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HomeMy WebLinkAbout325 Porchester Dr 07-208 COSUBDIVISION PERMIT # DATE PERMIT DESCRIPTION QT AJ SFT PERMIT VALUATION 114 M . CO '142 2 SQUARE FOOTAGE PROPERTY PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE Certificate of Occupancy This is to certify that the building located at 325 Porchester Dr for which permit number 07-208 has heretofore been issued on October 25, 2006 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family Residence subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Building: B Oden 03/12/07 Engineering & Planning: M Replogle 03/12/07 Public Works: M Watson 03/13/07 Utilities: R Blake 03/13/07 Fire Department: Conditions (if blank, no conditions apply) Engle Homes Q)a,� Yy .'fQ,.� _e 03/20/07 Property Owner Building Official Date BP210U01 CITYrOF'SANFORD Application Miscellaneous Information Maintenance Application number . . . . . 07 00000208 Parcel Number . . . . . . . 34.19.30.519-0000-0270 Address . . . . . . . . . . 325 PORCHESTER Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information HISB 10/25/06 Y 1.NOC ON FILE 08/28/07 2.ONE STORY 3 _ HISB 10/25/06 Y BATHS 3.FLOOD ZONE (y). _ HISB 11/15/06 Y fema/slab on file _ HISB 3/09/07 Y CO SIGN OFF: HISB 3/09/07 Y P&Z: MR 3.12.07 HISB 3/09/07 Y PW: MW 03.13.07 HISB 3/09/07 Y Util: RB 03.13.07 _ HISB 3/14/07 Y final f/s on file F3=Exit F6=Add F12=Cancel 3/20/07 9:57:48 Bottom U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al ENGLE OMB No. 1660-0008 Expires February 28. 2009 Important: Read the instructions on pages 1-8. ELEVATION CERTIFICATE A2. Building Street Address (including Apt., Unit, Suite, a 325 PORC4F-5TEIz Q7 Z- City SANFORD State FL ZIP Code 32771 SECTION A - PROPERTY INFORMATION Frr.(rls``urat,r.P.c^rrm'na'nv t:1P, Bldg. No.) or P.O. Route and Box No. A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 27 , KAYS LANDING, PHASE 1, Plat Book 67, Pages 41-43 Seminole County, Florida. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. N/A Long. N/A 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. AT 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 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 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 CITY OF SANFORD 120294 SEMINOLE FL 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) 12117CO040 E 04-17-1995 04-17-1995 X A09 A N/A 1­11.310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. H0RC— SNOV,3N ON FtfZM ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑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 AT Benchmark Utilized Local Vertical Datum NGVD 1929 Conversion/Comments None 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) 0 Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 36 7 ETfeet ❑ meters (Puerto Rico only) NIA ❑ feet ❑ meters (Puerto Rico only) NIA ❑ feet ❑ meters (Puerto Rico only) 13feet ❑ meters (Puerto Rico only) eet ❑ meters (Puerto Rico only) 3(P. O 0 feet ❑ meters (Puerto Rico only) -3L.J- 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 elevati 7— information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name RONALD W. HERR, P.L.S. License Number LS4907 Title Manager of Survey -Central Florida Region Company Name IBI Group, Inc. Address 2603 Maitland Center Parkway Ste C City Maitland State FL ZIP Code 32751 As 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. 111-MURnsurnce�ianvtse or P.O. Route and Box No. 325 ?o 9-CA 5Ti (Z- 'DV — City Sanford State FL ZIP Code 32771 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 a 16107 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. Ell. 