District 4500 Tamko Dr., Frederick, MD 21701 800 368-2o55 TAMKD*is a rgctm tradema'k d Southeast District Southwest District 2300 35th SL, Tuscaloosa, AL 355401 800-228-2656 TAMM Pm* Pmduc`. kr 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Westem District 5300 East 43rd Ave., Denver, CO 8= 6 800-530-8868 WATER-RESISTANT UNDERLAYMENTS Water resistant.undedayment is a product that consists of organic felt imprejoated with asphah saturmL some water-resistant undedaytnents, :such as CertainTeed's.Roofers' Select, aiso.contain a fiber glass rein . .forcemeatwhich increases tear strength and reduces wdnidin& Water-resistant underiayment.was originally invented to keep the roof decking dry until shingles could be applied. Applying this under- layment was originally talled "drying -in: the root" It was also useful as a separation sheet between the roof sheathing boards (before'OSB. and Plywood'shees..wer`e used as roof decking) and the asphalt shin- gles-Thi§'was importaat:bet�use resin pockoets.ia'the.pmeplanks. caused the asphalt to:degrade pi emanrrely unless the undedayment separated tare resin and asphalf-from eachothei. Water resistant noderlaymentis.made to:shed_in st of the wafer :.that falls on it urnless it is to or pnntmred Its ability [o be water- .-... :. res.. - is't As the sun d _ �PPr?rY egrades•tbe exposed asphalt the 'materiaLs.begin to"drR absorb' more moisture, Lose its. strength and, _ ` C, j eveatp begin to teac.Tbe.less asphah used -to samrate the under- * y4, "lay{ment sheet durin&igaaufaartnmg; dieshoiter its.life Since asphalt the -most -erosive compoaeot of shingle undedayment, lower 130,iezials will ]rave less asphalt and a shorter life when exposed totthe Mn.;I:ower priced shingle underlaymeat, for the same reason , is i _ - 'also subject to'severe.wriaklmg when it -gets wet or eves just damp. derl?ent is used 'under asphalt shingles for. a variety of Ym.. ' reasons, such as;pmviiling Barknip for;Waiec=shedding protectionof. the deck if shingles fail fio�:wind=drive¢ rain;-The:lower, the slope; the more important undeikayioeot is:sincq . fl0ws. more easily under shingles on lovr`skopesr s?r • A protective lri rier.to'thi-Al 'ments between the time. the old shingles have been torn..off•and prior to the new. shingle being applied However,'. the underizymeni should not be relied on as a temporary roof system ,evecl when the drip edge flashing is not yet in place It is unlikely to:prevent leddng.in the event of .... - beavy wind and rain. An agent to ]ride minor imperfections of -the decking material and reduce "picture framing." of deck panels. :,*..Fire ratings (Class A or C) when used in conjunction with shingles. 46. 6 Chatlter 5 INSTALLATION GUIDELINES FOR WATER-RESISTANT UNDERLAYMENTS The following is a general guide for the installation of water-resistant shingle undedayment These guidelines can be used regardless of the weight of the underiayment. However, always be sure to consider the local codes. OVERNIGHT EXPOSURE If undeziayment hats been exposed overnight, moisture from dew should be allowed to completely dry before shingling over: If this does not happen, .the moisture will' become trapped beneath the shingles. Wrinkling can telegraph through -the shingle and make a good shingle job look terrible: The worse•part is that the job can . look good when you leave in- the evening but the wrinkles can reappear the neat morning when the homeowner will notice them. While we've discussed undedayment being exposed overnight, it is highly recommended that the roofing contractor only tear off what he can shingle over that same day. This prevents the most common. nnderlayment'itistallation problems. FASTENER :TYPE:. CertainTeed recommends using nails rather than staples. Nails provide more resistance against underhyment tear.out It is very important,. whether hand nailing or using a pneumatic. gun,"[hat the fasteners be driven flush. INSTALLATION METHOD -. When applying underlaymeat the key is to keep the product as wrinkle free as possible ' 1. Unroll the underiayment parallel with the eaves. The eaves edge 'of the underlayment should'go OVER the drip edge,eaves flashing, but go UNDER the drip edge flashing .along .the rake. . SQ �cnl Roo, ae�� • • , S N, O Memo • Oi�Q Eaves Ease Figure 5-1: Applying Water -Resistant Underlavment Along The Eauet And Rabe The type of decking material used may in, hence the bolding power of the fasteners. Your experience may Here Are indicate that more fasteners are necessary in some situations. Some Tips... For steep roofpitcbes above 7.12 consider adding a third row of fasteners, making each row 9" apart instead of IT apart. Dennis Torback from Fulton, KY tells us: 1 always use Plasti Top nails on felt, .it resists tearing underfoot and has held up during an unexpected storm with high winds. ' 2. Around the perimeter of the underlayment, place the nails approximately 6 inches apart and about 1 inch in from the edge. In the main area of the underlayment, two rows of nails are used. The first is placed 12' up from the bottom edge and the second is 24' from that same edge (or in fact 12' from the upper edge). This nicely separates the 36" wide undedayment sheet into thirds. Nail along these two rows 12-15" apart Nail placement should be alternated so that one row places the nail opposite the open area of the first, creating a sort of zigzag pattern. This will result in a simple pattern with all nails being approximately 12-15" apart. (See tips above.) WARNING When installing underlayment where hot vent stacks protrude (from wood burning stoves etc.), it is important to allow a minimum 2" clearance- Check fuse codes. HIGH WIND / OVERNIGHT. RECOMMENDATIONS: If planning to leave water-resistant underlayment exposed overnight, or for a longer period of time, or if high winds are expected, any of the following suggestions or a combination of them can be used for additional protection: • Use cap nails or tin caps. • Decrease the nailing spacing recommended above, using additional fasteners. • Nail 2x4 stringers across lap areas. DEALING WITH WRINKLES AND BUCKLES ; Organic felts expand when wet They can wrinkle after being applied to a wet deck or if moisture is absorbed from dew, rain, or snow. If shingles are applied over an uneven underlayment surface, some of the wrinkles may "telegraph" (show) through on the finished roof Of course, wrinkles and buckles can also result from incorrect installation. If these problems appear, several approaches are available to eliminate them. First, the undedayment can be replaced. Second, Figure 5-2 Standard Nailing Pattern For date, Resistant Undertayment the ewes can be cut and repaired with patches and asphalt plastic cement. Third, wet and wrinkled underlaymenr can be allowed to dry 3. Succeeding courses should be unrolled in a similar manner over- out naturally from exposure to the sun. As the underlavment dries, lapping theprevious course by-2'...Be-careful-to-roll-it-ouEsu-mght---the-wri aidesaften—pulf-dowd`and-dsap as the underlayment will tend to slide down the pitch of the roof The best solution for wrinkled underlayment is prevention. rea and end up crooked. The spacing of nails in this overlap aApplying high quality, well -saturated felt, such as Roofers' Select, - should be approximately 6" apart, centered in the 2' area. will eliminate many wrinkling type problems. Ask your supplier for (See tips below.) the highest quality he can obtain. Do not assume the undedayment he 4. If the length of the roll is not sufficient to complete the entire run, stocks is the best available: Be willing to pay more for a superior. an end lap of 6" is required. We recommend two rows of nails product The cost of high quality underlayment adds very little to the 6" apart to hold the lapped edges in place. End laps should be cost of a job and can often be offset by the savings from reduced located 6-8' from any other end lap that may be in the preceding rework and repair.' Installers who insist on the lowest prices for underlaymeat course. udderlayment are the cause of the low quality underlayment generally found in supplier warehouses. Roll out only 10- of underlayment at one time, stretch it, check alignment and nail into place before moving on. Here Are Some Tips... Some contractors prefer to do the deck in stages applying 2-3 courses of underlavment then immediatelyapplying the shingles to that area. Using this method they can sometimes reduce the number of fasteners used but they must work carefully to be sure the underlayment remains flat. Michael Saunders from Bath, M suggests, "When doing a tear -off the drib edge can be reused to bold the edges of your newly installed felt overnight. " V Chabter 5 6 -7 05/03/2'002 09:45 3213481001 COLLIS ROOFING INC PAGE 02 05/12/2002 14:49 14078948412 KAYCAN ORLANDO PAGE 04 YjCAIv TABLE 115,07—".1 MINIMUM WEIGHT MATERIAL. THICK %esS (in.) GAGE (Ib) Copper I Aluminum tainlass Steel 213 alvanizcd Steel I 0.0179 26 (zinc lcoattd G90) 'nc Alloy 0.027' 2 eh1 9d 'ated Sane 20 1507?-93 Drip edge. Drip edge shall be pro%,idcd at eays and gables of shingle roofs. and ov`rlapp--d a minimum of 2 inches (S 1 mm). Eave drip edgcs shall extend 1/4 inch (6.4 mm) below sheathing and extend back on the roof a minimum of' inches (51 mm). Drio cdee shall be mechanically fastened a maximum of l? inches (305 r.1;7) on ce^ter. M n .no 1. DESIGN .AND TESTED IN ACCORDANCE WITH FLORIDA BUILDING CODE, 12. JAMB DETAIL TO BE IN ACCORDANCE WITH DWG 409783. INTERNATIONAL BUILDING CODE, AND INTERNATIONAL RESIDENTIAL CODE. JAMB/SECTION BRACKET ATTACHING HARDWARE SHALL BE AS FOLLOWS: 2. DASH NUMBERS REPRESENT VARIOUS SECTION HEIGHTS. WOOD JAMB - 605574-DO01 LAG SCREW 5/16 X 1-3/4 3. FOUR SECTION 7' HIGH DOOR SHOWN. 8' HIGH DOORS HAVE CONCRETE BLOCK - RAWL LOCK BOLT, 5/16 X 1-1/2 FIVE SECTIONS. 4. SECTION HEIGHT OF 20.812, 19.00 & 16.75 ARE AVAILABLE AND MAY BE USED IN COMBINATION TO ACHIEVE VARIOUS HEIGHT DOORS. `5. EMBOSSMENT PATTERN OF 14.50 X 20.375 SHOWN. ALTERNATE PATTERNS OF 12.50 X 43.375 AND 12.50 X 20.375 MAY BE USED. DOOR WITHOUT EMBOSSMENTS ALSO AVAILABLE. 6. TORSION SPRINGS SHOWN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS BRACKET, REF. P/N 405964-0002. ON 8' HIGH DOORS ONLY. 8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE APPROVED PRESSURE RATING CHART DOOR WIDTH 12' 10' 9' 8' DESIGN PRESSURE 44.4 60.0 60.0 60.0 TEST PRESSURE 66.7 90.0 90.0 90.0 JAMB LOAD LBS FT 267 300 270 240 NUM. OF EXTRA BRKTS PER SIDE - 1 - - 7' BRKT LOCATIONS - 12- - - 8' BRKT LOCATIONS - 12" - - SECTION IMMEDIATELY BELOW THE TOP SECTION. 9. THE STRUT PLACEMENT ON DOORS CONSTRUCTED WITH 5 OR MORE SECTIONS MUST BE CONSISTENT WITH THE DOOR SHOWN. THE STRUTS FOR THE ADDITIONAL INTERMEDIATE SECTIONS ARE TO BE PLACED AS SHOWN ON THE THIRD SECTION. 10. THE STRUT PLACEMENT DIMENSION ON ALL SECTIONS LESS THAN 20.812" MUST BE REDUCED BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT & 20.812 11. DOOR CONSTRUCTIONS OVER 8' TALL ARE AVAILABLE AND REQUIRE COMMERCIAL TRACK. REFER TO DRAWING D-408352. OHD GENIE EOUIVALENCY CHART OHD DOOR SERIES No. GENIE DOOR SERIES No.1 PAN THICKNESS SERIES 188 SERIES GDS300 24 Go. SERIES 189 SERIES GDS30R 24 Go. SERIES 281 SERIES GDS200 25 Go. SERIES 381 SERIES GDS550 25 Go. D_ OPENING HEIGHT I �- (VARIES) SHAFT / (VARIES OPENING HEIGHT MINUS 11 2" X 6" WOOD JAMB 2" X 4" WOOD JAMB D OR EOUIVALENT --7HORIZONTAL TRACK & COUNTERBALANCE 12 R OPTIONAL SPLICE IN HORIZONTAL TRACK AT TOP OF RADIUS �405964-0002 � 405964-0002 7] 54 1/2 046450-0003 -T 36 20 1/2 405964-0001 J \-405964-0001 STANDARD TRACK DETAIL FOR 16' SCALE: 1/16" = 1" ROLLER SHAFT BRACKET 405742-0001 (2 REO'D) 407605-0004---- TYP 2 PLCS 061166-0001 TYP 2 PLCS 407605-0002 TYP 2 PLCS 061166-0001 TYP 2 PLCS 607935-0005 &- 405831-0003 TYP 4 PLACES 407605-0002 TYP 2 PLCS 061166-0001 _ y F_ .968 TYP 2 PLCS 11j--;�093 VIEW "D-D" 2" TRACK .068 THK (VERTICAL) DETAIL "F" SCALE: 1/4 HEADPLATE ACK LLER "HAFT ,4.1111FW�10 in 405771-0001 061166-0002 DOOR WIDTH CENTER STILE END STILE ROBRACK� STRUTS/SECT. ROLLER VERTICAL RACK GAGE(�/J JAMB LOPER FTAHT) HARDWARE 16' 3 SINGLE YES 2 X 35t.065 2" X 7/16" 068" 200 STD. NOTE: THIS DOOR IS DESIGNED FOR A +/- 25 PSF DESIGN WINDLOAD PRESSURE AND +/- 37.5 PSF TEST WINDLOAD PRESSURE. PANEL SECTION TERER D[SO®TDH DATE APPF C REV PER EN 10099 1 01 09 98 J D REV PER EN 11060 OS 29 02 u E REV PER EN 11205 1 I1/12/02 I D1 Tvr gUILDNG DIV IONW4 TER FILE #oVe�-- zap c� opt Cos -3) S-lo3 !� l�8 �i BOTTOM FIXTURE OFFICE BOTTOM BAR WEATHERSEAL SECTION "C-C" SCALE: 1/2 CENTER STILE P/N 408680-0004.5,6 22 (3 PLCS) SPRING ANCHOR 407603-0001 BRACKET (9 PLCS) 409808-0001 TYP 2 PLCS 061166-0002 TYP 2 PLCS 400650-0001 HS1 r A" „F., A]I Is SEE NOTE 4 HS STRUT 07-gp5l -TOP FIXTURE END HINGE TUBE STRUT AND STRAP �-- 1 7/8 THK. SECTION "A -A" SCALE: 1/4 (7'-0" SHOWN) 8'-01. 11 MAX. HEIGHT I I 15 409334-0001 ��A 12P�== - 1 - 16'-0" MAX. WIDTH �405771=0002 = ' 061 166-0002 INTERIOR ELEVATION ,+ - •- '••_• THE aHAHwHc MD/oR ECHHHK.,E HHHlDRaHAROH a THIS U S OTHERWISE SPECKED AHEAD D0p H)�. ,a . HHDa:THxaHca HKH 0 `� lIAYE DALus. [r+MH er: , MTE. �,. DAAriME� _ _- - :.`WI dLOAD, 180/281 /381, SHEET IS THE PRoPVM ar D.QDEAO DOOR COR TOw xHKWI Hu Hw¢a I{r,.or%rsEQf/ O TEAAi G.J.MOORE _ _ 11 16 94 .. _ - , / / :'.`�5/37.5 PSF, suaSHaART M ITS MD IS LO"Hm IIICOHEDDHCE FOR INCRIURRTC PURPOSES HamHSHD"s Dr.aTUa , o w' HUTDBAI CHECKED BY: ='-_ "� 1 6'-0" MAX MD Uu AssSurrcE DHLY. MD HA. HOT BE REPRODUCED u OR USED TO WffACNRE .. , rR,cTp,IS N/A ADA JOHNSON 1 2/01 /94 AHnwHc DISq.OSED HEREON HnITHpli ra EXPRCSS r[RUISSOH M acRHEwD DOOR CORmaRATw -C.,-1.. ..T „nv �m • s.m- APPUCD lupSH; RRHrt O< u[wS{1RE APPRC�m BT: HUHeER w sER ®- 408832 R10 THIS SHEET AT - TRHE. NONE EACH S.B000HER 12/01 /94 Sa 3/8 SHEET I Of 2 nw. . co {!TIER DESCRVI.DR M7E C REV PER EN 10099 Ot O9 98 D REV PER EN 11060 OS 29 02 E REV PER EN 11205 tl/t2/02 2-11/32 .091 MIN I �F— � o O o 2-1/16 THROW .108 STK �.070 STK O 2-1/4 LENGTH = DOOR WIDTH - 1 Q �p 1 0 0 3-9/16 10 1/8 4 5/8- - 2-11/16 I O p p ( o 'N —1 1I0 0 g +I o 0 1-7/8 �J F---�— 2 -13/32 I I I o 0 0 F---� 2-7/16 5/8 .030 THK � 3 P/N 409808-0001, TOP FIXTURE P/N 405771-XXXX. BOTTOM FIXTURE P/N 400650-0001 ROLLED HS-1 STRUT P/N 409334-0001, SLIDE LOCK ASSY ORANGE CouriTY Bulto t Div. 070 MIN 1-1 1 /32 2-9/32 �f I- -I 27/32 1-3/32 L 1-3/4 4-3/8 I� f� -3/4 2-9/32 .H,. O O 1 OO O T 070 MIN o O 2-3/8 O 000 3-3/16 2-1/2 0 0 0 2-1/4 3-3/16 0 0 o O .090 MIN ��- 7/16 .108 MIN .108 MIN P/N 407603-0001 , CENTER HINGE P/N 405742-0001 , BRACKET. ROLLER SHAFT P/N 405964 & 046450, BRACKET. SCAB P/N 405964-0002. BRACKET, SCAB JOINT P/N 407605-XXXX, END. HINGE 3 � � LENGHT= DOOR WIDTH 1.065 REF P/N 607935-0005 STRUCTURAL TUBING RECTANGULAR 065 THK SCREW P/N 605911-0001 SECTION "B-B" CENTER STILE P/N 408680-0004,5,6 Q TUBE STRUT 607935-0005 AND STRAP 405831-0003 EACH CENTER STILE P\RT NUMBER - L - 405964-0001 3-1/4' 0,.5450-0003 4- 7/16 /8 -I11 DIA �(�I �� I II-13/t6 DIA 1 U� 7/16 1 �- P/N 061166-0002, RC'LLER ASSY 3.00 I 3/4 0 2TT00 } O P/N 405831-0003 STRUT STRAP 7-9/16 END STILE WITH CENTER STILE REF CLOSED END CAP P/N 408680-0004,5,6 � 7/16 P/N 408794-0001,2,3 _ 2 i I 7/1EF 1-13/16 DIA REF 1 P/N 061166-0001. ROLLER ASSY TR- 3061166-0001. ROLLER ASSY TR- 3 i SCREW \ - STEEL HS-1 STRU_, /N605911-0001 P/N 400650--0001 PART NUMBER •Hi 407605-50 22 .85 407605-0003 1.10 407605-0004 1.35 407605-0005 1.60 SERIES SELECTION GUIDE SERIES INSULATION PANEL GAGE 184 YES* STD .02.1:--= 185 FLUSH '-021 186 YES* FLUS8'.:021,?' 188 S-V! .-.024 189 - RAfdC� 281 71-6 284 285,L?ANCN 381(_ 384 -syd!fS``a+r,'° _F-L-Y15t-i�-:5%"-018• 385 RANC197 - URLM OTNERrSSE SPC1S® oTwO"wRO/DTENEAD D lA$d ORAwM 61'. SECTION "G-C" S-CS 5 NC FROREM D 0&-" N DOOR CO. nW of ».aa .E..q..t..�s. o G.J. MOORE OR RS SnBSKWRY AM IS LOMED N CWMEMCE FOR ooldYa•6 Dwnos t o x' EKinEDMC "M MURAL ASSINVL PL. WES OnLY. wTERA:: CMECRED BY: MD wY N7 BE REPROWCED OR usm TO Mw WA R.RE a m rRr o s N/A ADA JOHNSON wm.mc 0MCLOSm NVME InMR ME Eln'RLSS m- • •n� •ppUED nRa,•. do OF uEASURE: nPGI.OVED BY: OER.OSSION OF O+EWFAD DOOR CMPoRAnOM •KCN WY . ® am.o BEFALL TNS SHI AT . n.Q. NONE I EACH S.B000HER 'OAD, r80/281/3E 25/37.5 PSF, 16'-0" MAX ®-408832 /8 s�En 2 0 N � U 2 O `n U a _�,, -v/ o N O umber: W1n13., - r �fi Imtsceiianeous: Lot Number: Address: The Information in this box is for administrative purposes only and is not part of the Truss Fabricator: Job Reference: EAST COAST LUMBER- PLANT #1 ALRA1TF - ALRA1TF (ENGLE/ALLORA ELV.1/M#13243 ROBBINS P.O. Box 280055 Tampa, Engineering Index Sheet ENGINEERING, INC. FL 3 Phone (813) 3) 972-1 -1135 Index Page 1 of 1 Job Number Date FBC - 2004 Chapter 16 and 23 Specification Quantity T06011416 01/16/06 17 A Professional Engineer's seal affixed to this Index Sheet indicates the acceptance of Professional Engineering responsibilities for individual truss components fabricated in accordance with the listed and attached Truss Specification Sheets. Determination as to the suitability of these individual truss components for any structure is the responsibility of the Building Designer, as defined in ANSI/TPI 1-1995, Section 2.2. Permanent files of the original Truss Specification Sheets are maintained by Robbins Engineering, Inc. Questions regarding this Index Sheet and/or the attached Specification Sheets may be directed to the truss fabricator listed above or Robbins Engineering, Inc. (Software - Online Plus Tm ) Date Mark C001 01l16/06 FGI 006 01I16I06 FTS 009 I01I16/06 FT� ou 01/16/06 FT13 L017 O1/16106 FT17 Date Mark 002 01/16/06 FG2 006 01/16/06 FT6 010 01l16/O6 FTIO �014 101/161061 FT14 Date Mark 003 101/16/061 FGJ 1007 01/16/06 FT7 011 01116I06 FT11 016 01/16/06 FT16 Date Mark OOa Otl16/06 FTa 008 01/16/06 FTB 012 01/16/06 1 FT12 016 01/16/06 FT 16 PLANS REVIEWED CITY OF SANFORD Index Page 1 of 1 Standard Loading` TC Live 40 psf TC Dead 10 psf BC Live psf BC Dead 5 psf Total 55 psf Note: Refer to individual truss design drawings for special loading conditions. Truss Design Engineer: Philip J. O'Repan License a: 58126 Address: P.O. Box 280055. Tampa. FL 33682 EN R ; No. Sd 126 • S s • • �n •. coRto� • •' 2 V • �1'�.S�ONA� �cr.