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 C2.15 in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,_ and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevatio bf'as'Wilt lowest floor (including basement) of the building: _E] feet E] meters (PR) Datum G9. BFE,or (1n'.2'one'AO) uepth� of flooding at the building site: ❑ feet ❑ meters (PR) Datum Localti'Gffici:;l's Name Title Community Dame Telephone Signature y r Date ComitenLs ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions November 7, 2005 City of Sanford Building Division PO Box 1788 Sanford, FL 32772-1788 To Whom It May Concern: Re: Lot 27 - 325 Porchester Drive, Sanford, FL 32771 The finished floor elevation of the structure located at 325 Porchester Drive, Sanford, FL 32771, Lot 27, 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 1 Davl . Bruno, 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 CCL/IBI Consultants, Inc. is a Division of IBI Group CCL CONSULTANTS, INC. AUTHORIZATION 4185610 ENGINEERS SURVEYORS PLANNERS 2603 MAITLAND CENTER PARKWAY SUITE C MAITLAND, FL 32751 (407) 660-2120 POMPANO BEACH ORLANDO TAMPA JUPITER WWW. CCL -POMPANO. COM WWW CCL-ORLANOO.COM ENGLE NATIONAL FLOOD INSURANCE PROGRAM COMMUNITY NUMBER 12117C PANEL NUMBER 0040 E MAP REVISION 411711995 FLOOD ZONE X AND A NO BASE FLOOD ELEVATION SHOWN. L E G _EN D; R= RADIUS L- ARC DISTANCE a- CENTRAL ANGLE A/C CEAIR CONDITIONER SLAB D.E. DRAINAGE EASEMENT L.M.E. LAKE MAINTENANCE EASEMENT U.E. : UTILITY EASEMENT F.F. FINISH FLOOR KAY' S LANDING PHA BEARINGS BASED ON THE WEST LINE OF THE NORTHEAST 1/4 OF SECTION 34, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING N00014'40"W, AN ASSUMED MERIDIAN i O INDICATES 5/8' IRON ROD SET WITH NUMBER L85610 CAP, UNLESS OTHERWISE NOTED L.B. I LICENSED BUSINESS N&D - SET NAIL AND DISC LB#5610 PC • POINT OF CURVATURE PCC • POINT OF COMPOUND CURVATURE PI •PDINT OF INTERSECTION PRC POINT OF REVERSE CURVATURE �� - EXIS77NG LOT ELEVATION SCALE: I" = So - LOCATION SKETCH NOTTO SCALE) LOT: 9,305tsq.ft. GG�A� 34.8 ��L.'Jv / kp 35.5 4 N� \ 35.2 A--21.58'30" 35.4 Dc 6 i R=125.00' , T \ � L— 4-%, 9L�.' •�� ONE STORY RESIDENCE cP � `0 F.F. 25 EL.. 36.75' o `•r �i' \ 35.08 y c'� . GAR. £L. 36. 06' C' \ / � by � "� ��A°' `Y//✓ p0 50'8 / 4% 33.3 \ / B 56/pOr ��Y�35.2 �r r'• / / 5 D.i P�� 34.8 /+� ��Jl / "� �•59� �� 35.5 35.6 O 00 h CAP L.B. 66 \ N&DL L.B. 5610 � £L. J4.92' � J R=125.00 \ L=9.22 A=4'13'29" \ 2!; \ LEGAL DESCRIPTION.• Lot 27, Kays Landing Phase 1, according to the Plot thereof, as recorded in Plat Book 67, of Page 41-43, of the Public Records, Sem/no% County, Florida. NO TES. 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY O SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS O DRAWING. SKETCH, PLAT OR MAP IS FOR INFORMATIONAL CCL CONSULTANTS INC FOR EASEMENTS AND OR R/CHTS- PURPOS£S ONLY AND /S NOT VALID. ADDITIONS OR DELETIONS OF -WAY OF l? CLI I TO SURVEY MAPS OR REPORTS BY 07H£R THAN THE SIGN/NC 5' LOCATIONS .7/7E' LIMITED TU �f.S/BLE IMPROVEMENTS ONLY, PARTY OR PARTIES /S PROHIBITED WITHOUT WRITTEN 6• THIS SU.RWY DC'LS riUr REFLECT OR DETERMINE OWNERSHIP. O CONSENT OF 7HE SIGNING PARTY OR PARTIES. 