•• Date Sealed: 1/16/2006 ,umber "truss ,ie Boulevard FL 34946 Index Page 1 of 1 Permit Number: Lot Number: Miscellaneous: Address: The information in this box is for administrative purposes only and is not pan of the engineering review. Truss Fabricator:EAST COAST LUMBER- PLANT #1 Job Reference:ALRAIT - Engle Homes/ALRAIT-RF/Master #13243 ROBBINS I P.O. Box 280055 Tampa, FL 33682-0055 Engineering Index Sheet ENGINEERING, INC. Phone: (813)972-1135 Index Page 1 of 1 Job Number Date FBC - 2004 Chapter 16 and 23 Specification Quantity T06011418 01/17/2006 40 A Professional Engineer's seal affixed to this Index Sheet indicates the acceptance of Professional Engineering responsibilities for individual truss components fabricated in accordance with the listed and attached Truss Specification Sheets. Determination as to the suitability of these individual truss components for any structure is the responslbllty of the Building Designer as defined in ANSI/TPI 1-1995, Section 2.2. Permanent files of the original Truss Specificstion Sheet are maintained by Ro(Ibins Engineering, Inc. Questions regarding this Index Sheet and/or the attached Specification Sheets may be directed to the truss fabricator listed above or Robbins Engineering, Inc. (Sofware - Online Plus) Date Mark 1 1 101/17/061 H1A I 5 01/17/06 HIE 9 101/17/061 H213 13 01/17/06 T2F 17 01/17/06 T4C 21 01/17/06 MSA 25 01/17 06 MV4 29 01/17/06 HJ7P 33 101/17/061 CJ5 37 01/17/06 CJ3T Date Mark 1 2 101/17/061 HIB I 6 101/17/061 H1F 10 101/17/061 H2C 14 01/17/06 H3A 18 61/17im GE6A 22 101/171061 G50 26 01/17/06 MV2 30 101/17/061 E.17 34 01/17/06 CJST 38 01/17/06 CJ3P Date Mark 1 3 101/17/061 HIC I 7 101/17/061 HIG 11 101/17/061 H20 15 01/t7/06 GE4A 19 101/17/06F7T60 23 101/17/061 MVB 27 01/17/06 HJ7 31 101/171061 EJ7T 35 01/17/0 CJSP 39 01/17/06 CJ1 Date Mark 1 4 101/17/061 HID I 8 01/17/06 1­12A 12 01/17/06 T2E 16 101/17/061 T413 20 101/17/061 G4E 24 101/17/061 MV6 28 01/17/06 HJ7T 32 01/17/06 ERR 36 01/17/06 CJ3 40 101/17/061 CJ1P Standard Loadina: T.C. Live 20 psf T.0 Dead 15 psf B.0 Live 0 psf B.C. Dead 5 psf Total 40 psf ANSI/ASCE 7-02 Wind Speed - 120 mph Mean Roof Ht. - 25 ft. Exposure Catergory - B Occupancy Factor - 1.00 MW FRS Enclosed Notes: Refer to individual truss design drawings for special loading conditions. Truss Design Engineer: Wong Phan License #: 62111 Address: P.O. Box 280055. Tampa, FL 33682 to G P �Q G NSF STATE V r wss�Ot�.Q Eat Date Sealed: 1/17/2006 Job Mark I Quan Type Span P1-H1 Left OH Right OH I Engineering ALRA1 TF FT13 1 M100 110708 10400 0 0 ALRAITF (Engle/Allora Elv.1/M#13243) 1-4- HO 1-4-0 Ho 1-4-0 TC.. lx3 2x3 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 B 2x3 O P Q R S T U v C N M L R J I H G F lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 ix? Common Diagonal: 1-2-8 - - - - - -- - - - - 11- 9- 0 _. -- - - - - - - -- - - 11-7-8 - - - - ALL PLATES ARE LOCK20 4 Scale: 0.521" = 1' Robbins Engineering, Inc./Online Plus' --------Bottom Chords--------- K LOCK 1.Ox 4.0 Ctr 0.5 0.90 B -N 0.18 0 T 0.00 0.18 J LOCK 1.Ox 4.0 Ctr 0.5 0.90 Online Plus -- Version 18.0.014 N -M 0.23 0 T 0.00 0.23 I LOCK 1.0x 4.0 Ctr 0.5 0.90 RUN DATE: 16-JAN-06 M -L 0.23 0 T 0.00 0.23 H LOCK 1.Ox 4.0 Ctr 0.5 0.90 L -K 0.23 0 T 0.00 0.23 G LOCK 1.0x 4.0 Ctr 0.5 0.90 C I -Size- ----Lumber---- K -J 0.23 0 T 0.00 0.23 D LOCK 1.0x 4.0 Ctr 0.5 0.90 TC 0. 8 4x 2 SP-#2 J -I 0.23 0 T 0.00 0.23 BC 0. 3 4x 2 SP-#2 I -H 0.23 0 T 0.00 0.23 WB 0. 2 4x 2 SP-#3 H -G 0.22 0 T 0.00 0.22 REFER TO ROBBINS ENG. GENERAL G -D 0.14 0 T 0.00 0.14 NOTES AND SYMBOLS SHEET FOR Brace russ as follows: -------------Webs------------- ADDITIONAL SPECIFICATIONS. C. From To B -A 0.00 42 C TC Co t. 0- 0- 0 11- 7- B B -A 0.00 42 C NOTES: BC CoAt. 0- 0- 0 11- 7- 8 N -0 0.02 142 C Trusses Manufactured by: M -P 0.02 131 C East Coast Lumber Loading Live Dead (psf) L -Q 0.02 133 C Analysis Conforms To: TC 40.0 10.0 K -R 0.02 133 C FBC2004 BC 0.0 5.0 J -S 0.02 133 C Design checked for LL on BC Total 40.0 15.0 55.0 I -T 0.02 132 C per BOCA (section 1606.2.3), Spacin 24.0" H -U 0.02 138 C IBC/ZRC-2003,and FBC 2004 Lumber Duration Factor 1.00 G -V 0.02 106 C (section 1607.1), 20.0 psf. Plate Duration Factor 1.00 D -C 0.00 27 C Design checked for 10 psf non- TC Fb=1.15 Fc=1.10 Ft=1.10 concurrent LL on BC. BC Fb=1.10 Fc=1.10 Ft=1.10 LL Defl 0.00" in B -N L/999 This truss must be installed TL Defl 0.00" in B -N L/999 as shown. It cannot be Plus UBC LL Load Case(s) Shear // Grain in B -N 0.20 installed upside-down. DL Defl 0.00" at L/999 Max comp. force 142 Lbs Checke for NonConcurrent 200 Quality Control Factor 1.25 Lbs Mo ing Point Load applied Plates for each ply each face. at Panel Points and Mid -panel PLATING CONFORMS TO TPI. FABRICATOR NOTES: on BC REPORTS: SBCCI 9761 1. EAST COAST LUMBER & SUPPLY ROBBINS ENGINEERING, INC. J.C. WEBER P.E.#17455 Jt React Uplft Size Req'd USING GROSS AREA TEST. 5285 ST. LUCIE BLVD. �bs Lbs In-Sx In-Sx Plate - LOCK 20 Ga, Gross Area FORT PIERCE FL. 34946 Cont. $rg 0- 0- 0 to 11- 7- B Plate - RHS 20 Gal, Gross Area 2. !!!CAUTION!!! READ "SCSI-B1 1 72 0 Hz = 0 Jt Type Plt Size X Y JSI SUMMARY SHEET" BEFORE 0 LOCK 1.0x 4.0 Ctr-0.5 0.90 HANDLING , INSTALLING & Membr CSI P Lbs Axl-CSI-Bnd P LOCK 1.0x 4.0 Ctr-0.5 0.90 BRACING TRUSSES. ------ ---Top Chords---------- Q LOCK 1.0x 4.0 Ctr-0.5 0.90 3. SEE ATTACHED DETAIL SHEET A -0 0.08 17 C 0.00 0.08 R LOCK 1.0x 4.0 Ctr-0.5 0.90 FOR: 1-JACK NAILS. O -P 0.0B 17 C 0.00 0.08 S LOCK 1.0x 4.0 Ctr-0.5 0.90 2-TBRACE. 3-BEARING BLOCK. P -Q 0.07 17 C 0.00 0.07 T LOCK 1.Ox 4.0 Ctr-0.5 0.90 4. DESIGNER: LG Q -R 0.07 17 C 0.00 0.07 U LOCK 1.0x 4.0 Ctr-0.5 0.90 R -S 0.07 17 C 0.00 0.07 V LOCK 1.0x 4.0 Ctr-0.5 0.90 S -T 0.07 17 C 0.00 0.07 C LOCK 1.0x 4.0 Ctr-0.5 0.90 T -U 0.08 17 C 0.00 0.08 N LOCK 1.0x 4.0 Ctr 0.5 0.90 U -V 0.08 17 C 0.00 0.08 M LOCK 1.0x 4.0 Ctr 0.5 0.90 V -C C.05 17 C 0.00 0.05 L LOCK 1.0x 4.0 Ctr 0.5 0.90 Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 1:30:16 PN Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering AL'RAI TF FT12 1 10 M100 161108 10400 0 0 ALRAITF (Engle/Allora Elv.1/M#13243) HO 1-4-0 TC 4x6 A 1-4-0 \ B 2x3 HGR R: 976 3x4 0 HO 1-4-0 9-4 2-0-0 1-0-12 lx3 E 3x3 3x3 3x3 3x4 3x3 3x4 4x4 R G I S2 S T C P O S1 N H J M 4x4 3x3 3x6 3x3 Sx4 lx4 3x3 Common Diagonal: 1-3-0 _... - - - - - - - - - - ----- 17- 1- 0 BC 8-d-12 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus- S -T 0.38 2352 C 0.05 0.33 T -C 0.33 925 C 0.00 0.33 Online Plus -- Version 18.0.014--------Bottom Chords--------- RUNDATE: 16-JAN-06 B -P 0.28 0 T 0.00 0.28 P -0 0.64 1827 T 0.16 0.48 CSI -Size- ----Lumber---- 0 -S1 0.65 2905 T 0.60 0.05 TC 0.48 4x 2 SP-#2 Sl-N 0.57 2905 T 0.20 0.37 BC 0.65 4x 2 SP-#2 N -H 0.89 3421 T 0.41 0.48 EX S1-D 4x 2 SP-#1 H -J 0.89 3421 T 0.41 0.48 WB 0.51 4x 2 SP-#3 J -M 0.80 3421 T 0.41 0.39 M -L 0.58 2889 T 0.20 0.38 Brace truss as follows: L -K 0.51 1786 T 0.12 0.39 O.C. From To K -D 0.25 0 T 0.00 0.25 TC Cont. 0- 0- 0 16-11- 8 ------------- Webs ------------- BC Cont. 0- 0- 0 16-11- 8 B -A 0.10 532 C B -A 0.10 532 C Loading Live Dead (psf) A -P 0.51 1288 T TC 40.0 10.0 P -Q 0.24 1195 C BC 0.0 5.0 Q -0 0.30 770 T Total 40.0 15.0 55.0 0 -R 0.14 729 C Spacing 24.0" R -N 0.21 536 T Lumber Duration Factor 1.00 N -G 0.12 612 C Plate Duration Factor 1.00 H -G 0.11 292 T TC Fb=1.15 Fc=1.10 Ft=1.10 J -I 0.09 225 T BC Fb=1.10 Fc=1.10 Ft=1.10 I -M 0.11 582 C M -S 0.20 499 T Plus 2 Unbalanced Load Cases S -L 0.15 747 C Plus 1 UBC LL Load Case(s) L -T 0.31 786 T Plus 1 BC LL Load Case(s) T -K 0.24 1198 C K -C 0.50 1257 T Checked for NonConcurrent 200 D -C 0.18 955 C Lbs Moving Point Load applied at Panel Points and Mid -panel LL Defl -0.22" in H -J L/878 on BC TL Defl -0.30" in H -J L/652 Shear // Grain in N -H 0.28 Jt React Uplft Size Req'd DL Defl -0.12" at J L/999 Lbs Lbs In-Sx In-Sx B 977 0 3- 8 1- 0 Plates for each ply each face. D 962 0 7- 0 1- 0 PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 Membr CSI P Lbs Axl-CSI-Bnd ROBBINS ENGINEERING, INC. ----------Top Chords---------- USING GROSS AREA TEST. A -Q 0.36 967 C 0.01 0.35 Plate - LOCK 20 Gar Gross Area Q -R 0.40 2381 C 0.05 0.35 Plate - RHS 20 Ga, Gross Area R -G 0.47 3212 C 0.05 0.42 Jt Type Plt Size X Y JSI G -I 0.48 3421 C 0.06 0.42 A LOCK 4.Ox 6.0 Ctr-0.5 0.85 I -S2 0.41 3179 C 0.04 0.37 C LOCK 4.Ox 4.0-0.5-0.5 0.94 S2-S 0.43 3179 C 0.10 0.33 P LOCK 4.Ox 4.0-0.5 0.5 0.96 Robbins Engineering. Inc./Online Plus`" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1116/2006 1:30:16 PM Page 1 L 3x3 8-6-12 �IMX If D Flx4 4 x 4 I��I W:700 R: 961 lx3 Scale: 0.365" = 1' O LOCK 3.Ox 3.0-0.5 Ctr 0.94 H LOCK 1.0x 4.0 Ctr 0.5 0.98 J LOCK 1.0x 4.0 Ctr 0.5 0.98 L LOCK 3.Ox 3.0 0.5 Ctr 0.96 K LOCK 4.Ox 4.0 0.5 0.5 0.94 D LOCK 1.0x 4.0 Ctr 0.5 0.98 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 3421 Lbs Quality Control Factor 1.25 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering ALRAI TF FTII 4 M100 170300 10400 0 0 ALRAITF (Engle/Allora Elv.1/M#13243) HO 1-4-0 HO 1-4-0 m 0 TC'` 170-12 2-0-0 1-0-12 lx3 SPL lx3 4x4 3x4 4x6 3x3 3x3 3x3 3x4 4x4 A R S H J T U D F B 1-4-0 \ \ I \\ i C 2x3 Q P O I K N S1 M LI 4x4 3x3 3x3 lx4 lx4 3x3 3x6 3x3 Common Diagonal: 1-3-0 E L G lx4 4x4 W:308 W:7M R: 976 R: 975 - - -- -----17- 4- 8- --- - - BC 8-8-4 8-6-12 - - - - - - - - -- - 17-3-0 -- - ALL PLATES ARE LOCK20 Scale: 0.356" = 1 Robbins Engineering, Inc./Online Plus- U -D 0.33 939 C 0.00 0.33 I LOCK 1.0x 4.0 Ctr 0.5 0.98 --------Bottom Chords--------- K LOCK 1.0x 4.0 Ctr 0.5 0.98 Online Plus -- Version 18.0.014 C -Q 0.22 0 T 0.00 0.22 M LOCK 3.Ox 3.0 0.5 Ctr 0.98 RUN DATE: 16-JAN-06 Q -P 0.51 1814 T 0.12 0.39 L LOCK 4.Ox 4.0 0.5 0.5 0.95 P -0 0.59 2943 T 0.21 0.38 E LOCK 1.0x 4.0 Ctr 0.5 0.98 CSI -Size- ----Lumber---- 0 -I 0.86 3515 T 0.42 0.44 TIC 0.47 4x 2 SP42 I -K 0.86 3515 T 0.42 0.44 BC 0.86 4x 2 SP-#1 K -N 0.86 3515 T 0.42 0.44 REFER TO ROBBINS ENG. GENERAL EX S1-E 4x 2 SP42 N -S1 0.52 2943 T 0.48 0.04 NOTES AND SYMBOLS SHEET FOR WB 0.51 4x 2 SP-#3 S1-M 0.66 2943 T 0.61 0.05 ADDITIONAL SPECIFICATIONS. M -L 0.63 1815 T 0.15 0.48 Brace truss as follows: L -E 0.31 0 T 0.00 0.31 NOTES: O.C. From To -------------Webs------------- Trusses Manufactured by: TIC Cont. 0- 0- 0 17- 3- 0 C -A 0.19 968 C East Coast Lumber BC Cont. 0- 0- 0 17- 3- 0 A -Q 0.51 1276 T Analysis Conforms To: Q -R 0.24 1217 C FBC2004 Loading Live Dead (psf) R -P 0.32 804 T Design checked for LL on BC TC 40.0 10.0 P -S 0.15 764 C per BOCA (section 1606.2.3), BC 0.0 5.0 S -0 0.20 519 T IBC/IRC-2003,and FBC 2004 Total 40.0 15.0 55.0 O -H 0.12 618 C (section 1607.1), 20.0 psf. Spacing 24.0" I -H 0.09 246 T Design checked for 10 psf non - Lumber Duration Factor 1.00 K -J 0.09 245 T concurrent LL on BC. Plate Duration Factor 1.00 J -N 0.12 618 C Provide 2X6 continuous TIC Fb=1.15 Fc=1.10 Ft=1.10 N -T 0.20 519 T strongbacks (on edge) every BC Fb=1.10 Fc=1.10 Ft=1.10 T -M 0.15 764 C 10.0 Ft. Fasten to each M -U 0.32 804 T truss w/ 3-16d nails at Plus 2 Unbalanced Load Cases U -L 0.24 1217 C truss member(s). Plus 1 UBC LL Load Case(s) L -D 0.51 1277 T This truss must be installed Plus 1 BC LL Load Case(s) E--D 0.19 968 C as shown. It cannot be installed upside-down. Checked for NonConcurrent 200 LL Defl -0.23" in I -K L/848 Max comp. force 3515 Lbs Lbs Moving Point Load applied TL Defl -0.31" in I -K L/630 Quality Control Factor 1.25 at Panel Points and Mid -panel Shear // Grain in 0 -I 0.26 on BC DL Defl -0.12" at K L/999 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY Jt React Uplft Size Req'd Plates for each ply each face. J.C. WEBER P.E.#17455 Lbs Lbs In-Sx In-Sx PLATING CONFORMS TO TPI. 5285 ST. LUCIE BLVD. C 976 0 3- 8 1- 0 REPORTS: SBCCI 9761 FORT PIERCE FL. 34946 E 975 0 7- 0 1- 0 ROBBINS ENGINEERING, INC. 2. !!!CAUTION!!! READ "BCSI-B1 USING GROSS AREA TEST. SUMMARY SHEET" BEFORE Membr CSI P Lbs Axl-CSI-Bnd Plate - LOCK 20 Ga, Gross Area HANDLING , INSTALLING 6 ----------Top Chords---------- Plate - RHS 20 Ga, Gross Area BRACING TRUSSES. A -R 0.33 939 C 0.00 0.33 Jt Type Plt Size X Y JSI 3. SEE ATTACHED DETAIL SHEET R -S 0.39 2393 C 0.06 0.33 A LOCK 4.Ox 4.0 0.5-0.5 0.95 FOR: 1-JACK NAILS. S -H 0.44 3248 C 0.04 0.40 S LOCK 4.Ox 6.0 Ctr-0.5 0.95 2-TBRACE. 3-BEARING BLOCK. H -J 0.47 3515 C 0.07 0.40 D LOCK 4.Ox 4.0-0.5-0.5 0.95 4. DESIGNER: LG J -T 0.44 3248 C 0.04 0.40 Q LOCK 4.Ox 4.0-0.5 0.5 0.95 T -U 0.39 2393 C 0.06 0.33 P LOCK 3.Ox 3.0-0.5 Ctr 0.98 Robbins Engineering Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Ponrail 1/16/2006 1.30:15 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering ALRA1 TF FTIO 1 M100 240308 10400 0 0 ALRAITF (Encrle/Allora Elv.1/M#13243) HO 1-4-0 HO 1-4-0 TC. . - - -- - - - ----------- ------ 243-8 -_....---- -- - -- - - - - -- - -- - --- 3x4 S2 lx3 2x3 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 A X Y Z AA BB CC DD EE FF GG HH II JJ KK LL MM NN C E 1-4-0 8 D 2x3 W V U T S R Q P O N M L K J I H G F lx4 lx4 lx4 lx4 lx4 lx4 1x4 lx4 lx4 lx4 lx4 1x4 lx4 lx4 lx4 lx4 1x4 Ix4 S1 lx3 Common Diagonal: 1-2-93x4 - - - -- -- -- - - -- - -24- 5- 0- BC' - --- --- - ------ - -- - ----------- ---- 24_g_g - ------- --- - - - - -- - -- - - - - - - - - -- -- - - - 24-3-8 - ALL PLATES ARE LOCK20 Scale: 0.260" = 1' Robbins Engineering, Inc./Online Plus' T -S 0.23 0 T 0.00 0.23 KK LOCK 1.0x 4.0 Ctr-0.5 0.98 S -R 0.23 0 T 0.00 0.23 LL LOCK 1.0x 4.0 Ctr-0.5 0.98 Online Plus -- Version 18.0.014 R -Q 0.23 0 T 0.00 0.23 MM LOCK 1.0x 4.0 Ctr-0.5 0.98 RUN DATE: 16-JAN-06 Q -P 0.23 0 T 0.00 0.23 NN LOCK 1.0x 4.0 Ctr-0.5 0.98 P -O 0.21 0 T 0.00 0.21 C LOCK 1.0x 4.0 Ctr-0.5 0.98 CSI -Size- ----Lumber---- O -S1 0.13 0 T 0.00 0.13 W LOCK l.Ox 4.0 Ctr 0.5 0.98 TC 0.08 4x 2 SP-#2 S1-N 0.15 0 T 0.00 0.15 V LOCK 1.0x 4.0 Ctr 0.5 0.98 BC 0.25 4x 2 SP-1112 N -M 0.22 0 T 0.00 0.22 U LOCK 1.0x 4.0 Ctr 0.5 0.98 WB 0.02 4x 2 SP-#3 M -L 0.23 0 T 0.00 0.23 T LOCK 1.0x 4.0 Ctr 0.5 0.98 L -K 0.23 0 T 0.00 0.23 S LOCK 1.Ox 4.0 Ctr 0.5 0.98 Brace truss as follows: K -J 0.23 0 T 0.00 0.23 R LOCK 1.0x 4.0 Ctr 0.5 0.98 O.C. From To J -I 0.23 0 T 0.00 0.23 Q LOCK 1.0x 4.0 Ctr 0.5 0.98 TC Cont. 0- 0- 0 24- 3- 8 I -H 0.23 0 T 0.00 0.23 P LOCK 1.0x 4.0 Ctr 0.5 0.98 BC Cont. 0- 0- 0 24- 3- 8 H -G 0.23 0 T 0.00 0.23 O LOCK 1.Ox 4.0 Ctr 0.5 0.98 G -D 0.25 0 T 0.00 0.25 N LOCK 1.0x 4.0 Ctr 0.5 0.98 Loading Live Dead (psf) -------------Webs------------- M LOCK 1.Ox 4.0 Ctr 0.5 0.98 TC 40.0 10.0 B -A 0.00 44 C L LOCK 1.0x 4.0 Ctr 0.5 0.98 BC 0.0 5.0 B -A 0.00 44 C K LOCK 1.0x 4.0 Ctr 0.5 0.98 Total 40.0 15.0 55.0 W -X 0.02 139 C J LOCK S.Ox 4.0'Ctr 0.5 0.98 Spacing 24.0" V -Y 0.02 131 C I LOCK 1.Ox 4.0 Ctr 0.5 0.98 Lumber Duration Factor 1.00 U -Z 0.02 133 C H LOCK 1.0x 4.0 Ctr 0.5 0.98 Plate Duration Factor 1.00 T -AA 0.02 133 C G LOCK 1.0x 4.0 Ctr 0.5 0.98 TC Fb-1.15 Fc-1.10 Ft=1.10 S -BB 0.02 133 C D LOCK 1.0x 4.0 Ctr 0.5 0.98 BC Fb=1.10 Fc=1.10 Ft=1.10 R -CC 0.02 133 C Q -DD 0.02 133 C Plus 1 UBC LL Load Case(s) P -EE 0.02 133 C REFER TO ROBBINS ENG. GENERAL O -FF 0.02 133 C NOTES AND SYMBOLS SHEET FOR Checked for NonConcurrent 200 N -GG 0.02 133 C ADDITIONAL SPECIFICATIONS. Lbs Moving Point Load applied M -HH 0.02 133 C at Panel Points and Mid -panel L -II 0.02 133 C NOTES: on BC K -JJ 0.02 133 C Trusses Manufactured by: J -KK 0.02 133 C East Coast Lumber Jt React Uplft Size Req'd I -LL 0.02 133 C Analysis Conforms To: Lbs Lbs In-Sx In-Sx H -MM 0.02 131 C FBC2004 Cont. Brg 0- 0- 0 to 24- 3- 8 G -NN 0.02 142 C Design checked for LL on BC 2665 0 Hz = 0 D -C 0.01 63 C 0.01 0.00 per BOCA (section 1606.2.3), IBC/IRC-2003,and FHC 2004 Membr CSI P Lbs Axl-CSI-Bnd LL Defl 0.00" in B -W L/999 (section 1607.1), 20.0 psf. ----------Top Chords---------- TL Dofl 0.00" in 8 -W L/999 Design checked for 10 psf non - A -X 0.08 16 C 0.00 0.08 Shear // Grain in 8 -W 0.20 concurrent LL on BC. X -Y 0.08 16 C 0.00 0.08 DL Defl 0.00" at L/999 Prevent truss rotation at all Y -Z 0.07 16 C 0.00 0.07 bearing locations. Z -AA 0.07 16 C 0.00 0.07 Plates for each ply each face. This truss must be installed AA -BB 0.07 16 C 0.00 0.07 PLATING CONFORMS TO TPI. as shown. It cannot be BB -CC 0.07 16 C 0.00 0.07 REPORTS: SBCCI 9761 installed upside-down. CC-DD 0.07 16 C 0.00 0.07 ROBBINS ENGINEERING, INC. Max comp. force 142 Lbe DD-S2 0.07 16 C 0.00 0.07 USING'GROSS AREA TEST. Quality Control Factor 1.25 S2-EE 0.07 16 C 0.00 0.07 Plate - LOCK 20 Ga, Gross Area EE-FF 0.07 16 C 0.00 0.07 Plate - RHS 20 Ga, Gross Area FABRICATOR NOTES: FF-GG 0.07 16 C 0.00 0.07 Jt Type Plt Size X Y JSI 1. EAST COAST_ LUMBER b SUPPLY GG-HH 0.07 16 C 0.00 0.07 X LOCK 1.0x 4.0 Ctr-0.5 0.98 J.C. WEBER P.E.#17455 HH-II 0.07 16 C 0.00 0.07 Y LOCK 1.Ox 4.0 Ctr-0.5 0.98 5285 ST. LUCIE BLVD. II-JJ 0.07 16 C 0.00 0.07 Z LOCK 1.0x 4.0 Ctr-0.5 0.98 FORT PIERCE FL. 34946 JJ-KK 0.07 16 C 0.00 0.07 AA LOCK 1.Ox 4.0 Ctr-0.5 0.98 2. !!!CAUTION!!! READ "BCSI-B1 KK-LL 0.07 16 C 0.00 0.07 BB LOCK 1.0x 4.0 Ctr-0.5 0.98 SUMMARY SHEET" BEFORE LL-MM 0.07 16 C 0.00 0.07 CC LOCK 1.Ox 4.0 Ctr-0.5 0.98 HANDLING , INSTALLING b MM-NN 0.08 16 C 0.00 0.08 DD LOCK 1.0x 4.0 Ctr-0.5 0.98 BRACING TRUSSES. NN-C 0.08 16 C 0.00 0.08 EE LOCK l.Ox 4.0 Ctr-0.5 0.98 3. SEE ATTACHED DETAIL SHEET --------Bottom Chords--------- FF LOCK 1.0x 4.0 Ctr-0.5 0.98 FOR: 1-JACK NAILS. B -W 0.18 0 T 0.00 0.18 GG LOCK l.Ox 4.0 Ctr-0.5 0.98 2-TBRACE. 3-BEARING BLOCK. W -V 0.23 0 T 0.00 0.23 HH LOCK l.Ox 4.0 Ctr-0.5 0.98 4. DESIGNER: LG V -U 0.23 0 T 0.00 0.23 II LOCK 1.0x 4.0 Ctr-0.5 0.98 U -T 0.23 0 T 0.00 0.23 JJ LOCK 1.0x 4.0 Ctr-0.5 0.98 Robbins Engineering, Inc./Online Plus" 0 1996.2005 Version 18.0.014 Engineering -Portrait 1/16/2006 1:30:15 PM Pagel Job Mark Quan Type Span P1-141 Left OH Right OH I Engineering ALRAI TF FG3 I 1*2P FLAT 120000 30000 0 0 HO 3-0-0 HH 2-6-8 #10x12= 2x4 3x4- 7x6 #l0xl0 A G I K B HO 3-0-0 HH 2-6-8 T1 3-0-0 W1 77 D C #20G-RHS-6x10 Bl 4x4 I?I F H J iz 400 8x16- 4x10� 7x10 W:600 MINIMUM 1:9034 R:8082 BEARING OF 5.3" U: 633 U: 639 REQ. EP 3-6-0 6-11-0 9-4-2 12-0-0 TC 3-6-0 3-5-0 2-5-2 2-7-14 BC - - -- -3-6-0---- - --- -3-5-C - - •- -- 2-5-2 - 2-7--Id EP 3-6-0 6-11-0 9-4-2 12-0-0 - -- - - - -- - - 12-0-0 -- .- - - EXCEPT AS SHOWN ALL PLATES ARE LOCR20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.372" = 1' W7 W6 W9 W7 W70 W7 W12 W1 Robbins Engineering, Inc./Online Plus- APPROX. TRUSS WEIGHT: 116.6 LBS Plus 1 USC LL Load Case(s) J LOCK 7.0x10.0 1.0 Ctr 0.99 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 ♦frrrrrrf}rrrrr • 2-Ply Truss ' }}ffllffiff♦*}} CSI -Size- ----Lumber---- TC 0.70 2x 6 SP-#2 BC 0.65 2x 6 SP-SS WB 0.66 2x 4 SP-#3 EX D -A 2x 6 SP-#2 EX A -F 2x 4 SP-SS EX H -R 2x 4 SP-#2 EX J -B 2x 4 SP-SS EX C -B 2x 6 SP-112 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 12- 0- 0 BC Cont. 0- 0- 0 12- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 12.0' BC V 0 10 0.0' 12.0' TC V 0 110 0.0' 12.0' TC V 280 280 0.0' 12.0' Checked for NonConcurrent 200 Lba Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lba Lba In-Sx In-Sx D 9035 634 4- 0 5- 5 ++ Hz = -121 C 8082 640 6- 0 4-12 Hz = 122 Membr CSI P Lba Axl-CSI-Hnd ----------Top Chords ---------- A -G 0.70 8577 C 0.10 0.60 G -I 0.64 8577 C 0.10 0.54 I -R 0.42 10456 C 0.15 0.27 K -B 0.41 6413 C 0.05 0.36 --------Bottom Chords --------- D -F 0.15 82 T 0.00 0.15 F -H 0.65 10456 T 0.45 0.20 H -J 0.36 6413 T 0.27 0.09 J -C 0.03 82 T 0.00 0.03 D -A 0.32 8263 C WindLd A -F 0.64 10862 T F -G 0.35 3606 C F -Z 0.24 2342 C A -I 0.14 1635 C H -A 0.67 5854 T J -R 0.66 6659 C J -8 0.55 9286 T C -8 0.31 8023 C WindLd LL Defl -0.09" in F -H L/999 TL Defl -0.13" in F -B L/999 Shear // Grain in A -G 0.95 DL Defl -0.12" at H L/999 Plates for each ply each face. Load Case # 2 Nonstandard Load PLATING CONFORMS TO TPI. Lumber Duration Factor 1.00 REPORTS: SBCCZ 9761 Plate Duration Factor 1.00 AOBBINS ENGINEERING, INC. plf - Live Dead From To BASED ON SP LUMBER TC V 80 20 0.0' 12.0' USING GROSS AREA TEST. BC V 0 10 0.0' 12.0' Plate - LOCK 20 Ga, Gross Area TC V 0 110 0.0' 12.0' Plate - RHS 20 Ga, Gross Area TC V 560 210 0.0' 12.0' Jt Type Plt Size X Y JSI BC V 313 117 0.0' 3.8' A# LOCK 10.0x12.0 0.5 0.5 0.92 BC V 360 135 3.8' 5.8' K LOCK 7.Ox 6.0-0.5 Ctr 0.96 BC V 1891 709 6.8' CL-LB 8# LOCK 10.0x10.0 0.5-0.2 0.96 D# RHS 6.Ox10.0 0.2-0.5 0.25 F LOCK 8.Ox16.0-0.5 Ctr 0.98 Plus 6 Wind Load Case(s) H LOCK 4.0x10.0 1.0 Ctr 0.94 Robbins Engineering, Inc./Online Plus"' 0 1996.2005 Version 18.0.014 Engineering - Portrait 1l16I2006 1:37:07 PM Page 1 of 2 # = Plate Monitor used REFER TO ROHBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 2 COMPLETE TRUSSES REQUIRED. Fasten together in staggered pattern. (1/2" bolts -OA- SDS3 screws -OR- lOd nails as each layer is applied.) ----Spacing (In)---- RowsNails Screws Bolts TC 2 5 14 0 BC 2 11.5 24 0 WH 14 4 Plus clusters of nails where shown. Design checked for LL on BC per BOCA (section 1606.2.3), ZSC/ZRC-2003,and FHC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. This truss must be installed as shown. It cannot be installed upside-down. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: H Occupancy Factor 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Unbalanced Loads Checked Load Factors = 1.00 and 0.00 Max comp. force 10456 Lbs Quality Control Factor 1.00 Job Mark Quan Type Span P1-H1 Left OH Right OH I ' ALRAI TF I FG3 I 1*2P FLAT 120000 30000 0 0 Engineering Coal. NOTES AND WARNINGS Securely fasten (2) plys to act as a single unit Number of plated joints = 10 Number of unplated joints = 0 Lumber file pathname = C:\Robbins\usa_ref\Lrl034 Plate file pathname = C:\Robbins\usa_ref\Prl034 plate —Control file pathname = C:\Robbins\usa_ref\pl_ctrll034.bin Robbins Engineering, Inc./Online Plus" 0 1996.2005 Version 1B.0.014 Engineering - Portrait 1/16/2006 1:37:01 PM Page 2 of 2 Job Mark Quan Type Span Pi -Hi Left OH Right OH Engineering ALRAI TF FG2 I 1*2P FLAT 191112 10400 0 0 ALRAITF (Engle/Allora Elv.1/M#13243) HO 1-4-0 TC 19-11-12 3x8 3x63x12 2x4 3x4 I S1 N K L 5x6 A 1-4-0 D 2x4 �l H 5x6 M F E 3x8 #6xl6 6x6 IQ SPL w:700 W:10000 R:2020 R:5974 BC - 8-8-12 11-3-0 19-11-12 ALL PLATES ARE LOCK20, # - PLATE SELECTED IN PLATE MONITOR HO 1-4-0 6x6 B C x4 JI HGR R:2594 Scale: 0.312" = 1' Robbins Engineering, Inc./Online Plus' Membr CSI P Lbs Axl-CSI-Bnd NOTES AND SYMBOLS SHEET FOR ----------Top Chords---------- ADDITIONAL SPECIFICATIONS. Online Plus -- Version 18.0.014 A -I 0.51 3870 C 0.02 0.49 RUN DATE: 16-JAN-06 I -S1 0.66 3298 T 0.19 0.47 NOTES: *************** SI-N 0.87 3298 T 0.19 0.68 Trusses Manufactured by: * 2-Ply Truss * N -K 0.69 3894 C 0.01 0.68 East Coast Lumber *****+********* K -L 0.44 3894 C 0.01 0.43 Analysis Conforms To: L -B 0.58 5958 C 0.08 0.50 FBC2004 CSI -Size- ----Lumber---- --------Bottom Chords--------- 2 COMPLETE TRUSSES REQUIRED. TC 0.87 2x 4 SP-SS D -H 0.28 0 T 0.00 0.28 Fasten together in staggered BC 0.89 2x 4 SP-#2 H -M 0.72 3870 T 0.44 0.28 pattern. (1/2" bolts -OR- WB 0.80 2x 4 SP-#3 M -F 0.43 3298 C 0.03 0.40 SDS3 screws -OR- 10d nails EX D -A 2x 6 SP-#2 F -E 0.89 5958 T 0.68 0.21 as each layer is applied.) EX N -F 2x 4 SP-#2 E -C 0.25 0 T 0.00 0.25 ----Spacing (In) ---- EX E -B 2x 4 SP-#2 -------------Webs------------- Rows Nails Screws Bolts EX C -B 2x 6. SP-#2 D -A 0.07 1943 C TC 1 5 13.5 0 A -H 0.80 4006 T BC 1 12 24 0 Brace truss as follows: H -I 0.11 1134 C WB 1 4 4 O.C. From To I -M 0.66 6200 C Design checked for LL on BC TC Cont. 0- 0- 0 19-11-12 M -N 0.42 4319 C per BOCA (section 1606.2.3), BC Cont. 0- 0- 0 19-11-12 N -F 0.82 7139 T IBC/IRC-2003,and FBC 2004 F -K 0.16 1698 C (section 1607.1), 20.0 psf. Loading Live Dead (psf) F -L 0.26 2591 C Design checked for 10 psf non- TC 40.0 10.0 E -L 0.15 1607 C concurrent LL on BC. BC 0.0 5.0 E -B 0.71 6167 T Prevent truss rotation at all Total 40.0 15.0 55.0 C -B 0.09 2531 C bearing locations. Spacing 24.0" This truss must be installed Lumber Duration Factor 1.00 LL Defl -0.13" in F -E L/954 as shown. It cannot be Plate Duration Factor 1.00 TL Defl -0.18" in F -E L/708 installed upside-down. TC Fb=1.00 Fc=1.00 Ft=1.00 Shear // Grain in S1-N 0.99 NOTE: USER MODIFIED PLATES BC Fb=1.00 Fc=1.00 Ft=1.00 DL Defl -0.12" at E L/734 This design may have plates selected through a plate Load Case # 1 Standard Loading Plates for each ply each face. monitor. Lumber Duration Factor 1.00 PLATING CONFORMS TO TPI. Unbalanced Loads Checked Plate Duration Factor 1.00 REPORTS: SBCCI 9761 Load Factors = 1.00 and 0.00 plf - Live Dead From To ROBBINS ENGINEERING, INC. Max comp. force 6200 Lbs TC V 80 20 0.0' 20.0' BASED ON SP LUMBER Quality Control Factor 1.00 BC V 0 10 0.0' 20.0' USING GROSS AREA TEST. TC V 292 109 0.0' 20.0' Plate - LOCK 20 Ga, Gross Area FABRICATOR NOTES: Plate - RHS 20 Ga, Gross Area 1. EAST COAST LUMBER & SUPPLY Plus 4 Unbalanced Load Cases Jt Type Plt Size X Y JSI J.C. WEBER P.E.#17455 Plus 1 UBC LL Load Case(s) A LOCK 5.Ox 6.0 1.0 Ctr 0.94 5285 ST. LUCIE BLVD. I LOCK 3.Ox 8.0 0.5 Ctr 0.86 FORT PIERCE FL. 34946 Checked for NonConcurrent 200 N LOCK 3.Oxl2.0 2.5 Ctr 0.94 2. !!!CAUTION!!! READ "SCSI-B1 Lbs Moving Point Load applied B LOCK 6.Ox 6.0-1.0 Ctr 0.89 SUMMARY SHEET" BEFORE at Panel Points and Mid -panel H LOCK 5.0x 6.0-1.0 Ctr 0.94 HANDLING , INSTALLING & on BC M LOCK 3.Ox 8.0-0.5 Ctr 0.94 BRACING TRUSSES. F# LOCK 6.Oxl6.0-0.5-0.5 0.89 3. SEE ATTACHED DETAIL SHEET Jt React Uplft Size Req'd E LOCK 6.Ox 6.0 1.0 Ctr 0.89 FOR: 1-JACK NAILS. Lbs Lbs In-Sx In-Sx 2-TBRACE. 3-SEARING BLOCK. D 2020 0 7- 0 1- 3 # = Plate Monitor used 4. DESIGNER: LG M 5975 0 12- 0 3- 7 C 2595 0 3- 8 1- 8 REFER TO ROBBINS ENG. GENERAL Roboins Engineering. Inc./Online Plus'" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 1:30:10 PM Page 1 Job Mark I Quan Type Span P1-H1 Left OH Right OH Engineering AL:RA1 TF FT16 1 M100 191112 10400 0 0 ALRAITF (Engle/Allora Elv.1/M##13243) HO 1-4-0 NO 1-4-0 m 0 TC 14 .712 - -- ---- 1-5-4 _. 2-0-0 1 3-12 - - - - - -- - - -11- 2- 0- - -- - - 3x3�i5x4 A E 4x4 3x3 3x3 3x3 3x3 R S T G I 3x3 3x4 U S2 4x4 4x4 V C \ 1-4-0 ZfS\ / 8 D lx4 F Q P O N H J M L K 1x4 4x4 5x4 4x4 3x3 3x3 lx4 lx4 3x3 4x4 4x6 sl 20G-RHS-3xlO Cant:3- 0 Common Diagonal: 1-3-0 W:308 HGR R:1686 R:1108 BC a .r 0 - -- - ----------- -- - -- ---- 19-11-12------------- -- ---- - -- - --- --- EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.312" = 1' Robbins Engineering, Inc./Online P1us- I -U 0.69 3936 C 0.13 0.56 U -S2 0.35 2814 C 0.05 0.30 Online Plus -- Version 18.0.014 S2-V 0.41 2814 C 0.08 0.33 RUN DATE: 16-JAN-06 V -C 0.34 1083 C 0.01 0.33 --------Bottom Chords--------- CSI -Size- ----Lumber---- B -F 0.11 0 T 0.00 0.11 TC 0.92 4x 2 SP-#2 F -Q 0.32 132 C 0.00 0.32 BC 0.91 4x 2 SP-#2 Q -P 0.58 1516 T 0.12 0.46 EX S1-D 4x 2 SP-SS P -0 0.77 3098 T 0.27 0.50 WB 0.59 4x 2 SP-#3 O -S1 0.91 4133 T 0.86 0.05 S1-N 0.46 4133 T 0.44 0.02 Brace truss as follows: N -H 0.80 4490 T 0.36 0.44 O.C. From To H -J 0.84 4490 T 0.36 0.48 TC Cont. 0- 0- 0 19-11-12 J -M 0.84 4490 T 0.36 0.48 BC Cont. 0- 0- 0 19-11-12 M -L 0.42 3492 T 0.37 0.05 L -K 0.34 2098 T 0.09 0.25 Loading Live Dead (psf) K -D 0.15 0 T 0.00 0.15 TC 40.0 10.0 ------------- Webs ------------- BC 0.0 5.0 B -A 0.01 61 C Total 40.0 15.0 55.0 A -F 0.08 499 C Spacing 24.0" F -E 0.22 1162 C Lumber Duration Factor 1.00 E -Q 0.45 1147 T Plate Duration Factor 1.00 Q -R 0.29 1468 C TC Fb=1.15 Fc=1.10 Ft=1.10 R -P 0.44 1120 T BC Fb=1.10 Fc=1.10 Ft=1.10 P -S 0.21 1079 C S -0 0.29 733 T Load Case # 1 BOCA Loading 0 -T 0.14 706 C Lumber Duration Factor 1.00 T -N 0.17 436 T Plate Duration Factor 1.00 N -G 0.11 555 C plf - Live Dead From To H -G 0.06 207 C TC V 80 20 0.0' 20.0' J -I 0.14 350 T BC V 0 10 0.0' 20.0' I -M 0.18 924 C BC V 40 0 10.2' 12.2' M -U 0.27 675 T TC V 386 145 0.1' CL-LB U -L 0.18 944 C L -V 0.39 995 T Plus 2 Unbalanced Load Cases V -K 0.28 1412 C Plus 1 UBC LL Load Case(s) K -C 0.59 1472 T D -C 0.21 1100 C Checked for NonConcurrent 200 Lbs Moving Point Load applied LL Defl -0.42" in N -H L/550 at Panel Points and Mid -panel TL Defl -0.56" in N -H L/406 on BC Shear // Grain in H -J 0.32 DL Defl -0.22" at H L/999 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Plates for each ply each face. F 1686 0 3- 8 1- 0 PLATING CONFORMS TO TPI. D 1108 0 3- 8 1- 0 REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. Membr CSI P Lbs Axl-CSI-Bnd USING GROSS AREA TEST. ----------Top Chords---------- Plate - LOCK 20 Ga, Gross Area A -E 0.13 132 T 0.02 0.11 Plate - RHS 20 Ga, Gross Area E -R 0.23 453 C 0.00 0.23 Jt Type Plt Size X Y JSI R -S 0.29 2322 C 0.09 0.20 E LOCK 5.0x 4.0 0.5-1.0 0.73 S -T 0.50 3625 C 0.09 0.41 R LOCK 4.Ox 4.0 0.2-0.5 0.92 T -G 0.92 4334 C 0.38 0.54 S LOCK 3.Ox 3.0 0.2 Ctr 0.98 G -I 0.73 4490 C 0.12 0.61 U LOCK 3.Ox 3.0-0.2 Ctr 0.90 Robbins Engineering, Inc./Online PlusT m 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 1:30'18 PM page 1 V LOCK 4.Ox 4.0 Ctr-0.5 0.91 C LOCK 4.Ox 4.0-1.0-0.5 0.97 B LOCK l.Ox 4.0 Ctr 0.5 0.98 F LOCK 4.Ox 4.0 Ctr 0.5 0.61 Q LOCK 5.0x 4.0 Ctr 1.0 0.82 P LOCK 4.Ox 4.0-0.2 0.5 0.92 0 LOCK 3.Ox 3.0-0.2 Ctr 0.98 H LOCK 1.Ox 4.0 Ctr 0.5 0.98 J LOCK 1.0x 4.0 Ctr 0.5 0.98 M LOCK 3.Ox 3.0 0.2 Ctr 0.90 L LOCK 4.Ox 4.0 Ctr 0.5 0.91 K LOCK 4.Ox 6.0 Ctr 0.5 0.97 D LOCK 1.Ox 4.0 Ctr 0.5 0.98 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 4490 Lbs Quality Control Factor 1.25 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ 11SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span PI -HI Left OH Right OH Engineering ALRAI TF FTI S 1 M100 191112 10400 0 0 ALRAITF (Engle/Allora Elv.1/M#13243) 1-4-0 HO 1-4-0 0 0 TC 1-0-8`O 7-8 1-2-4 1112 2-0-0 '9712 1-7-8 11- 2- 0- - -- --- - - 3x31''1 5x6 Tt, x 4 4x4 3x3 3x3 lx4 3x3 3x3 lx4 3x4 3x4 , A , K �: I T U V Y E G Z S2 W R Q P F H O 4x4 3x3 S1 3x6 lx4 2x3 3x6 20G-RHS-3xlO Common Diagonal: 1-3-0 - - -- - -- -- - 19-11-12 - --- - -- EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Robbins Engineering, In.c./Online Plus- G -Z 0.85 4493 C 0.09 0.76 Z -S2 0.34 4493 C 0.21 0.13 Online Plus -- Version 18.0.014 S2-W 0.39 4493 C 0.22 0.17 RUN DATE: 16-JAN-06 W -X 0.42 3040 C 0.09 0.33 X -C 0.34 1160 C 0.01 0.33 CSI -Size- ----Lumber---- --------Bottom Chords --------- TC 0.88 4x 2 SP-#1 B -L 0.13 0 T 0.00 0.13 EX S2-C 4x 2 SP-B2 L -S 0.13 124 C 0.00 0.13 BC 0.86 4x 2 SP-#1 S -J 0.43 2321 T 0.38 0.05 EX S1-D 4x 2 SP-SS J -R 0.51 2797 T 0.46 0.05 WB 0.96 4x 2 SP-#3 R -Q 0.73 4173 T 0.68 0.05 Q -S1 0.86 4930 T 0.81 0.05 Brace truss as follows: S1-P 0.55 4930 T 0.53 0.02 O.C. From To P -F 0.87 4994 T 0.42 0.45 TC Cont. 0- 0- 0 19-11-12 F -H 0.91 4994 T 0.42 0.49 BC Cont. 0- 0- 0 19-11-12 H -O 0.91 4994 T 0.42 0.49 O -N 0.45 3786 T 0.40 0.05 Loading Live Dead (psf) N -M 0.34 2250 T 0.09 0.25 TC 40.0 10.0 M -D 0.15 0 T 0.00 0.15 BC 0.0 5.0 ------------- Webs ------------- Total 40.0 15.0 55.0 B -A 0.01 90 C Spacing 24.0" A -L 0.08 467 C Lumber Duration Factor 1.00 L -K 0.38 1930 C Plate Duration Factor 1.00 K -S 0.96 2397 T TC Fb=1.15 Fc=1.10 Ft=1.10 S -I 0.38 1948 C BC Fb=1.10 Fc=1.10 Ft=1.10 J -I 0.34 859 T J -T 0.19 982 C Load Case N 1 BOCA Loading T -R 0.39 979 T Lumber Duration Factor 1.00 R -U 0.18 927 C Plate Duration Factor 1.00 U -Q 0.21 539 T plf - Live Dead From To Q -V 0.10 513 C TC V 80 20 0.0' 20.0' V -P 0.14 364 T BC V 0 10 0.0' 20.0' P -Y 0.04 252 C BC V 40 0 10.2' 12.2' P -E 0.20 507 T TC V 611 229 2.1' CL-LB F -E 0.05 252 C TC V 386 145 0.1' CL-LB H -G 0.16 413 T G -O 0.22 1130 C Plus 2 Unbalanced Load Cases 0 -Z 0.08 219 T Plus 1 UBC LL Load Case(s) O -W 0.34 867 T W -N 0.20 1042 C Checked for NonConcurrent 200 N -X 0.44 1098 T Lbs Moving Point Load applied X -M 0.30 1515 C at Panel Points and Mid -panel M -C 0.63 1577 T on BC D -C 0.23 1171 C Jt React Uplft Size Req'd LL Defl -0.47" in P -F L/484 Lbs Lbs In-Sx In-Sx TL Defl -0.64" in P -F L/357 L 2454 0 3- 8 1- 2 Shear // Grain in E -G 0.40 D 1180 0 3- 8 1- 0 DL Defl -0.25" at F L/905 Membr CSI P Lbs Axl-CSI-Bnd Plates for each ply each face. ----------Top Chords---------- PLATING CONFORMS TO TPI. A -K 0.10 124 T 0.01 0.09 REPORTS: SBCCI 9761 K -I 0.10 1517 C 0.01 0.09 ROBBINS ENGINEERING, INC. I -T 0.16 2321 C 0.04 0.12 USING GROSS AREA TEST. T -U 0.37 3506 C 0.17 0.20 Plate - LOCK 20 Ga, Gross Area U -V 0.53 4561 C 0.30 0.23 Plate - RHS 20 Ga, Gross Area V -Y 0.32 5101 C 0.22 0.10 Jt Type Plt Size X Y JSI Y -E 0.71 5101 C 0.15 0.56 K LOCK 5.Ox 6.0 1.5-1.5 0.96 E -G 0.88 4994 C 0.12 0.76 I LOCK 4.Ox 4.0-0.5-0.5 0.99 Robbins Engineering Inc./Online Plus- 0 1996-2005 Version 16.0.014 Engineering -Portrait 1/16/2008 1:30:18 PM Pagel HO 1-4-0 4x4 5x4 X C N M 4x4 4x6 8-9-12 T LOCK 4.Ox Y LOCK 1.Ox Z LOCK 1.0x X LOCK 4.Ox C LOCK 5.0x B LOCK 1.Ox L LOCK 5.0x S LOCK 6.Ox J LOCK 4.Ox R LOCK 4.Ox F LOCK 1.0x H LOCK 2.Ox N LOCK 4.Ox M LOCK 4.Ox D LOCK 1.0x D lx4 i1 W:308 R:1180 Scale: 0.312" = 1' .0 Ctr-0.5 0.90 .0 Ctr-0.5 0.98 .0 Ctr-0.5 0.98 .0-0.2-0.5 0.90 .0-0.8-1.0 1.00 .0 Ctr 0.5 0.98 .0 Ctr 1.0 0.72 .0-1.0 1.5 0.96 .0 0.5 0.5 0.90 .0 Ctr 0.5 0.90 .0 Ctr 0.5 0.98 .0 0.2 Ctr 0.60 .0 0.2 0.5 0.90 .0 0.2 0.5 1.00 .0 Ctr 0.5 0.98 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 5101 Lbs Quality Control Factor 1.25 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING d BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering ALRAITF FT14 1 M100 170708 10400 0 0 ALRAITF (Engle/Allora Elv.1/M#13243) HO 1-4-0 HO 1-4-0 TC 1-2-4 2-0-0 1-2-4 4x6 4x4 3x3 3x3 3x3 3x4 3x3 4x4 4x6 A O P E G S2 Q R C 1-4-0 B D 2x3 <1 N M S1 L F H K J I 2x3 II 5x4 3x4 3x6 3x3 lx4 lx4 3x3 3x4 5x4 J Common Diagonal: 1-3-0 HGR HGR R:1009 R:1009 BC - - ------8-9-12_ --- - - - -- -- - - - B-9-12 - -- - - -- - -- - -- --- 17-7-8 - - ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus- B -N 0.22 0 T 0.00 0.22 N -M 0.51 1895 T 0.12 0.39 Online Plus -- Version 18.0.014 M -S1 0.59 3053 T 0.21 0.38 RUN DATE: 16-JAN-06 S1-L 0.54 3053 T 0.50 0.04 L -F 0.89 3669 T 0.44 0.45 CSI -Size- ----Lumber---- F -H 0.89 3669 T 0.44 0.45 TC 0.50 4x 2 SP42 H -K 0.89 3669 T 0.44 0.45 BC 0.89 4x 2 SP-#1 K -J 0.59 3053 T 0.21 0.38 WB 0.53 4x 2 SP-#3 J -I 0.51 1895 T 0.12 0.39 I -D 0.25 0 T 0.00 0.25 Brace truss as follows: ------------- Webs ------------- O.C. From To B -A 0.10 550 C TC Cont. 0- 0- 0 17- 7- 8 B -A 0.10 550 C BC Cont. 0- 0- 0 17- 7- 8 A -N 0.53 1335 T N -0 0.24 1240 C Loading Live Dead (psf) 0 -M 0.33 824 T TC 40.0 10.0 M -P 0.15 785 C BC 0.0 5.0 P -L 0.21 525 T Total 40.0 15.0 55.0 L -E 0.13 649 C Spacing 24.0" F -E 0.09 242 T Lumber Duration Factor 1.00 H -G 0.09 242 T Plate Duration Factor 1.00 G -K 0.13 649 C TC Fb=1.15 Fc=1.10 Ft=1.10 K -Q 0.21 525 T BC Fb=1.10 Fc=1.10 Ft=1.10 Q -J 0.15 785 C J -R 0.33 824 T Plus 2 Unbalanced Load Cases R -I 0.24 1240 C Plus 1 UBC LL Load Case(s) I -C 0.53 1335 T Plus 1 BC LL Load Case(s) D -C 0.10 550 C D -C 0.10 550 C Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx B 1009 0 3- 8 1- 0 D 1009 0 3- 8 1- 0 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -0 0.35 1003 C 0.01 0.34 O -P 0.40 2488 C 0.06 0.34 P -E 0.50 3365 C 0.12 0.38 E -G 0.48 3669 C 0.07 0.41 G -S2 0.50 3365 C 0.12 0.38 S2-Q 0.47 3365 C 0.12 0.35 Q -R 0.40 2488 C 0.06 0.34 R -C 0.35 1003 C 0.01 0.34 --------Bottom Chords --------- LLDefl -0.25" in F -H L/819 TL Defl -0.34" in F -H L/608 Shear // Grain in S1-L 0.51 DL Defl -0.13" at H L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr-0.5 0.88 O LOCK 4.Ox 4.0 Ctr-0.5 0.76 R LOCK 4.Ox 4.0 Ctr-0.5 0.76 C LOCK 4.Ox 6.0 Ctr-0.5 0.88 N LOCK 5.Ox 4.0-0.5 1.0 0.94 M LOCK 3.Ox 4.0-0.2 Ctr 0.94 F LOCK 1.0x 4.0 Ctr 0.5 0.98 Scale: 0.352" = 1 H LOCK 1.0x 4.0 Ctr 0.5 0.98 J LOCK 3.Ox 4.0 0.2 Ctr 0.94 I LOCK 5.Ox 4.0 0.5 1.0 0.94 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 3669 Lbs Quality Control Factor 1.25 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering. Inc./Online Plus" C 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 1:30:1 i PM Page 1 Job Mark I Quan Type Span P1-H1 Left OH Right OH I Engineering A RAI TF FT17 1 M100 60300 10400 0 0 ALRAITF (Engle/Allora Elv.1/M#13243) 1-4-0 HO 1-4-0 V 3x3 B lx4 3x3 G Ho 1-4-0 1-0-0 3x3 lx4 H F• tonunon E 3x3 3x3 HGR R: 337 BC - 6-3-0 6-3-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- A -G 0.36 250 C 0.00 0.36 G -H 0.36 382 C 0.00 0.36 Online Plus -- Version 18.0.014 H -C 0.17 0 T 0.00 0.17 RUN DATE: 16-JAN-06--------Bottom Chords --------- B -F 0.28 0 T 0.00 0.28 CSI -Size- ----Lumber---- F -E 0.54 469 T 0.06 0.48 TC 0.36 4x 2 SP-#2 E -D 0.47 267 T 0.02 0.45 BC 0.54 4x 2 SP42 ------------- Webs ------------- WB 0.13 4x 2 SP-#3 B -A 0.06 332 C A -F 0.13 341 T Brace truss as follows: F -G 0.06 303 C O.C. From To G -E 0.03 120 C TC Cont. 0- 0- 0 6- 3- 0 E -H 0.09 235 T BC Cont. 0- 0- 0 6- 3- 0 H -D 0.08 406 C D -C 0.00 21 C Loading Live Dead (psf) TC 40.0 10.0 BC 0.0 5.0 Total 40.0 15.0 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx B 338 0 3- 8 1- 0 D 337 0 4- 8 1- 0 LL Defl 0.02" in F -E L/999 TL Defl 0.01" in F -E L/999 Shear // Grain in A -G 0.25 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI C LOCK 1.0x 4.0 Ctr-0.5 0.90 B LOCK 1.0x 4.0 Ctr 0.5 0.90 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. D x3 f W:408 R: 336 Scale: 0.893" = 1' East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 406 Lbs Quality Control Factor 1.25 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Membr CSI P Lbs Axl-CSI-Bnd NOTES: ----------Top Chords---------- Trusses Manufactured by: Robbins Engineering. Inc.lOnline Plus- 0 1996-2005 Version 18.0.014 Engineering • Portrait 1/1612006 1:30:19 PM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ALIZAI TF FT4 1 1 M100 30400 10400 0 0 ALRAITF (Engle/Allora Elv.1/M#13243) HO 1-4-0 HO 1-4-0 3x3 F 3x3 Common Diagonal: 1-3-0 HGR R: 838 HC 3-4-0 - - - - 3-4-0 _.. ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus- Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Online Plus -- Version 18.0.014 B 839 0 3- 8 1- 0 RUN DATE: 16-JAN-06 D 838 0 3- 8 1- 0 CSI -Size- ----Lumber---- TC 0.85 4x 2 SP-#1 BC 0.51 4x 2 SP-#2 WB 0.25 4x 2 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 4- 0 BC Cont. 0- 0- 0 3- 4- 0 Loading Live Dead (psf) TC 40.0 10.0 BC 0.0 5.0 Total 40.0 15.0 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.00 Plate Duration Factor 1.00 plf - Live Dead From To TC V 80 20 0.0' 3.3' BC V 0 10 0.0' 3.3' TC V 300 113 0.0' 3.3' Plus 1 UBC LL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.85 455 C 0.00 0.85 F -C 0.85 0 T 0.00 0.85 --------Bottom Chords --------- * -E 0.27 0 T 0.00 0.27 E -D 0.51 673 T 0.05 0.46 ------------- Webs ------------- B -A 0.16 830 C A -E 0.25 624 T E -F 0.09 467 C F -D 0.18 923 C D -C 0.03 195 C LL Defl 0.00" in E -D L/999 TL Defl -0.01" in E -D L/999 Shear // Grain in A -F 0.95 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI C LOCK 1.0x 4.0 Ctr-0.5 0.90 B LOCK 1.0x 4.0 Ctr 0.5 0.90 Checked for NonConcurrent 200 Lbs Moving Point Load applied REFER TO ROBBINS ENG. GENERAL at Panel Points and Mid -panel NOTES AND SYMBOLS SHEET FOR on BC ADDITIONAL SPECIFICATIONS. Robbins Engineering. Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering • Ponrai: 1/16/2006 1:30:11 PM Page 1 lx4 r HGR R: 838 Scale: 0.804" = 1 NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 923 Lbs Quality Control Factor 1.25 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ALAA1 TF FGI I 1*2P FLAT 100808 10400 0 0 ALRAITF (Engle/Allora Elv.1/M#13243) 1-4-0 Ho 1-4-n TC D #4x10 wn 1-A-n L n !+ 3x3 3x10 �� w:400 R:2719 BC 10-8 -8 - -- - - - - - - - 10-8-8 - - - -- - - ALL PLATES ARE LOCK20, # a PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 *************** * 2-Ply Truss *************** CSI -Size- ----Lumber---- TC 0.83 2x 4 SP-#2 BC 0.57 2x 4 SP-SS WB 0.75 2x 4 SP-#3 EX D -A 2x 6 SP-#2 EX H -B 2x 4 SP-#2 EX C -B 2x 6 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 10- 8- 8 BC Cont. 0- 0- 0 10- 8- 8 Loading Live Dead (psf) TC 40.0 10.0 BC 0.0 5.0 Total 40.0 15.0 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.00 Plate Duration Factor 1.00 plf - Live Dead From To TC V 80 20 0.0' 10.7' BC V 0 10 0.0' 10.7' TC V 220 83 0.0' 10.7' TC V 611 229 4.2' CL-LB Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on AC Robbins engineering, Inc./Online Plus- D 2719 0 4- 0 1-10 C 2538 0 4- 8 1- 8 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -G 0.83 0 T 0.00 0.83 G -I 0.62 7025 C 0.16 0.46 I -B 0.60 5503 C 0.10 0.50 --------Bottom Chords --------- D -E 0.57 7025 T 0.41 0.16 E -H 0.48 5503 T 0.32 0.16 H -C 0.09 0 T 0.00 0.09 ------------- Webs ------------- D -A 0.03 815 C D -G 0.75 7257 C E -G 0.05 579 C E -I 0.32 1604 T H -I 0.17 1799 C H -B 0.67 5805 T C -B 0.09 2488 C LL Defl -0.13" in E -H L/889 TL Defl -0.19" in E -H L/647 Shear // Grain in A -G 0.73 DL Defl -0.12" at E L/960 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI G LOCK 3.Ox 8.0-1.0 Ctr 0.97 B# LOCK 4.Ox12.0-0.6-0.1 0.69 D# LOCK 4.Ox10.0-0.4-0.1 0.76 E LOCK 3.Ox 3.0 0.5 Ctr 0.87 H LOCK 3.0x10.0 1.5 Ctr 0.97 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Jt React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by: Robbins Engineering, Inc./Online Plus"" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 1:30:10 PM Pace 1 W:408 R:2536 Scale: 0.548" = 1' East Coast Lumber Analysis Conforms To: FBC2004 2 COMPLETE TRUSSES REQUIRED. Fasten together in staggered pattern. (1/2" bolts -OR- SDS3 screws -OR- 10d nails as each layer is applied.) ----Spacing (In) ---- Rows Nails Screws Bolts TC 1 6 17 0 BC 1 12 24 0 WB 1 4 4 Plus clusters of nails where shown. Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. This truss must be installed as shown. It cannot be installed upside-down. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Unbalanced Loads Checked Load Factors = 1.00 and 0.00 Max comp. force 7257 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ALRAI TF FT9 1 1 M100 140008 10400 0 0 ALRAITF (Envle/Allora Elv.1/M#13243) 1-4-0 HO 1-4-0 TC lx3 lx4 lx4 lx4 lx4 lx4 AE Q R S T 14-0-8 -14- 2- 0- - -- - - lx4 ix4 lx4 U v w HO 1-4-0 1x4 lx4 lx4 2x3 X Y Z B D lx4 F P O N M L K J I H G lx3 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 Common Diagonal: 1-2-8 C 2x3 - BC- -------- - -- - - --- - - - - -- -- -- 14-0-8 - - 14-0-8 ALL PLATES ARE LOCK20 - - - - - - - -.. Scale: 0.436" = 1' Robbins Engineering, inc./Online Plus- --------Bottom Chords--------- Z LOCK 1.0x 4.0 Ctr-0.5 0.90 D -P 0.21 0 T 0.00 0.21 D LOCK I.Ox 4.0 Ctr 0.5 0.90 Online Plus -- Version 18.0.014 P -0 0.23 0 T 0.00 0.23 P LOCK 1.Ox 4.0 Ctr 0.5 0.90 RUN DATE: 16-JAN-06 0 -N 0.23 0 T 0.00 0.23 0 LOCK 1.Ox 4.0 Ctr 0.5 0.90 N -M 0.23 0 T 0.00 0.23 N LOCK 1.Ox 4.0 Ctr 0.5 0.90 CSI -Size- ----Lumber---- M -L 0.23 0 T 0.00 0.23 M LOCK 1.0x 4.0 Ctr 0.5 0.90 TC 0.08 4x 2 SP-#2 L -K 0.23 0 T 0.00 0.23 L LOCK 1.0x 4.0 Ctr 0.5 0.90 BC 0.23 4x 2 SP-#2 K -J 0.23 0 T 0.00 0.23 K LOCK 1.0x 4.0 Ctr 0.5 0.90 WB 0.02 4x 2 SP-#3 J -I 0.23 0 T 0.00 0.23 J LOCK 1.0x 4.0 Ctr 0.5 0.90 I -H 0.23 0 T 0.00 0.23 I LOCK 1.0x 4.0 Ctr 0.5 0.90 Brace truss as follows: H -G 0.22 0 T 0.00 0.22 H LOCK 1.0x 4.0 Ctr 0.5 0.90 O.C. From To G -C 0.15 0 T 0.00 0.15 G LOCK 1.0x 4.0 Ctr 0.5 0.90 TC Cont. 0- 0- 0 14- 0- 8 ------------- Webs ------------- BC Cont. 0- 0- 0 14- 0- 8 D -A 0.01 58 C 0.01 0.00 P -Q 0.02 142 C REFER TO ROBBINS ENG. GENERAL Loading Live Dead (psf) O -R 0.02 131 C NOTES AND SYMBOLS SHEET FOR TC 40.0 10.0 N -S 0.02 133 C ADDITIONAL SPECIFICATIONS. BC 0.0 5.0 M -T 0.02 133 C Total 40.0 15.0 55.0 L -U 0.02 133 C NOTES: Spacing 24.0" K -V 0.02 133 C Trusses Manufactured by: Lumber Duration Factor 1.00 J -W 0.02 133 C East Coast Lumber Plate Duration Factor 1.00 I -X 0.02 132 C Analysis Conforms To: TC Fb=1.15 Fc=1.10 Ft=1.10 H -Y 0.02 138 C FBC2004 BC Fb=1.10 Fc=1.10 Ft=1.10 G -Z 0.01 97 C Design checked for LL on BC C -B 0.00 15 C per BOCA (section 1606.2.3), Plus 1 UBC LL Load Case(s) C -B 0.00 15 C IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Checked for NonConcurrent 200 LL Defl 0.00" in D -P L/999 Design checked for 10 psf non- Lbs Moving Point Load applied TL Defl 0.00" in D -P L/999 concurrent LL on BC. at Panel Points and Mid -panel Shear // Grain in D -P 0.18 This truss must be'installed on BC DL Defl 0.00" at L/999 as shown. It cannot be installed upside-down. Jt React Uplft Size Req'd Plates for each ply each face. Max comp, force 142 Lbs Lbs Lbs In-Sx In-Sx PLATING CONFORMS TO TPI. Quality Control Factor 1.25 Cont. Brg 0- 0- 0 to 14- 0- 8 REPORTS: SBCCI 9761 1538 0 Hz = 0 ROBBINS ENGINEERING, INC. FABRICATOR NOTES: USING GROSS AREA TEST. 1. EAST COAST LUMBER & SUPPLY Membr CSI P Lbs Axl-CSI-Bnd Plate - LOCK 20 Ga, Gross Area J.C. WEBER P.E.#17455 ----------Top Chords---------- Plate - RHS 20 Gal, Gross Area 5285 ST. LUCIE BLVD. A -Q 0.08 16 C 0.00 0.08 Jt Type Plt Size X Y JSI FORT PIERCE FL. 34946 Q -R 0.08 16 C •0.00 0.08 A LOCK 1.Ox 4.0 Ctr-0.5 0.90 2. !!!CAUTION!!! READ "SCSI-B1 R -S 0.07 16 C 0.00 0.07 Q LOCK 1.0x 4.0 Ctr-0.5 0.90 SUMMARY SHEET" BEFORE S -T 0.07 16 C 0.00 0.07 R LOCK 1.0x 4.0 Ctr-0.5 0.90 HANDLING , INSTALLING & T -U 0.07 16 C 0.00 0.07 S LOCK 1.0x 4.0 Ctr-0.5 0.90 BRACING TRUSSES. U -V 0.07 16 C 0.00 0.07 T LOCK I.Ox 4.0 Ctr-0.5 0.90 3. SEE ATTACHED DETAIL SHEET V -W 0.07 16 C 0.00 0.07 U LOCK 1.0x 4.0 Ctr-0.5 0.90 FOR: 1-JACK NAILS. W -X 0.07 16 C 0.00 0.07 V LOCK 1.Ox 4.0 Ctr-0.5 0.90 2-TBRACE. 3-BEARING BLOCK. X -Y 0.08 16 C 0.00 0.08 W LOCK 1.0x 4.0 Ctr-0.5 0.90 4. DESIGNER: LG Y -Z 0.08 16 C 0.00 0.08 X LOCK 1.Ox 4.0 Ctr-0.5 0.90 Z -B 0.05 16 C 0.00 0.05 Y LOCK 1.0x 4.0 Ctr-0.5 0.90 Robbins Engineering. Inc./Online Plus '1 0 1995.2005 Version 18.0.014 Engineering - Portrait 1/16/2006 1:30:14 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ALIlAI TF FT8 1 5 M100 140500 10400 0 0 ALRAITF (Engle/Allora Elv.1/M#13243) HO 1-4-0 HO 1-4-0 W 0 TC - - - - -:12 - - 2-0-0 - -- 8 -4 - - - - - - -- 9-4 _ .9-4-.. - - - - - - ------14- 6- 8--- -- -- - - - - - -- - ---7- 3- 4---------- -- 1-4-0 lx3 lx3 4x4 3x3 3x3 lx4 3x3 3x3 3x3 4x4 A C 9 R H J a T E P O I K N M L 4x4 3x3 3x3 lx4 3x3 3x3 4x4 Common Diagonal: 1-3-0 F�' W:700 R: 820 SC- - - - 7-0-12-- - - - - --- ---- - - - - 14-5-0 - - ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- S -T 0.29 1534 C 0.01 0.28 T -E 0.22 524 C 0.00 0.22 Online Plus -- Version 18.0.014--------Bottom Chords--------- RUNDATE: 16-JAN-06 B -P 0.28 0 T 0.00 0.28 P -0 0.60 1488 T 0.13 0.47 CSI -Size- ----Lumber---- 0 -I 0.71 2292 T 0.21 0.50 TC 0.50 4x 2 SP42 I -K 0.76 2458 T 0.38 0.38 BC 0.76 4x 2 SP42 K -N 0.76 2458 T 0.38 0.38 WB 0.42 4x 2 SP-#3 N -M 0.64 2042 T 0.19 0.45 M -L 0.47 994 T 0.09 0.38 Brace truss as follows: L -G 0.23 0 T 0.00 0.23 O.C. From To ------------- Webs ------------- TC Cont. 0- 0- 0 14- 5- 0 B -A 0.16 814 C BC Cont. 0- 0- 0 14- 5- 0 A -P 0.42 1052 T P -Q 0.19 993 C Loading Live Dead (psf) Q -0 0.22 565 T TC 40.0 10.0 0 -R 0.11 549 C BC 0.0 5.0 R -I 0.21 526 T Total 40.0 15.0 55.0 I -H 0.05 274 C Spacing 24.0" K -J 0.08 206 T Lumber Duration Factor 1.00 J -N 0.09 482 C Plate Duration Factor 1.00 N -S 0.18 468 T TC Fb=1.15 Fc=1.10 Ft=1.10 S -M 0.14 706 C BC Fb=1.10 Fc=1.10 Ft=1.10 M -T 0.29 747 T T -L 0.17 884 C Plus 2 Unbalanced Load Cases L -E 0.37 923 T Plus 1 UBC LL Load Case(s) G -E 0.16 812 C Plus 1 BC LL Load Case(s) LL Defl -0.13" in K -N L/999 Checked for NonConcurrent 200 TL Defl -0.17" in K -N L/940 Lbs Moving Point Load applied Shear // Grain in K -N 0.29 at Panel Points and Mid -panel DL Defl -0.12" at K L/999 on BC Plates for each ply each face. Jt React Uplft Size Req'd PLATING CONFORMS TO TPI. Lbs Lbs In-Sx In-Sx REPORTS: SBCCI 9761 B 820 0 7- 0 1- 0 ROBBINS ENGINEERING, INC. G 820 0 3- 8 1- 0 USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Membr CSI P Lbs Axl-CSI-Bnd Plate - RHS 20 Ga, Gross Area ----------Top Chords---------- Jt Type Plt Size X Y JSI A -Q 0.36 774 C 0.00 0.36 A LOCK 4.Ox 4.0 0.5-0.5 0.79 Q -R 0.39 1895 C 0.03 0.36 H LOCK 1.0x 4.0 Ctr-0.5 0.90 R -H 0.50 2458 C 0.03 0.47 T LOCK 3.Ox 3.0-0.2 Ctr 1.00 H -J 0.50 2458 C 0.03 0.47 E LOCK 4.Ox 4.0-0.5-0.5 0.76 J -S 0.37 2310 C 0.02 0.35 B LOCK 1.Ox 4.0 Ctr 0.5 0.90 Robbins Engineering. Inc./Online Plus" 0 1996.2005 Version 16.0.014 Engineering - Portrait 1/16/2006 1:30:13 PM Pagel W:308 R: 820 G 2x3 Scale: 0.421" = 1' P LOCK 4.Ox 4.0 Ctr 0.5 0.96 K LOCK 1.0x 4.0 Ctr 0.5 0.90 M LOCK 3.Ox 3.0 0.2 Ctr 1.00 L LOCK 4.Ox 4.0 Ctr 0.5 0.83 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 2458 Lbs Quality Control Factor 1.25 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering A RAI TF FT7 1 6 M100 130408 10400 0 0 ALRAITF (Engle/Allora Elv.1/M#13243) HO 1-4-0 HO 1-4-0 TC 10-12 2-0-0 1-1-4 - - - - - - -- - -- - --13- 6- 0 - - 7- 3- 4 - - - 1-4-0 1x3 4x4 3x3 3x3 1x4 3x3 3x3 4x6 4x4 3x3 3x3 1x4 3x3 4x4 Common Diagonal: 1-3-0 n W:700 HGR R: 762 R: 782 BC 7-1-12 -- - - - 6-2-12 - - - --- - 13-4-8 -- - - - - -- - - ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- Q -E 0.38 745 C 0.00 0.38 --------Bottom Chords--------- OnlinePlus -- Version 18.0.014 B -N 0.28 0 T 0.00 0.28 RUN DATE: 16-JAN-06 N -M 0.59 1368 T 0.12 0.47 M -H 0.67 2042 T 0.35 0.32 CSI -Size- ----Lumber---- H -J 0.82 2126 T 0.34 0.48 TC 0.46 4x 2 SP42 J -L 0.82 2126 T 0.34 0.48 BC 0.82 4x 2 SP42 L -K 0.59 1397 T 0.13 0.46 WB 0.39 4x 2 SP-#3 K -F 0.31 0 T 0.00 0.31 ------------- Webs ------------- Brace truss as follows: B -A 0.14 755 C O.C. From To A -N 0.38 965 T TC Cont. 0- 0- 0 13- 4- 8 N -0 0.18 915 C BC Cont. 0- 0- 0 13- 4- 8 0 -M 0.19 491 T M -P 0.08 443 C Loading Live Dead (psf) P -H 0.15 398 T TC 40.0 10.0 H -G 0.04 199 C BC 0.0 5.0 J -I 0.08 211 T Total 40.0 15.0 55.0 I -L 0.12 612 C Spacing 24.0" L -Q 0.21 527 T Lumber Duration Factor 1.00 Q -K 0.18 906 C Plate Duration Factor 1.00 K -E 0.39 992 T TC Fb=1.15 Fc=1.10 Ft=1.10 F -E 0.08 427 C BC Fb=1.10 Fc=1.10 Ft=1.10 F -E 0.08 427 C Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx B 763 0 7- 0 1- 0 F 782 0 3- 8 1- 0 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -0 0.35 710 C 0.00 0.35 0 -P 0.38 1722 C 0.03 0.35 P -G 0.33 2126 C 0.00 0.33 G -I 0.46 2126 C 0.02 0.44 I -Q 0.45 1765 C 0.01 0.44 LL Defl -0.13" in M -H L/999 TL Defl -.0.17" in M -H L/876 Shear // Grain in G -I 0.27 DL Defl -0.12" at H L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 4.0 0.5-0.5 0.72 G LOCK 1.0x 4.0 Ctr-0.5 0.90 E LOCK 4.Ox 6.0 Ctr-0.5 0.65 B LOCK 1.0x 4.0 Ctr 0.5 0.90 N LOCK 4.Ox 4.0 Ctr 0.5 0.88 J LOCK 1.Ox 4.0 Ctr 0.5 0.90 K LOCK 4.Ox 4.0 Ctr 0.5 0.91 Scale: 0.456" = 1' REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 2126 Lbs Quality Control Factor 1.25 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering. Inc./Online Plus" 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/15/2006 1:30:13 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ALRAI TF FT6 1 3 M100 130700 10400 0 0 ALRAITF (Engle/Allora Elv.1/M#13243) HO 1-4-0 HO 1-4-0 W 0 TC 10-12 2-070 1-3-12 ~ _--- - ------ ---- 13- 8- 8-------- - . . - - - - - - -7- 3- 4 -- - - - ---- -- _ ix3 C lx3 4x4 3x3 3x3 lx4 3x3 3x3 4x4 A P Q H J R E 1-4-0 `1 H lx4 DD I 0 N 4x4 3x3 lJd3 700 R: 771 HC•- ---- --- -- ----�-1-12 I K 3x3 lx4 Common Diagonal: 1-3-0 - - -- - 13-7-0 - - ALL PLATES ARE LOCK20 H lx4 DD I 0 N 4x4 3x3 lJd3 700 R: 771 HC•- ---- --- -- ----�-1-12 I K 3x3 lx4 Common Diagonal: 1-3-0 - - -- - 13-7-0 - - ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus- R -E 0.40 725 C 0.00 0.40 --------Bottom Chords --------- OnlinePlus -- Version 18.0.014 B -0 0.28 0 T 0.00 0.28 RUN DATE: 16-JAN-06 0 -N 0.60 1386 T 0.13 0.47 N -I 0.68 2080 T 0.20 0.48 CSI -Size- ----Lumber---- I -K 0.81 2177 T 0.35 0.46 TC 0.45 4x 2 SP-#2 K -M 0.81 2177 T 0.35 0.46 SC 0.81 4x 2 SP-#2 M -L 0.49 1391 T 0.13 0.36 WB 0.39 4x 2 SP-#3 L -G 0.28 0 T 0.00 0.28 ------------- Webs ------------- Brace truss as follows: B -A 0.15 764 C O.C. From To A -0 0.39 978 T TC Cont. 0- 0- 0 13- 7- 0 0 -P 0.18 927 C BC Cont. 0- 0- 0 13- 7- 0 P -N 0.20 502 T N -Q 0.09 460 C Loading Live Dead (psf) Q -I 0.16 420 T TC 40.0 10.0 I -H 0.04 207 C BC 0.0 5.0 K -J 0.07 192 T Total 40.0 15.0 55.0 J -M 0.12 635 C Spacing 24.0" M -R 0.20 519 T Lumber Duration Factor 1.00 R -L 0.18 926 C Plate Duration Factor 1.00 L -E 0.39 986 T TC Fb=1.15 Fc=1.10 Ft=1.10 G -E 0.15 771 C BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load-Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx B 771 0 7- 0 1- 0 G 777 0 3- 8 1- 0 LL Defl -0.14" in N -I L/999 TL Defl -0.17" in N -I L/885 Shear // Grain in H -J 0.27 DL Defl -0.12" at I L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 4.0 0.5-0.5 0.73 H LOCK 1.Ox 4.0 Ctr-0.5 0.90 Membr CSI P Lbs Axl-CSI-Bnd E LOCK 4.Ox 4.0-0.5-0.5 0.74 ----------Top Chords---------- B LOCK 1.0x 4.0 Ctr 0.5 0.90 A -P 0.35 719 C 0.00 0.35 0 LOCK 4.Ox 4.0 Ctr 0.5 0.90 P -Q 0.38 1747 C 0.03 0.35 K LOCK 1.0x 4.0 Ctr 0.5 0.90 Q -H 0.35 2177 C 0.02 0.33 L LOCK 4.Ox 4.0 Ctr 0.5 0.90 H -J 0.45 2177 C 0.02 0.43 J -R 0.44 1761 C 0.01 0.43 G M L 2x3 3x3 4x4 P tZ 6-5-4 W:308 R: 777 Scale: 0.445" = 1' REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 2177 Lbs Quality Control Factor 1.25 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus'" Q 1996.2005 Version 16.0.014 Engineering - Portrait 1/16l2006 1:30:12 PM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ALRAITF FTS 1 M100 130700 10400 0 0 ALRAITF (Engle/Allora Elv.1/M#13243) HO 1-4-0 HO 1-4-0 TC. - - - - - 13-7-0- - - - - -- -- 13- 8- 8 lx3 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 2x3 1-4-0 A C P Q li T u IF e B lx4 D O N M L R J I H G lx3 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 Common Diagonal: 1-2-8 F 2x3 BC- - -- -- - - - -- - 13-7-0--- ALL PLATES ARE LOCK20 Scale: 0.450" = 1' Robbins Engineering, Inc./Online Plus" X -E 0.08 15 C 0.00 0.08 X LOCK 1.Ox 4.0 Ctr-0.5 0.90 --------Bottom Chords--------- B LOCK 1.Ox 4.0 Ctr 0.5 0.90 Online Plus -- Version 18.0.014 B -0 0.21 0 T 0.00 0.21 0 LOCK 1.0x 4.0 Ctr 0.5 0.90 RUN DATE: 16-JAN-06 O -N 0.23 0 T 0.00 0.23 N LOCK 1.0x 4.0 Ctr 0.5 0.90 N -M 0.23 0 T 0.00 0.23 M LOCK 1.0x 4.0 Ctr 0.5 0.90 CSI -Size- ----Lumber---- M -L 0.23 0 T 0.00 0.23 L LOCK 1.Ox 4.0 Ctr 0.5 0.90 TC 0.08 4x 2 SP-#2 L -K 0.22 0 T 0.00 0.22 K LOCK 1.Ox 4.0 Ctr 0.5 0.90 BC 0.23 4x 2 SP-#2 K -J 0.22 0 T 0.00 0.22 J LOCK 1.0x 4.0 Ctr 0.5 0.90 WB 0.02 4x 2 SP-#3 J -I 0.23 0 T 0.00 0.23 I LOCK 1.0x 4.0 Ctr 0.5 0.90 I -H 0.23 0 T 0.00 0.23 H LOCK 1.0x 4.0 Ctr 0.5 0.90 Brace truss as follows: H -G 0.23 0 T 0.00 0.23 G LOCK 1.0x 4.0 Ctr 0.5 0.90 O.C. From To G -F 0.22 0 T 0.00 0.22 TC Cont. 0- 0- 0 13- 7- 0 ------------- Webs ------------- BC Cont. 0- 0- 0 13- 7- 0 B -A 0.01 61- C 0.01 0.00 REFER TO ROBBINS ENG. GENERAL 0 -P 0.02 140 C NOTES AND SYMBOLS SHEET FOR Loading Live Dead (psf) N -Q 0.02 131 C ADDITIONAL SPECIFICATIONS. TC 40.0 10.0 M -R 0.02 133 C BC 0.0 5.0 L -S 0.02 133 C NOTES: Total 40.0 15.0 55.0 K -T 0.02 133 C Trusses Manufactured by: Spacing 24.0" J -U 0.02 133 C East Coast Lumber Lumber Duration Factor 1.00 I -V 0.02 133 C Analysis Conforms To: Plate Duration Factor 1.00 H -W 0.02 131 C FBC2004 TC Fb=1.15 Fc=1.10 Ft=1.10 G -X 0.02 140 C Design checked for LL on BC BC Fb=1.10 Fc=1.10 Ft=1.10 F -E 0.00 43 C per BOCA (section 1606.2.3), F -E 0.00 43 C IBC/IRC-2003,and FBC 2004 Plus 1 UBC LL Load Case(s) (section 1607.1), 20.0 psf. LL Defl 0.00" in G -F L/999 Design checked for 10 psf non - Checked for NonConcurrent 200 TL Defl 0.00" in G -F L/999 concurrent LL on BC. Lbs Moving Point Load applied Shear // Grain in B -0 0.18 This truss must be installed at Panel Points and Mid -panel DL Defl 0.00" at L/999 as shown. It cannot be on BC installed upside-down. Plates for each ply each face. Max comp. force 140 Lbs Jt React Uplft Size Req'd PLATING CONFORMS TO TPI. Quality Control Factor 1.25 Lbs Lbs In-Sx In-Sx REPORTS: SBCCI 9761 Cont. Brg 0- 0- 0 to 13- 7- 0 ROBBINS ENGINEERING, INC. FABRICATOR NOTES: 1488 0 Hz = 0 USING GROSS AREA TEST. 1. EAST COAST LUMBER & SUPPLY Plate - LOCK 20 Gat, Gross Area J.C. WEBER P.E.#17455 Membr CSI P Lbs Axl-CSI-Bnd Plate - RHS 20 Ga, Gross Area 5285 ST. LUCIE BLVD. ----------Top Chords---------- Jt Type Plt Size X Y JSI FORT PIERCE FL. 34946 A -P 0.08 15 C 0.00 0.08 A LOCK 1.0x 4.0 Ctr-0.5 0.90 2. !!!CAUTION!!! READ "SCSI-Bl P -Q 0.08 15 C 0.00 0.08 P LOCK 1.0x 4.0 Ctr-0.5 0.90 SUMMARY SHEET" BEFORE Q -R 0.07 15 C 0.00 0.07 Q LOCK 1.0x 4.0 Ctr-0.5 0.90 HANDLING , INSTALLING & R -S 0.07 15 C 0.00 0.07 R LOCK 1.0x 4.0 Ctr-0.5 0.90 BRACING TRUSSES. S -T 0.07 15 C 0.00 0.07 S LOCK 1.0x 4.0 Ctr-0.5 0.90 3. SEE ATTACHED DETAIL SHEET T -U 0.07 15 C 0.00 0.07 T LOCK 1.0x 4.0 Ctr-0.5 0.90 FOR: 1-JACK NAILS. U -V 0.07 15 C 0.00 0.07 U LOCK 1.0x 4.0 Ctr-0.5 0.90 2-TBRACE. 