7. THIS CVRVE:Y EXCEEDS Trlf'A!1,'J/MJn! CLOSURE ACCURACY 2. TIES ARE TO THE ABOVE GROUND FOUNDATION OF BUILDING FOR A $6VURBAN,SU'RV[Y AS RFC/,/RED /N 61G17-6.003 h/ J. PLAT AND RECORDED DIMENSIONS ARE 7HE SAME OF :-LORIDA tIe;7MUM IEC aN/CAC: STANDARDS AS MEASURED UNLESS OTHERWISE NOTED. B. EL£VA'!ONS BASED ON LOCAL Sl W BENCH MARKS AS REVISIONS DATE BY P Dc'D BY PcI "nNZ VEYGR. PLOT PLAN8/17/06 JAMQ���FOUNDATION 11/13/5 JAMag^ 07ul FINAL ROROD�d' LD' W.tpitu� H. cr o 2/1/07 JAM PROFESSIONAL_ Si1RVEYOR anJ MIDA (_ z DATE OF SURVEY - , DkAYIFI 2/1/07 B'f JAM 704/75 :1 CITY OF SANFORD PERMIT APPLICATION Permit # J d Date: '1"�2 Job Address: S /�0��%l/es 7� r �/ iy e /.4 f 7 Description of Work: 11 O W 1101//qc / Historic District: Zoning: Value of Work: $ cQGG�.O� /t.,_� v ir4� Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential ✓ 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) Owners Name & Address:. Phone: Contractor Name & Address: "7—" J r?7Lrr / ��.r/7tjn f, ��� ate/�—/ N State License Number: Phone & Fax: y0i,?8�- p'8:t��S�G'�.Z!'% i'S'3� Contact Person: '0KA/ V Z Phone: Bonding Company - Address: Mortgage Lender: " Address: Architect/Engineer: Address: Phone: Fax: 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will Signature of Owner/Agent Print Owner/Agent's Name notify the owner of the property of the requirements of da Lien rw, 713. 2S 09 Date Si tore ontractor'" gent Date " Signature of Notary -State of Florida Date Owner/Agent is PTWuced 16 Personally Known to Me or APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: jj ^ ntin I4k- PrintZC9cor/Agen,stName Signature o tar _State of Florid Date 4�fy 0 Bourn G Logm ontraetor/ gent is ✓ Personally Known to My Cartmtsaion DD201651 ro uced ID OF Expires May 17 2007 (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) CITY OF SANFORD PERMIT APPLICATION Permit # : (,-7 , fob Address: Description of Work: M M' Historic District: Zoning: Date: 7_ ) `i' d l' Tot I Square Footage ao Value of Work: $��t© Permit Type: Building Electrical Mechanical _V_ Plumbing Fire Sprinkler/Alarm Pool U�J Electrical: New Service - #'off AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential V Non -Residential Replacement New (Duct Layout & Energy Galc_ Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines H of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Dccupancy-Type: Residential Commercial _ Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone (FENtA form required) :)wners Naive & Address _�_�_ --- ---•a--.....•.•.o Phone: L AGU 32448 ontractor Name & Address: -,09 COMMERCE tSTr uET, Sr,,TITF, 11% TAR mar d�- `7 to t i. 3 t_; a_rl.Ja.1, 374kState License Number: 'houe & Fax: 3onding Company: \ddress: >. Mortgage, Lender: ►ddress::' \rchitect/Engineer: \ddress: M Contact Person: Phone: Fax Phone: \pplication 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 ssuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. t understand that a separate wmtit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and SIR 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 RECORD A NOTICE OF COMMENCE Nf MAY RESULT IN YOUR PAYING -WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULYWITH YOUR LENDER OR AN kTTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 4OTICE: In addition to the requirements of this permit, there may be additional restrictions applicable'[o this pro eRy t a't m be fou��he public records his county, and there may be additional permits required from other governmental entities such as water man ement dis[ri state age es, or federal agep \cceptance of permit is verification that I will notify the owner of the property of the requavrients of Signature of Owner/Agent Print Owner/Agent's, Name Signature of Notary -State of Florida