3-BEARING BLOCK. V -W 0.07 15 C 0.00 0.07 V LOCK 1.0x 4.0 Ctr-0.5 0.90 4. DESIGNER: LG W -X 0.08 15 C 0.00 0.08 W LOCK 1.Ox 4.0 Ctr-0.5 0.90 Robbins Engineering. Inc./Online Plus" C 1996.2005 Version 18.0.014 Engineering - Portrait 1/1612006 1:30:12 PM Page 1 Job "lark I Quan Type Span P1-H1 Left OH Right OH I Engineering ALk4l TR GE4A 1 TR 210400 6 1- 2- 0 1- 2- 0 ALRAITR (Engle/Allora Elv.1/M#13243) 5-8-3 HO 4-3 TC 1-2-0 10-8-0 4x4 B 10-8-0 HO 4-3 1-2-0 3x4 =j / 7 7-- /-7 - :��-7 7 ems- -------- - ----------- 21-4-0 - - - - - --- --- - - ALL PLATES ARE LOCK20 See Joint D For Typical Gable Plate Size and Placement Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.08 2x 4 SP-#2 BC 0.18 2x 4 SP42 GW 0.04 2x 4 SP-#3 Brace truss as follows: O.C. From To- TC Cont. 0- 0- 0 21- 4- 0 BC Cont. 0- 0- 0 21- 4- 0 Loading Live Dead (psf) TIC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TIC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Cases) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 21- 4- 0 1899 789 Hz = 123 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -D 0.08 103 C 0.00 0.08 Robbins Engineering, Inc./Online Plus- B -M 0.03 143 T 0.00 0.03 M -O 0.04 90 T 0.00 0.04 0 -Q 0.04 48 C 0.00 0.04 Q -S 0.07 54 C 0.00 0.07 S -C 0.08 103 C 0.00 0.08 --------Bottom Chords --------- A -E 0.18 13 C 0.00 0.18 E -G 0.13 0 T 0.00 0.13 G -I 0.13 0 T 0.00 0.13 I -K 0.13 0 T 0.00 0.13 K -L 0.08 0 T 0.00 0.08 L -S1 0.05 0 T 0.00 0.05 SI-N 0.07 0 T 0.00 0.07 N -P 0.13 0 T 0.00 0.13 P -R 0.13 0 T 0.00 0.13 R -T 0.13 0 T 0.00 0.13 T -C 0.18 13 C 0.00 0.18 ----------Gable Webs ---------- E-D 0.03 182 C G -F 0.02 127 C I -H 0.03 144 C K -J 0.04 130 C L -B 0.02 62 C N -M 0.04 130 C P -O 0.03 144 C R -Q 0.02 127 C T -S 0.03 182 C LL Defl 0.00" in R -T L/999 TL Defl 0.00" in R -T L/999 Shear // Grain in A -E 0.15 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI D -F 0.07 54 C 0.00 0.07 F -H 0.04 48 C 0.00 0.04 H -J 0.04 90 T 0.00 0.04 REFER TO ROBBINS ENG. GENERAL J -B 0.03 143 T 0.00 0.03 NOTES AND SYMBOLS SHEET FOR Robbins Engineering. Inc./Online Plus- C 1996.2005 Version 18.0 014 Engineering - Portrait 1/16/2006 11.47:54 AM Pagel Scale: 0.284" = 1' ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TIC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 182 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark ALRA1 TR T4B ALRAITR (Engle/Allora Elv.l Quan Type Span P1-H1 Left OH Right OH I Engineering 9 TR 210400 6 1- 2- 0 1- 2- 0 H#13243) HO 4-3 TC 1-2-0 - _.10-8-0 10-8-0 4x4 B 5-8-3 #5x6 3x8 #5x6 W:800 R:1111 U: 554 - - - - - - --- Y1-4-0 ALL PLATES ARE LOCx20, # = PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.44 2x 4 SP42 BC 0.75 2x 4 SP-#2 WB 0.26 2x 4 SP-#3 Brace truss as follows: •O.C. From To TC Cont. 0- 0- 0 21- 4- 0 BC Cont. 0- 0- 0 21- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20..0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 BOCA Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 21.3' BC V 0 10 0.0' 21.3' BC V 30 0 6.7' 14.7' BC V 40 0 9.6' 11.7' Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus - Hz = -122 C 1111 555 8- 0 1- 5 HE = 123 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -F 0.33 1868 C 0.15 0.18 F -B 0.44 1621 C 0.04 0.40 B -G 0.44 1621 C 0.04 0.40 G -C 0.33 1868 C 0.15 0.18 --------Bottom Chords --------- A -E 0.70 1671 T 0.30 0.40 E -S1 0.60 1056 T 0.19 0.41 S1-D 0.75 1056 T 0.19 0.56 D -C 0.70 1671 T 0.30 0.40 ------------- Webs ------------- F -E 0.06 326 C E -B 0.26 641 T B -D 0.26 641 T D -G 0.06 326 C LL Defl -0.28" in S1-D L/848 TL Defl -0.36" in S1-D L/668 Shear // Grain in E -S1 0.26 DL Defl -0.12" at S1 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 4.0 Ctr 0.1 0.93 C LOCK 4.Ox 4.0 Ctr 0.1 0.93 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx NOTES: A 1111 555 8- 0 1- 5 Trusses Manufactured by: Robbins Engineering, Inc./Online Plus'u 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 11:47:54 AM Pagel HO 4-3 1-2-0 W:800 R:1111 U: 554 Scale: 0.284" = 1' East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1868'Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ALRA1 TR T4C 1 3 TR 210400 6 0 1- 2- 0 ALRAM (Engle/Allora Elv.1/M#13243) HO 4-3 HO 4-3 TC 10-8-0 10-8-0 1-2.-0 4x4 B 5-8-3 4 #5x6 3x8 #5x6 W:800 W:800 R:1015 R:1111 U: 518 U: 554 BC- - - - - --- -- -- - ---- - - - ---21-4-0 --- - - -. - - - .. - -- - - - --- - - - --- --- ---- 21-4-0 - ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.296" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.44 2x 4 SP-#2 BC 0.75 2x 4 SP42 WB 0.26 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 21- 4- 0 BC Cont. 0- 0- 0 21- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 BOCA Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 21.3' BC V 0 10 0.0' 21.3' BC V 30 0 6.7' 14.7' BC V 40 0 9.6' 11.7' Plus 6 Wind Load Cases) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus" Hz = -122 C 1111 555 8- 0 1- 5 Hz = 123 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.33 1868 C 0.15 0.18 F -B 0.44 1621 C 0.04 0.40 B -G 0.44 1621 C 0.04 0.40 G -C 0.33 1868 C 0.15 0.18 --------Bottom Chords --------- A -E 0.70 1671 T 0.30 0.40 E -S1 0.60 1056 T 0.19 0.41 S1-D 0.75 1056 T 0.19 0.56 D -C 0.70 1671 T 0.30 0.40 ------------- Webs ------------- F -E 0.06 326 C E -B 0.26 641 T B -D 0.26 641 T D -G 0.06 326 C LL Defl -0.28" in S1-D L/848 TL Defl -0.36" in S1-D L/668 Shear // Grain in E -S1 0.26 DL Defl -0.12" at S1 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gal, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 4.0 Ctr 0.1 0.93 C LOCK 4.Ox 4.0 Ctr 0.1 0.93 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1868 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx NOTES: A 1015 519 8- 0 1- 3 Trusses Manufactured by: Robbins Enaineering. Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 11:47:55 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ALRA1 TR G4E 1 1 MONO 70600 6 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) 4-1-3 HO 4-3 HO 4-1-3 TC 7-6-0 E D 4x6 5x8 2x4 B C 3x4 7% W:800 W:400 11:3000 R:2999 U:1220 U:1295 BC ----- - ---7-6-0 - . -- ----- - - - - -- - 7-6-0 ALL PLATES ARE LOCK20 Scale: 0.451" = 1' Robbins Engineering, Inc./Online Plus - A 3000 1221 8- 0 3- 9 REFER TO ROBBINS ENG. GENERAL Hz = 177 NOTES AND SYMBOLS SHEET FOR Online Plus -- Version 18.0.014 C 3000 1296 4- 0 3- 9 ADDITIONAL SPECIFICATIONS. RUN DATE: 16-JAN-06 Hz = 252 CSI -Size- ----Lumber---- TC 0.41 2x 4 SP-#2 BC 0.52 2x 6 SP-SS WB 0.90 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 6- 0 BC Cont. 0- 0- 0 7- 6- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 7.5' BC V 0 10 0.0' 7.5' BC V 360 360 0.0' 7.5' Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.41 3856 C 0.12 0.29 F -G 0.15 2070 C 0.12 0.03 G -B 0.06 84 C 0.00 0.06 --------Bottom Chords --------- A -E 0.52 3473 T 0.24 0.28 E -D 0.38 3473 T 0.24 0.14 D -C 0.30 1858 T 0.12 0.18 ------------- Webs ------------- E -F 0.55 1758 T F -D 0.34 1958 C D -G 0.90 2831 T G -C 0.57 2775 C C -B 0.10 77 C WindLd LL Defl -0.03" in E -D L/999 TL Defl -0.06" in E -D L/999 Shear // Grain in A -E 0.82 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 3.Ox 6.0 0.4 0.2 0.92 A LOCK 4.Ox 4.0 0.3 0.1 0.92 F LOCK 5.Ox 4.0-0.9-0.4 0.93 G LOCK 6.Ox 6.0-0.9-0.4 0.92 E LOCK 4.Ox 6.0 Ctr-1.6 0.95 D LOCK 5.Ox 8.0 1.0-0.6 0.90 C LOCK 3.Ox 4.0-1.0 Ctr 0.97 NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 3856 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 11:47:57 AM, Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ALRAI TR HIA 1*2P SP 380800. 6 1- 2- 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 4-3 NO 3-10-3 0 0 N O TC '~ 770-0 31-8-0 3x8 6x10 2x4 4x8 2x4 4x12 3x6 3x6S3 3x6 B X Y Q S1 R S T 5x6 C 2x4 3-10-3 5x6 O N 1-0-OG 5x6 1-0-OF A G M W - 0- 0 D 6x10R][2x4 4x8 2x4 II 2.4 H E R S2 J I 5x10 \ 2x4 6x10 3x8 3x6 5x6 w:800 12 w:400 11:3391 R:3342 U:1413 U:1408 F 5x16 BC 2-8-0 0 13-0-0 - -- - -- -.. - 22-0-0 - 0 0 0 .a - - - -- 38-8-0 -- - - ALL PLATES ARE LOCK20 Scale: 0.166" = 1' Robbins Engineering, Inc./Online Plus" Mtmbr CSI P Lbs Axl-CSI-Bnd BASED ON SP LUMBER ----------Top Chords---------- USING GROSS AREA TEST. Online Plus -- Version 18.0.014 A -N 0.20 6605 C 0.05 0.15 Plate - LOCK 20 Ga, Gross Area RUN DATE: 16-JAN-06 N -O 0.83 13871 C 0.25 0.58 Plate - RHS 20 Ga, Grose Area .•.•.••►.••:••. O -B 0.84 13333 C 0.26 0.58 it Typo Plt Size X Y JSI + 2-Ply Truss • B -X 0.34 10616 C 0.16 0.18 A LOCK 5.Ox 6.0 1.4 0.6 0.96 ••••••••••••••• X -Y 0.23 10616 C 0.14 0.09 N LOCK S.Ox 6.0 0.4 0.2 0.96 Y -Q 0.32 12984 C 0.25 0.07 B LOCK 6.0x10.0 1.0-4.1 0.99 CSI -Size- ----Lumber---- Q -Sl 0.60 12865 C 0.36 0.24 S1 LOCK 4.Oxl2.0 Ctr-0.2 0.88 TC 0.84 2x 4 SP-SS S1-R 0.61 12865 C 0.36 0.25 R LOCK 3.Ox 6.0-0.5 Ctr 0.99 EX S3-C 2x 4 SP-#2 R -S 0.32 9402 C 0.11 0.21 T LOCK 3.Ox 6.0-0.5 Ctr 0.98 BC 0.77 2x 4 SP-#2 S -S3 0.24 7770 C 0.07 0.17 C LOCK 5.0x 6.0-0.5 Ctr 0.92 EX H -G 2x 4 SP-SS S3-T 0.58 7770 C 0.12 0.46 H LOCK 5.Ox10.0-1.7 4.2 0.86 EX G -F 2x 4 SP-SS T -C 0.50 4714 C 0.04 0.46 G LOCK 6.0x10.0 Ctr-0.5 0.99 CW 0.70 2x 4 SP-112 --------Bottom Chords--------- W LOCK 4.Ox 8.0-0.5 Ctr 0.88 WB 0.90 2x 4 SP-#3 A -H 0.72 5795 T 0.53 0.19 F LOCK 5.Oxl6.0 Ctr 0.7 0.97 EX N -G 2x 4 SP-#2 H -G 0.86 7057 T 0.33 0.53 K LOCK 6.Ox10.0-1.0 Ctr 0.98 EX F -K 2x 4 SP-#2 G -M 0.49 7878 T 0.37 0.12 J LOCK 3.Ox 6.0 0.5 Ctr 0.98 M -W 0.40 7873 T 0.37 0.03 I LOCK 5.Ox 6.0 0.5 Ctr 0.92 Brace truss as follows: W -V 0.59 12177 T 0.57 0.02 O.C. From To V -F 0.77 12177 T 0.57 0.20 TC Cont. 0- 0- 0 38- 8- 0 E -K 0.30 672 T 0.03 0.27 REFER TO ROBBINS ENG. GENERAL BC Cont. 0- 0- 0 38- 8- 0 K -S2 0.77 7770 T 0.71 0.06 NOTES AND SYMBOLS SHEET FOR S2-J 0.73 7770 T 0.71 0.02 ADDITIONAL SPECIFICATIONS. Loading Live Dead (psf) J -I 0.49 4714 T 0.43 0.06 TC 20.0 15.0 1 -D 0.28 160 T 0.00 0.28 NOTES: BC 0.0 5.0 ---------- Chord -Webs ---------- Trusses Manufactured by: Total 20.0 20.0 40.0 E -F 0.70 251 T 0.00 0.70 East Coast Lumber Spacing 24.0" F -Q 0.03 680 C 0.03 0.00 Analysis Conforms To: Lumber Duration Factor 1.25 -------------Webs------------- FBC2004 Plate Duration Factor 1.25 H -N 0.32 4164 C Girder Half Hip TC Fb=1.00 Fc=1.00 Ft-1.00 N -G 0.58 6371 T Framing Ring Jacks BC Fb=1.00 Fc=1.00 Ft=1.00 G -O 0.17 1067 T Jack Open Faced G -B 0.81 5068 T Setback 7- 0- 0 Load Case Al 1 Girder Loading M -B 0.08 526 T 2 COMPLETE TRUSSES REQUIRED. Lumber Duration Factor 1.25 B -W 0.54 3395 T Fasten together in staggered Plate Duration Factor 1.25 W -X 0.05 687 C pattern. (1/2" bolts -OR- plf - Live Dead From To W -Y 0.16 2000 C SDS3 screws -OR- 10d nails TC V 40 30 0.0' 38.7' V -Y 0.05 337 T as each layer is applied.) BC V 0 10 0.0' 38.7' Y -F 0.16 1024 T ----Spacing (In)---- TC V 50 38 7.0' 37.7' F -R 0.61 3832 T Rows Nails Screws Bolts TC V -40 -30 37.7' 38.7' F -K 0.82 8879 T TC 1 12 24 0 BC V 0 13 7.1' 37.7' K -R 0.21 2553 C BC 1 12 24 0 BC V 0 -10 37.7' 38.7' K.-S 0.31 1950 T WB 1 4 4 BC V 280 280 7.1' CL-LB J -S 0.15 1886 C Plus clusters of nails where J -T 0.58 3651 T shown. I -T 0.24 2949 C OH Loading Plus 6 Wind Load Case(s) I -C 0.90 5633 T Soffit psf 2.0 Plus 1 UBC LL Load Case(s) D -C 0.27 3306 C WindLd Design checked for LL on BC per BOCA (section 1606.2.3), Checked for NonConcurrent 200 LL Defl -0.59" in V -F L/763 IBC/IRC-2003,and FBC 2004 Lbs Moving Point Load applied TL Defl -1.19" in V -F L/379 (section 1607.1), 20.0 psf. at Panel Points and Mid -panel Shear // Grain in H -G 0.74 Design checked for 10 psf non - on BC DL Defl -0.89" at E L/507 concurrent LL on BC. Hz Disp LL DL TL Prevent truss rotation at all Jt React Uplft Size Req'd it D 0.22" 0.22" 0.44" bearing locations. Lbs Lbs In-Sx In-Sx Wind Loads - ANSI / ASCE 7-02 A 3391 1414 8- 0 2- 0 Plates for each ply each face. Truss is designed as a Main Hz = 131 PLATING CONFORMS TO TPI. Wind-Forco Rociatance System. D 3342 1409 4- 0 2- 0 REPORTS: SBCCI 9761 Wind Speed: 120 mph Hz - 225 ROBBINS ENGINEERING, INC. Mean Roof Height: 25-0 Robbins Engineering. Inc./Online PlusT" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 11:47:46 AM Page 1 of 2 Job Mark Quan Type Span Pi -Hi Left OH Right OH Engineering ALRAI TR H1A 1*2P SP 380800 6 1- 2- o o c0r1 1 . ALRAITR (Engle/Allora Elv.1/M#13243) Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 13871 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering. Inc./Online Plus- 0 199E-2005 Version 18.0.014 Engineering • Portrait 1/16/2006 11:47:46 AM Page 2 of 2 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering ALRAI TR HIB 1 1 SP 380800 6 1- 2- 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 4-3 HO 4-10-3 0 0 N O TC 9-0-0 29-8-0 5x8 2x4 7x6 3x8 3x6 3x8 3x6 4x6 B S 0 S1 P S3 Q C 6 4-10-3 7x6 1-0-OG L 1-0-OF 4x6 A 6x6 R kx4 G K 1- 0- 0 F / / y- H 6x10 W:800 5x8 .12 R:1642 U: 674 BC 2-8-0_ o -- -- - - 0 0 0 ­1 5x10 J S2 I 3x6 3x8 3x8 12-0-0 -- ---- o - ---- - - - - - 22-0-0 - - 0 0 0 ,r -- - - 38-e-0 ALL PLATES ARE LOCK20 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.81 2x 4 SP-#2 BC 0.87 2x 4 SP-#2 EX H -G 2x 4 SP-SS EX F -E 2x 4 SP-SS WB 0.98 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 38- 8- 0 BC Cont. 0- 0- 0 38- 8- 0 WB 1 rows CLB on E -P WB 1 rows CLB on I -C Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Robbins Engineering, Inc./Online Plus" B -S 0.81 4127 C 0.24 0.57 S -0 0.51 4128 C 0.11 0.40 0 -S1 0.47 3225 C 0.07 0.40 SI-P 0.66 3225 C 0.16 0.50 P -S3 0.59 3113 C 0.06 0.53 S3-Q 0.73 3113 C 0.06 0.67 Q -C 0.74 2057 C 0.08 0.66 --------Bottom Chords --------- A -H 0.58 2619 T 0.43 0.15 H -G 0.69 3202 T 0.27 0.42 G -K 0.84 3621 T 0.60 0.24 K -F 0.74 2959 T 0.31 0.43 F -E 0.68 4047 T 0.35 0.33 E -J 0.87 3113 T 0.32 0.55 J -S2 0.53 2057 T 0.21 0.32 S2-I 0.72 2057 T 0.21 0.51 I -D 0.62 204 T 0.00 0.62 ------------- Webs ------------- H -L 0.30 1888 C L -G 0.98 3083 T G -M 0.03 108 T G -R 0.85 2650 T R -K 0.19 820. C K -B 0.16 510 T B -F 0.41 1308 T F -S 0.05 235 C F -O 0.73 2302 T E -O 0.80 2471 C E -P 0.07 221 T 1 Br J -P 0.18 578 C J -Q 0.56 1242 T I -Q 0.39 1225 C I -C 0.78 2436 T 1 Br D -C 0.49 1515 C WindLd LL Defl -0.42" in F -E L/999 TL Defl -0.84" in F -E L/539 Shear // Grain in F -E 0.78 DL Defl -0.65" at F L/698 Hz Disp LL DL TL Jt D 0.18" 0.18" 0.37" A 1643 675 8- 0 1-15 Plates for each ply each face. Hz = 163 PLATING CONFORMS TO TPI. D 1547 659 4- 0 1-13 REPORTS: SBCCI 9761 Hz = 287 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER Membr CSI P Lbs Axl-CSI-Bnd USING GROSS AREA TEST. ----------Top Chords---------- Plate - LOCK 20 Ga, Gross Area A -L 0.27 2982 C 0.06 0.21 Plate - RHS 20 Ga, Gross Area L -M 0.71 6415 C 0.28 0.43 Jt Type Plt Size X Y JSI M -R 0.78 6320 C 0.30 0.48 A LOCK 4.Ox 6.0 Ctr 0.1 0.99 R -B 0.38 3298 C 0.07 0.31 B LOCK 5.Ox 8.0 Ctr-0.1 0.98 Robbins Engineering, Inc./Online Plus TM 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 11:47:47 AM Page 1 D 2x4 W:400 R:1546 U: 658 Scale: 0.166" = 1' C LOCK 4.Ox 6.0-0.5 Ctr 0.97 H LOCK 5.Ox 8.0-1.6 3.8 0.98 G LOCK 6.0x10.0 Ctr-0.5 0.99 F LOCK 8.Ox12.0 Ctr 0.5 0.99 E LOCK 5.0x10.0 1.7 4.2 0.98 I LOCK 3.Ox 8.0 1.5 Ctr 1.00 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1601.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 6415 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING b BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-SEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering ALRAI TR HI C 1 1 SP 380800 6 1- 2- 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 4-3 HO 10-3 0 0 w 0 TC 'y 11-070 17-8-0 10-070 Sx6 4x6 3x6 3x6 5x8 B N S1 O C 5-10-3 1-0-OG 1-0-OF 5x8 CEZ W:800 R:1639 U: 683 bC 2-8-0 0 0 0 0 H 12 5x10 3x6 3x6 3x6 _ 12_0_0 - - 0 -- 22-0-0 0 0 0 - - - - -- - 38-8-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR 6 5x6 #3x4 a W:600 R:1550 U: 650 Scale: 0.168" = 1' Robbins Engineering, Inc./Online P1us- S1-O 0.44 2621 C 0.04 0.40 H LOCK 5.Ox 8.0-1.6 3.8 0.98 0 -C 0.44 2601 C 0.04 0.40 G LOCK 6.Ox 8.0 Ctr-0.5 0.97 Online Plus -- Version 18.0.014 C -P 0.30 2282 C 0.13 0.17 F LOCK 6.Ox 6.0 Ctr-0.5 0.98 RUN DATE: 16-JAN-06 P -S 0.34 2390 C 0.06 0.28 E LOCK 5.0x10.0 1.7 4.2 0.84 --------Bottom Chords--------- CSI -Size- ----Lumber---- A -H 0.54 2587 T 0.43 0.11 # = Plate Monitor used TC 0.53 2x 4 SP-112 H -G 0.64 3210 T 0.27 0.37 BC 0.71 2x 4 SP-#2 G -J 0.55 5326 T 0.46 0.09 REFER TO ROBBINS ENG. GENERAL EX H -G 2x 4 SP-SS J -F 0.46 2594 T 0.13 0.33 NOTES AND SYMBOLS SHEET FOR EX G -F 2x 4 SP-SS F -E 0.58 3437 T 0.29 0.29 ADDITIONAL SPECIFICATIONS. EX F -E 2x 4 SP-SS E -Q 0.71 2601 T 0.27 0.44 WB 0.97 2x 4 SP-#3 Q -S2 0.60 2038 T 0.21 0.39 NOTES: EX D -S 2x 6 SP-#2 S2-I 0.55 2038 T 0.21 0.34 Trusses Manufactured by: I -T 0.57 2149 T 0.22 0.35 East Coast Lumber Brace truss as follows: T -D 0.40 144 T 0.00 0.40 Analysis Conforms To: O.C. From To -------------Webs------------- FBC2004 TC Cont. 0- 0- 0 38- 8- 0 H -K 0.31 1943 C OH Loading BC Cont. 0- 0- 0 38- 8- 0 K -G 0.97 3040 T Soffit psf 2.0 WB 1 rows CLB on E -N G -L 0.51 1594 T Design checked for LL on BC Attach CLB with (2)-10d nails L -J 0.47 2052 C per BOCA (section 1606.2.3), at each web. J -R 0.05 302 C IBC/IRC-2003,and FBC 2004 J -B 0.37 1161 T (section 1607.1), 20.0 psf. Loading Live Dead (pef) B -F 0.22 689 T Design checked for 10 psf non- TC 20.0 15.0 F -N 0.58 1838 T concurrent LL on BC. BC 0.0 5.0 E -N 0.42 2193 C 1 Br NOTE: USER MODIFIED PLATES Total 20.0 20.0 40.0 E -0 0.10 131 T This design may have plates Spacing 24.0" Q -0 0.20 455 C selected through a plate Lumber Duration Factor 1.25 Q -C 0.29 772 T monitor. Plate Duration Factor 1.25 I -C 0.08 264 T Wind Loads - ANSI / ASCE 7-02 TC Fb=1.15 Fc=1.10 Ft=1.10 I -P 0.11 227 C Truss is designed as a Main BC Fb=1.10 Fc=1.10 Ft=1.10 T -P 0.05 249 C Wind -Force Resistance System. T -S 0.69 2169 T Wind Speed: 120 mph D -S 0.09 1523 C WindLd Mean Roof Height: 25-0 Plus 6 Wind Load Case(s) Exposure Category: B Plus 1 UBC LL Load Case(s) LL Defl -0.33" in J -F L/999 Occupancy Factor : 1.00 TL Defl -0.71" in J -F L/637 Building Type: Enclosed Checked for NonConcurrent 200 Shear // Grain in H -G 0.59 Zone location: Exterior Lbs Moving Point Load applied DL Defl -0.48" at F L/943 TC Dead Load 7.0 psf at Panel Points and Mid -panel Hz Disp LL DL TL BC Dead Load 3.0 psf on BC Jt D 0.15" 0.16" 0.31" Max comp. force 6269 Lbs Quality Control Factor 1.00 Jt React Uplft Size Req'd Plates for each ply each face. Lbs Lbs In-Sx In-Sx PLATING CONFORMS TO TPI. FABRICATOR NOTES: A 1639 684 8- 0 1-15 REPORTS: SBCCI 9761 1. EAST COAST LUMBER 6 SUPPLY Hz = -150 ROBBINS ENGINEERING, INC. J.C. WEBER P.E.#17455 D 1550 650 6- 0 1-13 BASED ON SP LUMBER 5285 ST. LUCIE BLVD. Hz = 152 USING GROSS AREA TEST. FORT PIERCE FL. 34946 Plate - LOCK 20 Ga, Gross Area 2. !!!CAUTION!!! READ "SCSI-B1 Membr CSI P Lbs Axl-CSI-Bnd Plate - RHS 20 Ga, Gross Area SUMMARY SHEET" BEFORE ----------Top Chords---------- Jt Type Plt Size X Y JSI HANDLING , INSTALLING S A -K 0.26 2947 C 0.06 0.20 A LOCK 4.Ox 6.0 Ctr 0.1 0.98 BRACING TRUSSES. K -L 0.53 6269 C 0.28 0.25 K LOCK 5.Ox 6.0 0.4 0.2 0.97 3. SEE ATTACHED DETAIL SHEET L -S3 0.44 3738 C 0.11 0.33 L LOCK 3.Ox 6.0-0.9-0.4 0.94 FOR: 1-JACK NAILS. S3-R 0.35 3683 C 0.11 0.24 B LOCK 5.0x 6.0 0.3-3.4 0.83 2-TBRACE. 3-BEARING BLOCK. R -B 0.29 3737 C 0.22 0.07 N LOCK 4.Ox 6.0-0.5 Ctr 0.96 4. DESIGNER: LG B -N 0.44 3112 C 0.11 0.33 C LOCK 5.Ox 8.0 Ctr-0.1 0.98 N -S1 0.36 2621 C 0.04 0.32 S LOCK 6.Ox 6.0 Ctr-0.6 0.99 Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 11:47:47 AM Page 1 Job Mark ALRAITR HID ALRAITR (Engle/Allora Elv.l HO 4-3 0 O N O TC 13-0-0 6-10-3 Quan Type Span P1-H1 Left OH Right OH I Engineering 1 HIPP 380800 6 1- 2- 0 0 M#13243) HO 10-3 13-8-0 12-0-0 5x8 2x4 5x6 B K C l0 W:800 2x4 20G-RHS-5x10 3x6 3x6 4x8 3x6 3x8 2x4 W;600 R:1744 R:1654 U: 684 U: 648 BC - - - - --- - - - -- -- 38_8-0 - -- - - - - -- --- - -- 38-8-0 -- --- - EXCEPT AS SHOWN ALL PLATES ARE LOCK20• Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.60 2x 4 SP-#2 EX S4-N 2x 4 SP-SS BC 0.69 2x 4 SP-#2 EX S2-N 2x 4 SP-SS WB 0.39 2x 4 SP-#3 SL 0.09 2x 6 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 38- 8- 0 BC Cont. 0- 0- 0 38- 8- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, inc./Online Plus - A -J 0.51 3027 C 0.14 0.37 J -B 0.41 2510 C 0.04 0.37 B -K 0.60 2525 C 0.04 0.56 K -C 0.60 2525 C 0.04 0.56 C -S4 0.57 2395 C 0.09 0.48 S4-L 0.15 2487 C 0.06 0.09 L -0 0.58 2600 C 0.05 0.53 0 -N 0.54 1538 C 0.01 0.53 --------Bottom Chords --------- A -I 0.69 2708 T 0.24 0.45 I -S1 0.68 2708 T 0.26 0.42 S1-F 0.69 2708 T 0.26 0.43 F -S3 0.68 2237 T 0.21 0.47 S3-H 0.50 2237 T 0.37 0.13 H -E 0.65 2161 T 0.20 0.45 E -S2 0.59 2281 T 0.38 0.21 S2-G 0.38 2281 T 0.11 0.27 G -N 0.70 2281 T 0.19 0.51 ------------- Webs ------------- I -J 0.08 256 T J -F 0.39 529 C F -B 0.13 413 T B -H 0.19 399 T H -K 0.33 525 C H -C 0.24 506 T E -C 0.09 310 T E -L 0.17 247 C G -L 0.05 161 T ----------- Sliders ------------ O -N 0.09 1453 C LL Defl -0.22" in H -E L/999 TL Defl -0.40" in F -S3 L/999 Shear // Grain in 0 -0 0.82 DL Defl -0.28" at S2 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 Jt React Uplft Size Req'd ROBBINS ENGINEERING, INC. Lbs Lbs In-Sx In-Sx BASED ON SP LUMBER A 1745 685 8- 0 2- 1 USING GROSS AREA TEST. Hz = -165 Plate - LOCK 20 Gar Gross Area N 1654 649 6- 0 1-15 Plate - RHS 20 Ga, Gross Area Hz = 167 Jt Type Plt Size X Y JSI A LOCK 5.Ox 6.0 1.4 0.6 0.88 Membr CSI P Lbs Axl-CSI-Bnd B LOCK 5.Ox 8.0 Ctr-0.1 0.98 ----------Top Chords---------- C LOCK 5.Ox 8.0 Ctr-0.1 0.98 Robbins Engineering. Inc./Online Plus'- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 11.47:48 AN Page 1 Scale: 0.168" = 1 N LOCK 4.0x10.0-2.0 0.3 0.97 S1 RHS 5.0x10.0 Ctr 0.8 0.78 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 3027 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark ALRAITR HIE ALRAITR (Engle/Allora Elv.l Quan Type Span P1-H1 Left OH Right OH Engineering 1 HIPP 380400 6 1- 2- 0 0 H#13243) HO 4-3 0 0 N O TC 7-10-3 BC - - - - -- - - 9=8-0 - -- 13-8-0 5x6 3x6 5x6 B J C W:800 2x4 4x8 4x8 4x8 20G-RHS-5x10 6x6 R:1713 U: 679 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.84 2x 4 SP-#2 BC 0.80 2x 4 SP-#2 EX Sl-S2 2x 4 SP-SS WB 0.73 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 38- 4- 0 BC Cont. 0- 0- 0 38- 4- 0 WB 1 rows CLB on F -J WB 1 rows CLB on J -E Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) 38-4-0 -- - 38-4-0 _ EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -I 0.84 2896 C 0.21 0.63 I -B 0.65 2286 C 0.04 0.61 B -J 0.25 2034 C 0.02 0.23 J -C 0.25 1965 C 0.02 0.23 C -S3 0.51 2182 C 0.09 0.42 S3-K 0.63 2290 C 0.03 0.60 K -L 0.68 2504 C 0.12 0.56 --------Bottom Chords --------- A -H 0.80 2596 T 0.23 0.57 H -S1 0.72 2596 T 0.25 0.47 S1-F 0.72 2596 T 0.13 0.59 F -E 0.45 2105 T 0.10 0.35 E -S2 0.38 2260 T 0.19 0.19 S2-G 0.68 2260 T 0.22 0.46 G -M 0.56 196 T 0.00 0.56 ------------- Webs ------------- H -I 0.08 271 T I -F 0.62 646 C F -B 0.20 627 T F -J 0.04 140 C 1 Br J -E 0.08 265 C 1 Br E -C 0.18 591 T E -K 0.35 367 C G -K 0.06 232 C G -L 0.73 2276 T M -L 0.24 1587 C.WindLd LL Defl -0.22" in F -E L/999 TL Defl -0.40" in F -E L/999 Shear // Grain in Sl-F 0.43 DL Defl -0.19" at F L/999 Plus 1 BC LL Load Case(s) Plates for each ply each face.. PLATING CONFORMS TO TPI. Checked for NonConcurrent 200 REPORTS: SBCCI 9761 Lbs Moving Point Load applied ROBBINS ENGINEERING, INC. at Panel Points and Mid -panel BASED ON SP LUMBER on BC USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Jt React Uplft Size Req'd Plate - RES 20 Ga, Gross Area Lbs Lbs In-Sx In-Sx Jt Type Plt Size X Y JSI A 1714 679 8- 0 2- 0 A LOCK 4.Ox 6.0 Ctr 0.1 0.96 Hz = -204 I LOCK 5.0x 6.0 0.2 0.7 0.76 M 1624 643 3- 8 1-15 B LOCK 5.Ox 6.0 0.7-3.1 0.66 Hz = 205 C LOCK 5.Ox 6.0-0.7-3.1 0.66 L LOCK 6.Ox 6.0-0.5-0.6 0.86 Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 11:47:48 AM Page 1 HO 1-0-3 6 M 2x4 HGR R:1623 U: 643 Scale: 0.167" = 1' S1 LOCK 4.Ox 8.0 Ctr 0.2 0.97 S2 RHS 5.0x10.0 Ctr 0.8 0.78 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2896 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering ALRA1 TR Hl F I 1 HIPP 380400 6 1- 2- 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 4-3 0 0 N O TC 8-10-3 17-0-0 5-870 1578-0 Sx8 5x6 B C W:800 3x6 4x8 3x6 J #7x10 6x8 R:1806 U: 679 BC- - - -- - -------- - -- --- - ---- - --- -- - 38-4-0 - - - - - - 38-4-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.52 2x 4 SP-#2 BC 0.92 2x 4 SP-#2 WB 0.78 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 38- 4- 0 BC Cont. 0- 0- 0 38- 4- 0 WB 1 rows CLB on B -E Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1806 679 8- 0 2- 2 Hz = -230 N 1730 643 3- 8 2- 1 Hz = 232 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- RobbinsEngineering, Inc./Online P1us- S3-J 0.52 2916 C 0.14 0.38 J -B 0.34 2217 C 0.03 0.31 B -C 0.42 1946 C 0.04 0.38 C -K 0.28 2174 C 0.02 0.26 K -S2 0.31 2697 C 0.15 0.16 S2-L 0.37 2780 C 0.05 0.32 L -M 0.44 2701 C 0.09 0.35 --------Bottom Chords --------- A -H 0.81 2885 T 0.24 0.57 H -S1 0.71 2402 T 0.40 0.31 S1-F 0.82 2402 T 0.21 0.61 F -E 0.75 1974 T 0.33 0.42 E -G 0.92 2228 T 0.19 0.73 G -N 0.48 223 T 0.00 0.48 ------------- Webs ------------- I -H 0.09 364 C H -J 0.15 489 T J -F 0.58 642 C F -B 0.26 667 T B -E 0.05 151 C 1 Br E -C 0.22 585 T E -K 0.40 437 C K -G 0.15 354 T G -L 0.09 409 C G -M 0.78 2457 T N -M 0.27 1738 C WindLd LL Defl -0.29" in S1-F L/999 TL Defl -0.50" in E -G L/898 Shear // Grain in L -M 0.25 DL Defl -0.27" at S1 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RES 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 5.Ox 6.0 1.4 0.6 0.94 B LOCK 5.Ox 8.0 Ctr-0.1 0.98 C LOCK 5.Ox 6.0-0.7-3.1 0.66 M LOCK 6.Ox 6.0-0.5-0.6 0.91 S1 LOCK 4.Ox 8.0 Ctr 0.2 0.99 E# LOCK 7.0x10.0 1.3 Ctr 0.66 A -I 0.36 3229 C 0.16 0.20 I -S3 0.45 3011 C 0.14 0.31 # = Plate Monitor used Robbins Engineering. Inc./Online Plus' 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/16/2006 11:47:49 AM Page 1 HO 1-0-3 6 N 2x4 9 HGR R:1729 U: 643 Scale: 0.167" = 1 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 3229 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-Bl SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ALI9AI TR HI G 1 1 • HIPP 380400 6 1- 2- 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 4-3 HO 1-0-3 0 0 0 0 N CD O O TC ' 19-0-0 " 17-8-0 5x6 5x6 8 C 9-10-3 w:800 R:1783 U: 679 SC 3x6 3x8 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.90 2x 4 SP-#2 BC 0.88 2x 4 SP-#2 WB 0.78 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 38- 4- 0 BC Cont. 0- 0- 0 38- 4- 0 WB 1 rows CLB on J -F WB 1 rows CLB on F -C WB 1 rows CLB on E -K Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1784 679 8- 0 2- 2 Hz = -258 N 1706 643 3- 8 2- 0 Hz = 259 Membr CSI P Lbs Axl-CSI-Bnd 4x8 3x6 3x6 38-a-0 38-4-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus- ---------- Top Chords ---------- A -1 0.41 3139 C 0.12 0.29 I -S4 0.38 2922 C 0.05 0.33 S4-J 0.49 2825 C 0.05 0.44 J -B 0.46 1976 C 0.02 0.44 B -C 0.20 1758 C 0.11 0.09 C -K 0.32 2002 C 0.04 0.28 K -S3 0.33 2691 C 0.16 0.17 S3-L 0.54 2776 C 0.05 0.49 L -M 0.90 2693 C 0.16 0.74 --------Bottom Chords --------- A -H 0.87 2805 T 0.24 0.63 H -S1 0.69 2304 T 0.38 0.31 S1-F 0.83 2304 T 0.20 0.63 F -E 0.82 1759 T 0.29 0.53 E -S2 0.88 2110 T 0.35 0.53 S2-G 0.87 2110 T 0.18 0.69 G -N 0.57 250 T 0.00 0.57 ------------- Webs ------------- I -H 0.11 382 C H -J 0.17 546 T J -F 0.26 774 C 1 Br F -B 0.35 635 T F -C 0.07 219 T 1 Br C -E 0.34 650 T E -K 0.16 556 C 1 Br K -G 0.29 509 T G -L 0.14 487 C G -M 0.78 2441 T N -M 0.26 1698 C WindLd LL Defl -0.36" in S1-F L/999 TL Defl -0.55" in S1-F L/814 Shear // Grain in L -M 0.32 DL Defl -0.25" at S1 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 5.0x 6.0 1.4 0.6 0.91 B LOCK 5.Ox 6.0 0.7-3.1 0.66 C LOCK 5.Ox 6.0-0.7-3.1 0.91 6x8 6 I N 2x4 D HGR R:1706 U: 643 Scale: 0.167" = 1' M LOCK 6.Ox 6.0-0.5-0.6 0.92 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 3139 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus' © 1996.2005 Version 18.0.014 Engineering . Portrait 111612006 11:47:50 AN Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ALRAI TR H3A 1 1 HIPP 220000 3 1- 2- 0 1- 2- 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 4-3 HO 4-3 TC.1-.2-0�------7-0-0--- -- - - -• -- - - - 8-0-0 - - - 7-0-0 1-2-0 4x10 2x4 B I 4x10 C 2-1-3 R:1929 R:1929 U:. 807 U: 807 Bc.-...----...--- --- --- ----------------- 22_0_0 - ---- --------- -- - - ---- - - 22-0-0 ALL PLATES ARE LOCK20, # - PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.93 2x 4 SP-#2 BC 0.58 2x 6 SP-SS WB 0.30 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 22- 0- 0 BC Cont. 0- 0- 0 22- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 22.0' BC V 0 10 0.0' 22.0' TC V 50 38 7.0' 15.0' BC V 0 13 7.1' 14.9' BC V 280 280 7.1' CL-LB BC V 280 280 14.9' CL-LB Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1930 808 8- 0 2- 4 Hz = -25 Robbins Engineering, Inc./Online Plus" D 1930 808 8- 0 2- 4 Hz = 26 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -H 0.73 6359 C 0.36 0.37 H -B 0.74 6337 C 0.33 0.41 B -I 0.93 7013 C 0.47 0.46 I -C 0.93 7013 C 0.47 0.46 C -J 0.74 6337 C 0.33 0.41 J -D 0.73 6358 C 0.36 0.37 --------Bottom Chords --------- A -F 0.58 6151 T 0.42 0.16 F -G 0.55 6127 T 0.42 0.13 G -E 0.55 6126 T 0.42 0.13 E -D 0.58 6151 T 0.42 0.16 ------------- Webs ------------- H -F 0.02 111 T F -B 0.20 634 T B -G 0.30 960 T G -I 0.10 646 C G -C 0.30 960 T E -C 0.20 634 T E -J 0.02 111 T LL Defl -0.36" in F -G L/696 TL Defl -0.71" in F -G L/346 Shear // Grain in B -I 0.42 DL Defl -0.55" at G L/448 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI B LOCK 4.0x10.0-0.5 Ctr 0.93 C LOCK 4.0x10.0 0.5 Ctr 0.93 G# LOCK B.Ox16.0-0.1-1.5 0.75 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Scale: 0.278" = 1' NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder Step Down Hip Framing King Jacks Jack Open Faced Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 7013 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering. Inc./Online Plus'" V 1996-2005 Version 18.0.014 Engineering - Ponran 1/16/2006 11:47:53 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ALAAI TR H2A 1 2 HIPP 300000 6 1- 2- 0 1- 2- 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 4-3 HO 4-3 0 0 0 0 N N O O TC ~ 7-0-0 16-0-0 7-0-0 3x6 2x4 J K 6x8 6x8 B C 3-10-3 U:illl U:1111 BC 30-0-0 - - ------------ - - --30-0-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.210" = 1 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.69 2x 4 SP-#2 EX B -C 2x 4 SP-SS BC 0.61 2x 4 SP-SS WB 0.58 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 30- 0- 0 BC Cont. 0- 0- 0 30- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case All 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 30.0' BC V 0 10 0.0' 30.0' TC V 50 38 7.0' 23.0' BC V 0 13 7.1' 22.9' BC V 280 280 7.1' CL-LB BC V 280 280 22.9' CL-LB Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -I 0.66 5023 C 0.21 0.45 I -B 0.69 4938 C 0.20 0.49 B -J 0.63 5937 C 0.27 0.36 J -K 0.65 5935 C 0.28 0.37 K -C 0.63 5935 C 0.27 0.36 C -L 0.69 4939 C 0.20 0.49 L -D 0.66 5023 C 0.21 0.45 --------Bottom Chords --------- A -F 0.51 4440 T 0.42 0.09 F -H 0.50 4446 T 0.42 0.08 H -G 0.61 5937 T 0.56 0.05 G -E 0.50 4446 T 0.42 0.08 E -D 0.51 4440 T 0.42 0.09 ------------- Webs ------------- I -F 0.02 85 T F -B 0.19 626 T B -H 0.58 1811 T H -J 0.20 892 C J -G 0.09 150 C G -K 0.20 891 C G -C 0.58 1808 T E -C 0.19 627 T E -L 0.02 85 T LL Defl -0.30" in H -G L/999 TL Defl -0.61" in H -G L/580 Shear // Grain in B -J 0.58 DL Defl -0.44" at G L/804 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 3.Ox 8.0 2.4 1.1 0.90 A LOCK 6.Ox 6.0 6.3 1.9 0.87 B LOCK 6.Ox 8.0 1.4-3.8 0.97 C LOCK 6.Ox 8.0-1.4-3.8 0.97 D LOCK 3.Ox 8.0-2.4 1.1 0.90 D LOCK 6.Ox 6.0-6.3 1.9 0.87 H LOCK 5.0x10.0 Ctr-0.5 0.99 G# LOCK 6.Ox12.0-0.9-0.5 0.89 Lbs Lbs In-Sx In-Sx A 2654 1111 4- 0 3- 2 # = Plate Monitor used Hz = -85 D 2654 1111 4- 0 3- 2 REFER TO ROBBINS ENG. GENERAL Hz = 86 NOTES AND SYMBOLS SHEET FOR Robbins Engineering. Inc./Online Plus'- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 11:47:50 AM Page 1 ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder Step Down Hip Framing Ring Jacks Jack Open Faced Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor :'1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 5937 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-Bl SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering ALRAI TR H2B 1 2 HIPP 300000 6 1- 2- 0 1- 2- 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 4-3 HO 4-3 0 0 0 N O O N O TC. - - - 9=0-0 ---- -- •------- - --- 12-0-0-- - -- - -- - 9-0-0 5x8 2x4 5x8 B I C 4-10-3 W:400 R:1295 U: 539 - - - - - - - - 30-0-0 - ALL PLATES ARE LOCK20 3x6 3x6 4x8 3x6 3x6 Robbins Engineering, Inc./Online Plus- J -D 0.28 2156 C 0.01 0.27 --------Bottom Chords--------- OnlinePlus -- Version 18.0.014 A -F 0.79 1925 T 0.19 0.60 RUN DATE: 16-JAN-06 F -S2 0.52 1654 T 0.16 0.36 S2-G 0.59 1654 T 0.18 0.41 CSI -Size- ----Lumber---- G -S1 0.59 1654 T 0.18 0.41 TC 0.46 2x 4 SP42 S1-E 0.52 1654 T 0.16 0.36 BC 0.79 2x 4 SP42 E -D 0.79 1925 T 0.19 0.60 WB 0.15 2x 4 SP-#3 ------------- Webs ------------- H -F 0.11 300 C Brace truss as follows: F -B 0.10 328 T O.C. From To B -G 0.14 425 T TC Cont. 0- 0- 0 30- 0- 0 G -I 0.15 465 C BC Cont. 0- 0- 0 30- 0- 0 G -C 0.14 425 T E -C 0.10 328 T Loading Live Dead (psf) E -J 0.11 300 C TC 20.0 15.0 BC 0.0 5.0 LL Defl 0.15" in A -F L/999 Total 20.0 20.0 40.0 TL Defl -0.24" in E -D L/999 Spacing 24.0" Shear // Grain in B -I 0.30 Lumber Duration Factor 1.25 DL Defl -0.15" at G L/999 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 Plates for each ply each face. BC Fb=1.10 Fc=1.10 Ft=1.10 PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. Plus 6 Wind Load Case(s) BASED ON SP LUMBER Plus 1 UBC LL Load Cases) USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Checked for NonConcurrent 200 Plate - RHS 20 Ga, Gross Area Lbs Moving Point Load applied Jt Type Plt Size X Y JSI at Panel Points and Mid -panel A LOCK 4.Ox 6.0 Ctr 0.1 0.71 on BC B LOCK 5.Ox 8.0 Ctr-0.1 0.87 C LOCK 5.Ox 8.0 Ctr-0.1 0.87 Jt React Uplft Size Req'd D LOCK 4.Ox 6.0 Ctr 0.1 0.71 Lbs Lbs In-Sx In-Sx A 1296 540 4- 0 1- 8 Hz = -110 REFER TO ROBBINS ENG. GENERAL D 1296 540 4- 0 1- 8 NOTES AND SYMBOLS SHEET FOR Hz = ill ADDITIONAL SPECIFICATIONS. Membr CSI P Lbs Axl-CSI-Bnd NOTES: ----------Top Chords---------- Trusses Manufactured by: A -H 0.28 2156 C 0.01 0.27 East Coast Lumber H -B 0.22 1850 C 0.01 0.21 Analysis Conforms To: B -I 0.46 1992 C 0.02 0.44 FBC2004 I -C 0.46 1992 C 0.02 0.44 OH Loading C -J 0.22 1850 C 0.01 0.21 Soffit psf 2.0 Robbins Engineering. Inc./Online Plus'" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1116/2006 11:47:51 AM Paget W:400 R:1296 U: 539 Scale: 0.210" = 1 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2156 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-SEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering ALRA1 TR H2C 1 2 HIPP 300000 6 1- 2- 0 1- 2- 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 4-3 HO 4-3 0 0 0 0 N N O O TC '{ 11-0-0 8-0-0 11-0-0 5x6 5x6 B C 5-10-3 3x6 3x8 4x8 w:400 R:1357 U: 539 BC - -- - - 30-0-0 ALL PLATES ARE LOCK20 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.83 2x 4 SP-#2 BC 0.92 2x 4 SP-#2 WB 0.17 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 30- 0- 0 BC Cont. 0- 0- 0 30- 0- 0 WB 1 rows CLB on B -E Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1358 540 4- 0 1-10 Robbins Engineering, Inc./Online Plus'" A -G 0.38 2237 C 0.01 0.37 G -B 0.43 1877 C 0.02 0.41 B -C 0.83 1609 C 0.05 0.78 C -H 0.41 1835 C 0.01 0.40 H -D 0.37 2196 C 0.01 0.36 --------Bottom Chords --------- * -F 0.92 2000 T 0.18 0.74 F -S1 0.58 1641 T 0.15 0.43 S1-E 0.77 1641 T 0.16 0.61 E -D 0.91 1965 T 0.19 0.72 ------------- Webs ------------- G -F 0.17 363 C F -B 0.12 390 T B -E 0.04 126 T 1 Br C -E 0.10 389 T E -H 0.17 368 C LL Defl -0.23" in S1-E L/999 TL Defl -0.37" in A -F L/939 Shear // Grain in B -C 0.34 DL Defl -0.15" at S1 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING.GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Gar Gross Area it Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.74 B LOCK 5.Ox 6.0 0.7-3.1 0.73 C LOCK 5.Ox 6.0-0.7-3.1 0.59 D LOCK 4.Ox 6.0 Ctr 0.1 0.73 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Hz = -135 NOTES: D 1339 540 4- 0 1- 9 Trusses Manufactured by: Hz = 136 East Coast Lumber Analysis Conforms To: Membr CSI P Lbs Axl-CSI-Bnd FBC2004 ----------Top Chords---------- OH Loading Robbins Engineering. Inc./Online Plus" m 1996-2005 Version 18.0.014 Engineering -Portrait 1/16/2006 11:47:51 AM Pagel w:400 R:1339 U: 539 Scale: 0.210" = 1' Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2237 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering ALRAI TR H2D 1 2 HIPP 300000 6 1- 2- 0 1- 2- 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 4-3 HO 4-3 0 0 O o N N O O TC ~ 13-0-0 4-0-0 13-0-0 ~ 5x6 5x6 B C 6-10-3 3x6 3x8 4x8 w:400 w:400 11:1372 R:1361 U: 539 U: 539 -BC _ - - - - --- -- ---- - ----30_0_0 - _ - 30-0-0 - ALL PLATES ARE LOCK20 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.46 2x 4 SP42 BC 0.92 2x 4 SP-#2 WB 0.17 2x 4 SP-#3 Brace truss as follows: 0. C. From To TC Cont. 0- 0- 0 30- 0- 0 BC Cont. 0- 0- 0 30- 0- 0 WB 1 rows CLB on B -E Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Cases) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1372 540 4- 0 1-10 Hz = -160 Robbins Engineering, Inc./Online Plus- ---------- Top Chords ---------- A -I 0.46 2235 C 0.02 0.44 I -B 0.46 1878 C 0.02 0.44 B -C 0.14 1449 C 0.01 0.13 C -J 0.46 1851 C 0.02 0.44 J -D 0.46 2210 C 0.02 0.44 --------Bottom Chords --------- A -F 0.92 2005 T 0.18 0.74 F -S1 0.57 1459 T 0.24 0.33 S1-E 0.75 1459 T 0.14 0.61 E -D 0.92 1983 T 0.18 0.74 ------------- Webs ------------- I -F 0.17 447 C F -B 0.17 547 T B -E 0.04 135 T 1 Br C -E 0.16 515 T E -J 0.17 450 C LL Defl -0.26" in S1-E L/999 TL Defl -0.38" in A -F L/938 Shear // Grain in A -I 0.27 DL Defl -0.13" at S1 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.74 B LOCK 5.Ox 6.0 0.7-3.1 0.67 C LOCK 5.Ox 6.0-0.7-3.1 0.59 D LOCK 4.Ox 6.0 Ctr 0.1 0.73 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. D 1362 540 4- 0 1-10 NOTES: Hz = 161 Trusses Manufactured by: East Coast Lumber Membr CSI P Lbs Axl-CSI-Bnd Analysis Conforms To: Robbins Engineering. Inc./Online PlusiP 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/1612006 11:47:52 AM Page 1 Scale: 0.210" = 1' FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2235 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering ALR41 TR T2E 1 3 TR 300000 6 1- 2- 0 1- 2- 0 ALRAITR (Engle/Allora Elv.1/M#13243) Ho 4-3 HO 4-3 0 0 0 0 C4 N O O TC 15-0-0 157070 " 5x6 B 7-10-3 W:400 R:1388 U: 539 8C-- -- - --- - - -- - - - -- - Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.70 2x 4 SP-#2 BC 0.89 2x 4 SP-#2 WB 0.32 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 30- 0- 0 BC Cont. 0- 0- 0 30- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1389 540 4- 0 1-10 Hz = -185 C 1389 540 4- 0 1-10 Hz = 186 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.64 2278 C 0.03 0.61 3x6 4x8 3x6 30-0-0 - - - 30-0-0 ALL PLATES ARE LOCK20 Robbins Enaineering, Inc./Online Plus- F -S3 0.63 2037 C 0.02 0.61 S3-B 0.70 1914 C 0.10 0.60 B -S2 0.70 1914 C 0.10 0.60 S2-G 0.63 2037 C 0.02 0.61 G -C 0.64 2278 C 0.03 0.61 --------Bottom Chords --------- A -E 0.89 2048 T 0.18 0.71 E -S1 0.62 1330 T 0.22 0.40 S1-D 0.78 1330 T 0.12 0.66 D -C 0.89 2048 T 0.18 0.71 ------------- Webs ------------- F -E 0.17 499 C E -B 0.32 706 T B -D 0.32 705 T D -G 0.17 499 C LL Defl -0.36" in S1-D L/966 TL Defl -0.47" in S1-D L/750 Shear // Grain in F -S3 0.33 DL Defl -0.17" at S1 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.76 B LOCK 5.Ox 6.0 Ctr-0.1 0.59 C LOCK 4.Ox 6.0 Ctr 0.1 0.76 S1 LOCK 4.Ox 8.0 Ctr 0.2 0.84 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 W:400 R:1388 U: 539 Scale: 0.210" = 1' OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2278 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus" m 1996-2005 Version 18.0,014 Engineering - Portrait 1/16/2006 11:47:52 AM Pagel Job Mark AL'RAI TR I T2F ALRAITR (Engle/Allora Elv. Quan Type Span Pl-H1 Left OH Right OH I Engineering 3 TR 300000 6 1- 2- 0 0 HO 4-3 HO 4-3 0 O N O TC 15-0-0 15-0-0 5x6 B 7-10-3 W:800 R:1388 U: 539 BC.- --• ---- ----- -- --- - Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.70 2x 4 SP-#2 BC 0.88 2x 4 SP-#2 WB 0.33 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 30- 0- 0 BC Cont. 0- 0- 0 30- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1389 540 8- 0 1-10 Hz = -185 C 1293 503 4- 0 1- 8 Hz = 186 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.63 2280 C 0.03 0.60 6 3x6 4x8 3x6 ✓ W:400 R:1292 U: 503 - - - -- - 30-0-0 - - -- - - 30-0-0 30-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus- F -S3 0.62 2047 C 0.02 0.60 S3-B 0.70 1924 C 0.10 0.60 B -S2 0.70 1924 C 0.10 0.60 S2-G 0.62 2047 C 0.02 0.60 G -C 0.63 2280 C 0.03 0.60 --------Bottom Chords --------- A -E 0.88 2049 T 0.18 0.70 E -S1 0.63 1329 T 0.22 0.41 S1-D 0.79 1329 T 0.12 0.67 D -C 0.88 2049 T 0.18 0.70 -------------- Webs ------------- F -E 0.16 496 C E -B 0.33 715 T B -D 0.33 715 T D -G 0.16 496 C LL Defl -0.38" in S1-D L/921 TL Defl -0.49" in S1-D L/711 Shear // Grain in F -S3 0.33 DL Defl -0.18" at S1 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.76 B LOCK 5.Ox 6.0 Ctr-0.1 0.59 C LOCK 4.Ox 6.0 Ctr 0.1 0.76 S1 LOCK 4.Ox 8.0 Ctr 0.2 0.87 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Scale: 0.213" = 1 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2280 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus' " 0 1996-2005 Version 18.0.014 Engineering • Portrait 1r16/2006 11,47:53 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering ALRAI TR MSA 1 10 Sp 60208 4 1- 2- 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 3-15 HO 2-4-12 2x4 2-4-12 IL \I Cant:4- 0 W:300 R: 349 U: 127 aC - - - - -- 6-2-8- 6-2-8 ALL PLATES ARE LOCR20 Robbins Engineering, inc./Online Plus'" Hz = 126 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.39 2x 4 SP-#2 BC 0.53 2x 4 SP-#2 WB 0.03 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6- 2- 8 BC Cont. 0- 0- 0 6- 2- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.39 59 C 0.00 0.39 --------Bottom Chords --------- A -C 0.53 89 T 0.00 0.53 ------------- Webs ------------- C -B 0.03 185 C WindLd LL Defl -0.04" in A -C L/999 TL Defl -0.09" in A -C L/769 Shear // Grain in A -B 0.24 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 Lbs Moving Point Load applied NOTES: at Panel Points and Mid -panel Trusses Manufactured by: on BC East Coast Lumber Analysis Conforms To: Jt React Uplft Size Req'd FBC2004 Lbs Lbs In-Sx In-Sx OH Loading A 350 128 3- 0 1- 0 Soffit psf 2.0 Hz = 75 Design checked for LL on BC C 324 116 1- 8 1- 0 per BOCA (section 1606.2.3), Robbins Engineering, Inc./Online Plus"' 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/16/2006 11:47:57 AM Page 1 W:108 R: 324 U: 115 Scale: 0.633" = 1 IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 185 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-Hl Left OH Right OH I Engineering ALRA1 TR GSB 1 2 Sp 60208 4 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 3-15 HO 2-4-12 TC 6-2-8 2-4-12 Cant:4- 0 W:300 R: 726 U: 290 -HC • - - 2x4 C x4 W:10B R: 680 U: 299 - - 6-2-B 6-2-B ALL PLATES ARE LOCK20 Robbins Engineering, inc./Online Plus - at Panel Points and Mid -panel on BC Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 it CSI -Size- ----Lumber---- TC 0.47 2x 4 SP-#2 BC 0.71 2x 6 SP-#2 WB 0.03 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6- 2- 8 BC Cont. 0- 0- 0 6- 2- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 6.2' BC V 0 10 0.0' 6.2' BC V 73 73 0.0' 6.2' Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) A C React Uplft Size Req'd Lbs Lbs In-Sx In-Sx 727 290 3- 0 1- 0 Hz = 83 681 300 1- 8 1- 0 Hz = 127 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.47 56 C 0.00 0.47 --------Bottom Chords --------- A -C 0.71 91 T 0.00 0.71 ------------- Webs ------------- C -B 0.03 188 C WindLd LL Defl -0.06" in A -C L/999 TL Defl -0.12" in A -C L/535 Shear // Grain in A -C 0.39 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Scale: 0.633" = 1 Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 188 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Checked for NonConcurrent 200 Lbs Moving Point Load applied NOTES: Roobins Engineering. Inc./Online Plus- 0 1996-2005 version 18.0.014 Engineering • Portrait 1/16/2006 11:47:58 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ALRA1 TR T6B 1 3 TR 90400 6 1- 2- 0 1- 2- 0 ALRAITR (Engle/Allora Elv.1/M#13243) 4-0-3 HO 1-8-3 HO 1-8-3 TC 1-2-0 4-8-0 4-8-0 172-0 4x4 p4x10 HGR HGR R: 469 R: 485 U: 191 U: 194 BC '9-4_0 -- -- - - - -- 9-4-0 - - ALL PLATES ARE LOCK20, N = PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.23 2x 4 SP-#2 BC 0.37 2x 4 SP-#2 WB 0.08 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9- 4- 0 BC Cont. 0- 0- 0 9- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 - 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus- B -F 0.23 277 C 0.00 0.23 --------Bottom Chords --------- A -D 0.35 108 T 0.00 0.35 D -C 0.37 79 T 0.00 0.37 ------------- Webs ------------- A -E 0.05 353 C WindLd E -D 0.08 269 T D -B 0.03 109 C D -F 0.08 269 T C -F 0.05 353 C WindLd LL Defl 0.02" in A -D L/999 TL Defl -0.02" in D -C L/999 Shear // Grain in E -B 0.20 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X *Y JSI # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: it React Uplft Size Req'd East Coast Lumber Lbs Lbs In-Sx In-Sx Analysis Conforms To: A 469 192 3- 8 1- 0 FBC2004 Hz = -133 OH Loading C 485 194 3- 8 1- 0 Soffit psf 2.0 Hz = 94 Design checked for LL on BC per BOCA (section 1606.2.3), Membr CSI P Lbs Axl-CSI-Bnd IBC/IRC-2003,and FBC 2004 ----------Top Chords---------- (section 1607.1), 20.0 psf. E -B 0.23 277 C 0.00 0.23 Design checked for 10 psf non - Robbins Engineering. Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 11,47:56 AM Page 1 Scale: 0.456" = 1 concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 353 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING b BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ALRAI TR GE6A 1 1 TR 90400 6 1- 2- 0 1- 2- 0 ALRAITR (Engle/Allora Elv.1/M#13243) 4-0-3 HO 1-8-3 HO 1-8-3 TC .172-0- --- ---4-8-0 -- - - - -- -- - -4-8-0 - - 1-2_0 4x4 -.._ H D N 2x4 2x4 #4x10 2x4 2x4 2x4 2x4 W:308 W:308 R: 469 R: 485 U: 191 U: 194 HC 9-4-0 - .. -- - - --- - 9-4-0 - ALL PLATES ARE LOCR20, # = PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.23 2x 4 SP-#2 BC 0.37 2x 4 SP-#2 WB 0.08 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9- 4- 0 BC Cont. 0- 0- 0 9- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus- B -F 0.23 277 C 0.00 0.23 --------Bottom Chords --------- A -D 0.35 108 T 0.00 0.35 D -C 0.37 79 T 0.00 0.37 ------------- Webs ------------- A -E 0.05 353 C WindLd E -D 0.08 269 T D -B 0.03 109 C D -F 0.08 269 T C -F 0.05 353 C WindLd LL Defl 0.02" in A -D L/999 TL Defl -0.02" in D -C L/999 Shear // Grain in E -B 0.20 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: Jt React Uplft Size Req'd East Coast Lumber Lbs Lbs In-Sx In-Sx Analysis Conforms To: A 469 192 3- 8 1- 0 FBC2004 Hz = -133 OH Loading C 485 194 3- 8 1- 0 Soffit psf 2.0 Hz = 94 Design checked for LL on BC per BOCA (section 1606.2.3), Membr CSI P Lbs Axl-CSI-Bnd IBC/IRC-2003,and FBC 2004 ----------Top Chords---------- (section 1607.1), 20.0 psf. E -B 0.23 277 C 0.00 0.23 Design checked for 10 psf non - Robbins Engineering. Inc./Online Plus" 0 1996.2005 version 18.0.014 Engineering - Portrait 1/16/2006 11:47:56 AM Page 1 Scale: 0.456" = 1 concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: -25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 353 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ALRA•1 TR MV8 1 1 VLM. SB 80000 6 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) TC 4-0-0 HO 4-0-0 8-0-0 2x4 E BC 8-0-0 -- - - - - -- - 8-0-0 ALL PLATES ARE LOCA20 See Joint D For Typical Gable Plate Size and Placement Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.15 2x 4 SP-#2 BC 0.26 2x 4 SP-#2 WB 0.10 2x 4 SP-#3 GW 0.05 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 8- 0- 0 BC Cont. 0- 0- 0 8- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Robbins Engineering, inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -D 0.15 151 C 0.00 0.15 D -B 0.15 91 C 0.00 0.15 --------Bottom Chords --------- A -E 0.17 0 T 0.00 0.17 E -C 0.26 0 T 0.00 0.26 ------------- Webs ------------- C -B 0.10 100 C WindLd ----------Gable Webs---------- E-D 0.05 273 C LL Defl 0.01" in A -E L/999 TL Defl 0.01" in A -E L/999 Shear // Grain in A -E 0.21 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Checked for NonConcurrent 200 ADDITIONAL SPECIFICATIONS. Lbs Moving Point Load applied at Panel Points and Mid -panel NOTES: on BC Trusses Manufactured by: East Coast Lumber Jt React Uplft Size Req'd Analysis Conforms To: Lbs Lbs In-Sx In-Sx FBC2004 Cont. Brg 0- 0- 0 to 8- 0- 0 Design checked for LL on BC 591 248 Hz = 230 per BOCA (section 1606.2.3), Robbins Engineering, Inc./Online Plus" 0 1995.2005 Version 18.0.014 Engineering- Ponrait 1I16I2006 11:47:56 AM Pagel Scale: 0.482" = 1' IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 273 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ALRAI TR MV6 I vLM. ss 60000 6 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) 3-0-0 Tc 6-0-0 BC. -6-0-0 - ------ -- ----- 6-0-0 ALL PLATES ARE LOCK20 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.29 2x 4 SP-#2 BC 0.32 2x 4 SP-#2 WB 0.05 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6- 0- 0 BC Cont. 0- 0- 0 6- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) -Plus 1 UBC LL Load Case(s) Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.29 82 C 0.00 0.29 --------Bottom Chords --------- A -C 0.32 0 T 0.00 0.32 ------------- Webs ------------- C -B 0.05 143 C WindLd LL Defl 0.03" in A -C L/999 TL Defl -0.02" in A -C L/999 Shear // Grain in A -B 0.23 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Checked for NonConcurrent 200 Trusses Manufactured by: Lbs Moving Point Load applied East Coast Lumber at Panel Points and Mid -panel Analysis Conforms To: on BC FBC2004 Design checked for LL on BC Jt React Uplft Size Req'd per BOCA (section 1606.2.3), Lbs Lbs In-Sx In-Sx IBC/IRC-2003,and FBC 2004 Cont. Brg 0- 0- 0 to 6- 0- 0 (section 1607.1), 20.0 psf. 431 181 Hz = 165 Design checked for 10 psf non - concurrent LL on BC. Robbins Engineering, Inc./Online Plus "' Q 1996-2005 Version 18.0.014 Engineering - Portrait 1116/2006 11:47:5B AM Pagel HO 3-0-0 2x4 4 Scale: 0.625" = 1' Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 143 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quart Type Span P1-H1 Left OH Right OH I Engineering ALRAI TR MV4 1 1 VLM. SB 40000 6 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) 2-0-0 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.08 2x 4 SP-#2 BC 0.14 2x 4 SP-#2 WB 0.02 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4- 0- 0 BC Cont. 0- 0- 0 4- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) _ ---- -- - 4-0-0 - --- - - ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus" Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.08 48 C 0.00 0.08 --------Bottom Chords --------- A -C 0.14 0 T 0.00 0.14 ------------- Webs ------------- C -B 0.02 90 C WindLd LL Defl 0.00" in A -C L/999 TL Defl 0.00" in A -C L/999 Shear // Grain in A -C 0.23 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Checked for NonConcurrent 200 Trusses Manufactured by: Lbs Moving Point Load applied East Coast Lumber at Panel Points and Mid -panel Analysis Conforms To: on BC FBC2004 Design checked for LL on BC Jt React Uplft Size Req'd per BOCA (section 1606.2.3), Lbs Lbs In-Sx In-Sx IBC/IRC-2003,and FBC 2004 Cont. Brg 0- 0- 0 to 4- 0- 0 (section 1607.1), 20.0 psf. 335 113 Hz = 101 Design checked for 10 psf non - concurrent LL on BC. Robbins Engineering. Inc./Online Plus'° 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/1612006 11:47:59 AM Page 1 HO 2-0-0 2x4 4 Scale: 0.757" = 1' Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 90 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG l Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering ` ALRAI TR MV2 I 1 VLMA. SB 20000 6 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 1-0-0 TC 2-0-0 1-0-0 6 2x4 C x4 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.00 2x 4 SP-#2 BC 0.00 2x 4 SP-#2 WB 0.00 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 2- 0- 0 BC Cont. 0- 0- 0 2- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Cases) Plus 1 UBC LL Load Cases) -- - - 2-0-0 --- - - ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus'" Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.00 15 C --------Bottom Chords --------- A -C 0.00 0 T ------------- Webs ------------- C -B 0.00 36 C WindLd LL Defl 0.00" in C -C L/999 TL Defl 0.00" in C -C L/999 Shear // Grain in C -B 0.03 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Checked for NonConcurrent 200 Trusses Manufactured by: Lbs Moving Point Load applied East Coast Lumber at Panel Points and Mid -panel Analysis Conforms To: on BC FBC2004 Design checked for LL on BC Jt React Uplft Size Req'd per BOCA (section 1606.2.3), Lbs Lbs In-Sx In-Sx IBC/IRC-2003,and FBC 2004 Cont. Brg 0- 0- 0 to 2- 0- 0 (section 1607.1), 20.0 psf. 254 47 Hz = 36 Design checked for 10 psf non - concurrent LL on BC. Robbins Engineering, Inc./Online Plus "' 0 1996-2005 Version 18.0.014 Engineering -Portrait 1/16/2006 11:47:59 AM Page 1 Scale: 0.859" = 1' Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 36 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING -INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering ALRA1 TR HJ7 1 4 ENDJV 91013 4.243 1- 7-13 0 ALRAITR (Engle/Allora Elv.1/M#13243) 3-9-15 HO 3-15 TC 1-7-13 W:511 R: 501 U: 120 BC... Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.54 2x 4 SP-#2 BC 0.92 2x 4 SP-#2 WB 0.29 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9-10-13 BC Cont. 0- 0- 0 9-10-13 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 9.9' BC V 0 10 0.0' 9.9' TC v -40 -30 0.0' 45 34 9.91 BC V 0 -10 0.0' 0 11 9.9' HO 3-9-15 9-10-13 - 9-10:: 3 - -- -- 9-10-13 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus"' Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 502 120 5-11 1- 0 Hz = 142 B 289 186 1- 8 1- 0 C 397 95 1- 8 1- 0 Hz = 224 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -E 0.54 712 C 0.00 0.54 E -B 0.54 105 C 0.00 0.54 --------Bottom Chords --------- A -C 0.92 720 T 0.13 0.79 ------------- Webs ------------- E -C 0.29 769 C C -B 0.08 0 T WindLd LL Defl -0.24" in A -C L/465 TL Defl -0.36" in A -C L/307 Shear // Grain in E -B 0.34 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) NOTES: Trusses Manufactured by: Checked for NonConcurrent 200 East Coast Lumber Lbs Moving Point Load applied Analysis Conforms To: at Panel Points and Mid -panel FBC2004 on BC Girder King Jack Robbins Engineering, Inc./Online Plus" 0 1995-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 11:48:00 AM Pagel 2x4 B 8 38 35 C 3x3 W:108 R: 397 U: 95 Scale: 0.468" = 1' Loading TC and BC Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 769 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering AL'RA1 TR HJ7T 1 1 TEJ 91013 4.243 1- 7-13 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 3-15 HO 2-9-15 TC 1-7-13 9-10-13 3-9-15 1-0-OD 1-0-0C BC W:1105 R: 670 U: 196 2x4 B 8 22 31 C 3x4 8 R: 418 -' - - -' -- U : 148 3-9-8 1-5-0 4-9-5 - - - - - - - - 9-10-13 - - ALL PLATES ARE LOCK20 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.51 2x 4 SP-#2 BC 0.64 2x 4 SP-#2 WB 0.51 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9-10-13 BC Cont. 0- 0- 0 9-10-13 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 9.9' BC V 0 10 0.0' 9.9' TC V -10 -8 0.0' 50 38 9.9' BC V 0 -3 0.0' 0 13 9.9' Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied Robbins Engineering, Inc./Online Plus, it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 670 197 11- 5 1- 0 Hz = 240 B 323 202 1- 8 1- 0 C 418 149 1- 8 1- 0 Hz = 231 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -F 0.12 988 C 0.00 0.12 F -G 0.26 1824 C 0.02 0.24 G -B 0.51 89 C 0.00 0.51 --------Bottom Chords --------- * -E 0.41 932 T 0.16 0.25 E -D 0.47 1058 T 0.19 0.28 D -C 0.64 1667 T 0.21 0.43 ------------- Webs ------------- E -F 0.07 471 C F -D 0.25 809 T D -G 0.19 606 T G -C 0.51 1702 C C -B 0.03 0 T WindLd LL Defl -0.05" in E -D L/999 TL Defl -0.10" in E -D L/999 Shear // Grain in G -B 0.36 DL Defl 0.00" at L/999 Hz Disp LL DL TL it C 0.02" 0.02" 0.04" Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI E LOCK 4.Ox 4.0-0.8 2.5 0.64 D LOCK 5.Ox 4.0 Ctr-1.0 0.74 at Panel Points and Mid -panel on BC Robbins Engineering. Inc./Online PIusT" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/15/2006 11:48:00 AM Page 1 Scale: 0.458" = 1 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1824 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering r AL RA1 TR I HJ7P 1 2 ENDJV. 91013 2.121 1- 7-13 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 4-1 TC 1-7-13 2-1-1 W:1105 R: 498 U: 195 BC Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.51 2x 4 SP-#2 BC 0.96 2x 4 SP42 WB 0.49 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9-10-13 BC Cont. 0- 0- 0 9-10-13 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 9.9' BC V 0 10 0.0' 9.9' TC V -40 -30 0.0' 45 34 9.9' BC V 0 -10 0.0' 0 11 9.9' 9-10-13 -- 9-10-13 - -- 9-10-13 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus- Lbs Lbs In-Sx In-Sx A 498 196 11- 5 1- 0 Hz = 83 B 294 177 1- 8 1- 0 C 393 76 1- 8 1- 0 Hz = 117 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -E 0.51 1362 C 0.01 0.50 E -B 0.46 51 C 0.00 0.46 --------Bottom Chords --------- A -C 0.96 1368 T 0.25 0.71 ------------- Webs ------------- E -C 0.49 1395 C C -B 0.01 0 T WindLd LL Defl -0.20" in A -C L/529 TL Defl -0.31" in A -C L/338 Shear // Grain in E -B 0.35 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Plus 5 Wind Load Case(s) NOTES: Plus 1 UBC LL Load Case(s) Trusses Manufactured by: East Coast Lumber Checked for NonConcurrent 200 Analysis Conforms To: Lbs Moving Point Load applied FBC2004 at Panel Points and Mid -panel Girder King Jack on BC Loading TC and BC Setback 7- 0- 0 Jt React Uplft Size Req'd OH Loading Robbins Engineering, Inc./Online Plus" 0 1996.2005 Version 18.0.014 Engineering -Portrait 1/1612006 11:48:01 AM Pagel HO 2-1-1 2x4 B 3 4 6 C ti 3x3 W:108 R: 392 U: 75 Scale: 0.539" = 1' Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1395 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-Bl SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quart Type Span P1-H1 Left OH Right OH I Engineering It ALItAl TR EJ7 29 ENDJO 70000 6 1- 2- 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) 3-10-3 HO 4-3 TC 1-2-0 HO 3-10-3 7-0-0 B 8 L5 58 W:400 W:108 R: 317 R: 243 U: 104 U: 8 BC - - - -- - - - -- 7-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 99 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 16-JAN-06----------Top Chords ---------- A -B 0.55 91 C 0.00 0.55 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.55 2x 4 SP-#2 A -C 0.67 99 T 0.00 0.67 BC 0.67 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) LL Defl -0.08" in A -C L/999 TL Defl -0.17" in A -C L/458 Shear // Grain in A -B 0.28 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 377 104 4- 0 1- 0 Design checked for LL on BC Hz = 185 per BOCA (section 1606.2.3), B 215 158 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 244 9 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering. Inc./Online Plus'- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1116/2006 11:48:01 AM Page 1 Scale: 0.481" = 1' Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 91 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG ' Job' Mark I Quan Type Span Pi -Hi Left OH Right OH I Engineering ALAA1 TR EJ7T 5 TEJl 70000 6 1- 2- 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 4-3 TC 1-2-0 3-10-3 1-0-0D 1-0-0C 7-0-0 HO 2-10-3 8 11 ?2 R: 261 U: 44 W:800 R: 405 U: 104 BC - - - - - - 2 8-0 - -- -- -1-0-0 .. 3-4-0 - - ----- - 7-0-0 - - ._ . --- - ALL PLATES ARE LOCK20, # a PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.34 2x 4 SP-#2 BC 0.75 2x 4 SP-#2 WB 0.08 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Cases) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, inc./Online P1us- A -F 0.29 404 C 0.00 0.29 F -B 0.34 69 C 0.00 0.34 --------Bottom Chords --------- A -E 0.18 333 T 0.04 0.14 E -D 0.75 234 T 0.01 0.74 D -C 0.74 99 T 0.00 0.74 ------------- Webs ------------- E -F 0.08 267 T F -D 0.05 344 C LL Defl -0.13" in E -D L/571 TL Defl -0.22" in E -D L/345 Shear // Grain in E -D 0.38 DL Defl 0.00" at L/999 Hz Disp LL DL TL it C 0.04" 0,03" 0.07" Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI E LOCK 4.Ox 4.0-1.1 2.6 0.35 D# LOCK 5.Ox 6.0 Ctr-1.0 0.35 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx NOTES: A 405 105 8- 0 1- 0 Trusses Manufactured by: Hz = 185 East Coast Lumber B 171 122 1- 8 1- 0 Analysis Conforms To: C 262 45 1- 8 1- 0 FBC2004 Hz = 99 OH Loading Soffit psf 2.0 Membr CSI P Lbs Axl-CSI-Bnd Design checked for LL on BC ----------Top Chords---------- per BOCA (section 1606.2.3) Robbins Engineering, Inc./Online Plus` 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 11:48:02 AM Page 1 Scale: 0.481" = 1' IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 404 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark At i" I TR EJ7P ALRAITR (Engle/Allora Elv.l Quan Type Span P1-H1 Left OH Right OH 5 MONO 70000 3 1- 2- 0 0 K#13243) Engineering 2-1-3 HO 4-3 TC 1-2-0 2x4 A W:800 R: 373 U: 139 HC- -- -- - 7-0-0 3 -7-0-0 - - -- - - - - 7-0-0 - - - ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 51 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 16-JAN-06----------Top Chords ---------- A -B 0.53 40 C 0.00 0.53 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.53 2x 4 SP-#2 A -C 0.64 50 T 0.00 0.64 BC 0.64 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) LL Defl -0.08" in A -C L/952 TL Defl -0.17" in A -C L/431 Shear // Grain in A -B 0.27 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 373 139 8- 0 1- 0 Design checked for LL on BC Hz = 92 per BOCA (section 1606.2.3), B 212 124 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 244 6 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering. Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1116/2006 11:48:02 AM Page 1 HO 2-1-3 W:108 R: 212 U: y124 L'• W:108 R: 244 U: 6 Scale: 0.565" = 1' Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 40 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK: 4. DESIGNER: LG II Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ALRAI TR CJS 1 8 ENDJO 50000 6 1- 2- 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) 2-10-3 HO 4-3 HO 2-10-3 !ECL. 1-2-0 570-0 w:400 R: 300 U: 84 8 13 3 W:108 R: 230 U: 7 -- - - -- - 5-0-0 -- - - -- - - - ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 71 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 16-JAN-06----------Top Chords ---------- A -B 0.27 65 C 0.00 0.27 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.27 2x 4 SP42 A -C 0.43 70 T 0.00 0.43 BC 0.43 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 0- 0 BC Cont. 0- 0- 0 5- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) LL Defl -0.02" in A -C L/999 TL Defl -0.04" in A -C L/999 Shear // Grain in A -B 0.19 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 300 84 4- 0 1- 0 Design checked for LL on BC Hz = 132 per BOCA (section 1606.2.3), B 153 113 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 231 7 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 11:48:03 AM Pagel Scale: 0.603" = 1 Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 65 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering AL'RAI TR CJST 2 TEJ1 50000 6 1- 2- •0 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 4-3 HO 1-10-3 TC 1-.2 B 2-10-3 1-0-OD 1-0-0C 0 W:108 R: 93 U: i° 66 W:108 R: 256 U: 53 W:800 R: 352 U: 84 BC - 2-8-0 1-0-0 1-4-0 5-0-0 ALL PLATES ARE LOCK20, k = PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.11 2x 4 SP-#2 BC 0.42 2x 4 SP-#2 WB 0.05 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 0- 0 BC Cont. 0- 0- 0 5- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online P1us- A -F 0.11 293 C 0.00 0.11 F -B 0.11 38 C 0.00 0.11 --------Bottom Chords --------- A -E 0.17 251 T 0.03 0.14 E -D 0.42 220 T 0.01 0.41 D -C 0.41 70 T 0.00 0.41 ------------- Webs ------------- E -F 0.05 177 T F -D 0.04 260 C LL Defl -0.03" in E -D L/999 TL Defl -0.05" in E -D L/999 Shear // Grain in D -C 0.27 DL Defl 0.00" at L/999 Hz Disp LL DL TL it C 0.01" 0.00" 0.01" Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI E LOCK 4.Ox 4.0-1.1 2.6 0.33 D# LOCK 5.Ox 6.0 Ctr-1.0 0.35 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx NOTES: A 352 85 8- 0 1- 0 Trusses Manufactured by: Hz = 132 East Coast Lumber B 94 67 1- 8 1- 0 Analysis Conforms To: C 256 53 1- 8 1- 0 FBC2004 Hz = 71 OH Loading Soffit psf 2.0 Membr CSI P Lbs Axl-CSI-Bnd Design checked for LL on BC ----------Top Chords---------- per BOCA (section 1606.2.3), Roboins Engineering, Inc./Online PIUS* m 1996-2005 Version 18.0.014 Engineering - Ponrai; 1116/2006 11 48:03 AM Page 1 Scale: 0.423" = 1 IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 293 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering AL'RAI TR CJSP 1 4 ENDJO 50000 3 1- 2- 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 4-3 HO 1-7-3 TC 1-2-0 5-0-0 3. 1-7-3 2x4 A M W:800 R: 295 U: 113 BC -- - ---5-0-0 - _ .. - 5-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus" Hz = 36 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 16-JAN-06 ----------Top Chords ---------- A -B 0.25 28 C 0.00 0.25 CSI -Size- ----Lumber---- --------Bottom Chords --------- TC 0.25 2x 4 SP-#2 A -C 0.40 35 T 0.00 0.40 BC 0.40 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 0- 0 BC Cont. 0- 0- 0 5- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) LL Defl -0.02" in A -C L/999 TL Defl -0.04" in A -C L/999 Shear // Grain in A -C 0.18 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 296 114 8- 0 1- 0 Design checked for LL on BC Hz = 65 per BOCA (section 1606.2.3), B 150 88 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 232 6 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Ponrait 1/16/2006 11:48:04 AM Pagel W:108 R: 150 U: �) 87 r� W:108 R: 231 U: 5 Scale: 0.588" = 1 Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 28 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering ALRAI TR CJ3 1 8 ENDJO 30000 6 1- 2- 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) 1-10-3 HO 4-3 HO 1-10-3 TC 1-2-0 3-0-0 U: 68 C W:400 W:108 R: 262 R: 218 U: 63 U: 5 BC 3-0-0 3-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 42 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 16-JAN-06----------Top Chords ---------- A -B 0.10 38 C 0.00 0.10 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.10 2x 4 SP-#2 A -C 0.22 41 T 0.00 0.22 BC 0.22 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 0- 0 BC Cont. 0- 0- 0 3- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) LL Defl 0.00" in A -C L/999 TL Defl -0.01" in A -C L/999 Shear // Grain in A -C 0.17 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 262 64 4- 0 1- 0 Design checked for LL on BC Hz = 78 per BOCA (section 1606.2.3), B 92 68 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 218 5 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus" 0 1996.2005 Version 18.0.014 Engineering . Portrait 1/16/2006 11:48:04 AN Page 1 Scale: 0.643" = 1' Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 38 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG I Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering j AL`RAI TR CJ3T 2 SP 30000 6 1- 2- 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 4-3 HO 1-6-3 TC- 1-2-0 3-0-0 1-10-3 4-OC W:108 Cant:12 R:• 91 \l U: 68 I•� W:108 W:800 R: 230 R: 270 U: 5 U: 63 - 3-0-0.- ALL PLATES 7112E LOCR20, # = PLATE SELECTED IN PLATE MONITOR Robbins Engineering, Inc./Online Plus" Hz = 42 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 16-JAN-06----------Top Chords ---------- A -B 0.10 38 C 0.00 0.10 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.10 2x 4 SP-#2 A -D 0.19 41 T 0.00 0.19 BC 0.19 2x 4 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 0- 0 BC Cont. 0- 0- 0 3- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC LL Defl 0.00" in A -C L/999 TL Defl -0.01" in A -C L/999 Shear // Grain in A -C 0.18 DL Defl 0.00" at L/999 Hz Disp LL DL TL it B 0.00" 0.00" 0.00" Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RES 20 Ga, Gross Area it Type Plt Size X Y JSI D# LOCK 4.Ox 4.0-0.5 1.1 0.22 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Jt React Uplft Size Req'd Trusses Manufactured by: Lbs Lbs In-Sx In-Sx East Coast Lumber A 271 64 8- 0 1- 0 Analysis Conforms To: Hz = 78 FBC2004 B 91 68 1- 8 1- 0 OH Loading D 231 6 1- 8 1- 0 Soffit psf 2.0 Robbins Engineering, Inc.lOnline PlusiP 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 11,46:05 AM Page 1 12 Scale: 0.504" = 1' Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 141 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ALWA1 TR CJ3P 1 4 ENDJO 30000 3 1- 2- 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) 1-1-3 HO 4-3 HO 1-1-3 TC W:800 R: 257 U: 91 BC 3-0-0 - 3-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 21 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 16-JAN-06----------Top Chords ---------- A -B 0.14 16 C 0.00 0.14 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.14 2x 4 SP-#2 A -C 0.18 21 T 0.00 0.18 BC 0.18 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 0- 0 BC Cont. 0- 0- 0 3- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) LL Defl -0.01" in A -C L/999 TL Defl -0.01" in A -C L/999 Shear // Grain in A -C 0.18 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 258 92 8- 0 1- 0 Design checked for LL on BC Hz = 38 per BOCA (section 1606.2.3), B 88 51 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 219 6 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus" 0 1996.2005 Version 18.0.014 Engineering - Ponrait 1116/2006 11:48:05 AM Pagel 1 lu I W: 08 R:! 87 U: 51 W:108 R: 219 U: 5 Scale: 0.720" = 1' Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 16 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES.. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG 0 Job Mark Quan Type Span P1-HI Left OH Right OH I Engineering AL Al TR CJl 1 10 ENDJO 10000 6 1- 2- 0 0 ALRAITR (Engle/Allora Elv.1/M#13243) HO 4-3 HO 10-3 TC• 6 10-3 C W:108 R: 48 U: 17 W:400 W:108 R: 235 R: 205 U: 46 U: 4 .BC_ 1_6_0 - 1-0-0 - ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus" Hz = 12 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 16-JAN-06----------Top Chords ---------- A -B 0.03 18 T 0.00 0.03 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.03 2x 4 SP-#2 A -C 0.04 12 T 0.00 0.04 BC 0.04 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 0- 0 BC Cont. 0- 0- 0 1- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) LL Defl 0.00" in TL Defl 0.00" in Shear // Grain in A -C 0.06 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 235 46 3- 8 1- 0 Design checked for LL on BC Hz = 23 per BOCA (section 1606.2.3), B 48 17 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 205 4 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus` 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 11:48:06 AM Page 1 Scale: 0.716" = 1' Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 9 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE.. 3-BEARING BLOCK. 4. DESIGNER: LG 50-0-0 20-0-0 22-0-0 8-0-0 CD I 0 i 21-4-0 28-8-0 _. 0 I 0 I r` ALLO RA ELEVATION 1 TRAY FLOOR. EAST COAST LUMBER TRUSS DIVISION CUSTOMER: ENGLE HOMES JOB NAME: REVISED: 1 /06/06 PAGE 1 OF 2 GARAGE LEFT ALRAITFL N Of w Q IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 61G15S-31.003 (3) (c), EAST COAST LUMBER IS THE 'TRUSS DESIGN ENGINEER'. TRUSSES ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004. ALL OTHER BUILDING CODE DESIGN REQUIREMENTS ARE BY OTHERS. 2255 AVOCADO AVE. MELB., FL. 32935 ® OFFICE: (321)254-1581 FAX: (321) 254-1582 Ei OFFICE: TBLVD. CE: (7 2)466-248 FAXIE(7 2)4663 336 *BUILDER'S WARNING* * THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI-B 1 SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH TRUSS. * SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES AND CONNECTION. * ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST B= APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. * B,ACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. 9-4-0 PLATE E HT I HELD BACY: 1 " T11 / \ I ESI1_,I\ eY: Ar+t' =Y, KSM DESIGN CRITERIA I COUNTY- - CODE: FBC-ASCE 7 I LOADING: 55Dst MKT SPEED: 120 M.F.H. SCAL' 111' = 1'—p' EXPOSURE CATEGOR' = B MEAN HEIGHT: 15-0` IMPORTANCE FACTOF.= 1 I BUILDING TYPE: = ENCLOSE D I TRUSS SPACING 24, O.C. EXCEPT AS NOTED GP.AVIT' LOADS I FLOOR ROOF f TC LW-: 40Dsi TC LIVE: 20Ds` I TC DEAD: 10ps' TC DEAC: i 5ps' BC LIVE.: 00ps, BC LIVE: OOpsf BC DEAD: 05ost BC DEAD: 05os; OUR FACTOR,: 1.00 OUR FACTOR.: 1.25 I ADDITIONAL LOADS PER F BC & FRC NON —CONCURRENT BC LL 1ODsf F3C TABLE i607.1.27 FRC TABLE P.301.4 (NOTE B) CONCURRENT 5C STORAGE LL 20ps: F3C TABLE 1607.1.27 FP., TABLE F.30i.4 (NOTE B,G.H) NON—CONClRP,ENT BC MOVING LL 200i F3C TABLE 1607.1.31 DEFINITION_. MK= = MAY KIND FORCE I TC = TOP CHORD K. = BOTTOM CHORD L' = LIVE LOAD 0_ = DEAD LOAD Ds` = POUND: PEP SOUARE F00- = POUNDS 50-0-0 50-0-0 _ _ . fir, L. 20-0-0 M� 22-0-0 _ 8-0-0 sm ALLO R� EAST COAST LUMBER TRUSS DIVISION ELEVATION 1 CUSTOMER: ENGLE HOMES TRAY JOB NAME: ROOF DATE: 3/30/05 REVISED: 1 /06/06 PAGE 2 OF 2 GARAGE LEFT ALRA1TRL 0-4-3 i IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 61G15S-31.003 (3) (c), EAST COAST LUMBER IS THE "TRUSS DESIGN ENGINEER'. TRUSSES ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004. ALL OTHER BUILDING CODE DESIGN REQUIREMENTS ARE BY OTHER, ® 2255 AVOCADO AVE. MELB., FL. 32935 OFFICE: (321)254-1581 FAX: (321) 254-1582 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (772)466-2480 FAX: (772)466-5336 *BUILDER'S WARNING* * THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. * FOR ERECTION .AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI—B1 SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH TRUSS. * SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES AND CONNECTION. * ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. * BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERIIJG DEPARTIv1EN APPROVES TEEM IN ,ADVANCE. 9-4-0 PLATE HT. 18-8-12 PLATE HT. 12 51i 4 18i .? ^SI;ICI^ 3Y• COUNTY: _ CODE: FBC-ASCE LOADING: TILE MVF SPEED: 120 M.P.H. SCALE i/E- _ ?'-C' EXDOSUR_ CATEGORY = e MEAL± HEIGHT: 25-0- IMPORTANCE FACTOR = 1 BUILDING TYPE: = ENCLOSED TRUSS SPACING 24' O.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF TC UW-: 40psf TC LIVE: 20osf TC DEAD: 10psf TC DEAD: 15ps; BC Ur: OOpsf BC LIVE: 00osf BC DEAD: 05Dsf BC DEAL: 05osf DUF. FACTOR: 1.00 DUR FACTOR: 1.25 ADDITIONAL LOADS PER. FBC & FRS NON -CONCURRENT BC Li fOpsf FBC TABLE 1607.1.27 FRC TABU R30i.4 (NOTE 9) CONCURRENT BC STORAGE LL 20osf FBC TABLE 1607.1.27 FRC. TABLE P.301.4 (NOTE S.C-.F{, NON -CONCURRENT BC MOVINC LL 200t FBC TABLE 1607.1..31 DEFINITIONS MV = MAIN VAND FORCE TC = TOP CHORD BC = BOTTOM CHORD L = LIVE LOAD DC = DEAD LOAD D- = POUNDS PEF SOUAP,E =001 F = POUNDS OFFICE