Owner/Agent is Personally Known to Me or Produced ID APPROVALS: ZONING: pecial Conditions: :ev 03/2006 UTIL: Date Agent — Date Print Co tractor/Agent's Name j 1 OCv Date Signature of Notary -State of rida Date FD: Contractor/Agent is _ Personally Known to Me or Produced ID ENG: BLDG: MY 1� 1' 101iSSION # DD 212893 EXPIRES: JUrle 14, 2007 Bonded Thru Notary Public Undenvdtenr Permit # : (0 � e) V U Job Address: 3 ` Description of Work: W Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION I Date: cb,. or, Value of Work: $ S 75 .40 = v -- N, Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS ��� Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: 1�59 A Construction Type: --J— # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: L' ,rv, (Attach Proof of Ownership & Legal Description) Owners Name & Address: I� u C-s _ / �) Ci + 7C'/-- Phone: Name & Address: P A State License Number: Phone & Fax:`IM- 6%-•8DO 7D 1- (b4 -%q!51 Contact Person: hone"7i- 1 ` 0f��b -Y,--a3 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: . Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction.. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction -and zoning.- WARNING TO OWNER: YOUR•,FAILUR&TO=RECORD A -NOTICE OF.COMMENCEMENT•MAY RESUL-:FdN YOUR:PAYING = TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Fl .d ien Law, FS 713. Y� Signature of Owner/Agent Date lure of Contractor/Ag� Date Print Owner/Agent's Name n ontractor/Agent's Nany s "aq�oC� Signature of Notary -State of Florida Date„ Signature of Notary -State of Florida Date O( net/Agent is Personally Known to Me or Contractor/Agent i12LP,ersonally Known to Me or Produced ID Produced I.D APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Permit # : `' ) ~ Z Job Address: 2 Description of Work: _ Historic District: CITY OF SANFORD PERMIT APPLICATION Date: I I I I) 7b r V r C 1 Zoning: Value of Work: S S �'� 0. UJ Permit Type: 'Building Electrical Mechanical Plumbing X Fire Sprinkler/Alarm Pool Electrical: New Service —# of AMPS Addition/Alteration Change of Service Temporary Pole j Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) 'l Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Chas Lines / PlumbingfNew Residential: # of Water Closets 3 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) Pareel #: IL (Attach Proof of Ownership & Legal Description) Owners Name & Address: 11-,!Q f Phone: uontractorNam^A9yAMM8LUIJWVQ4C _- P 0 801K 1117 State License Number: SANFORD, Fl.OR1DA 32772 111 Phone & Fax: (407) 323-7515 Contact Person: X[VANTgvK PLUMBING, INC Bonding Company - Address: Mortgage Lender: Address: Arehitect/Engineer: Address: Phone: Fax: P 0 SOL11- 7 EIAjyFORD p FLORIDA A3 7772 1117 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 iaw construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN OUR :.11%; 7-N,_ TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Flor' n Law, FS 713. d� Signature of Owner/Agent Date Signatu ctor/Agent Date rr. ' Print Owner/Agent's Name Print Contractor/Agent's Name /, — J ) ±- f` 1111�e Signature of Notary -State of Florida Date Signature of Notary -State of Florida MMTHA Y. HALL Notary Public, State of Florida �(' My comm. exp. Feb. 1, 2008 Owner/Agent is _ Personally Known to Me or Contractor/Agent i9' _- Personally Known to &MM. No. DD 258139 Produced ID _ Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) L) 7-�2dy CCL CONSULTANTS, INC. AUTHORIZATION #LB5610 ENGINEERS SURVEYORS PLANNERS 2603 MAITLAND CENTER PARKWAY SUITE C MAITLAND, FL 32751 (407) 660-2120 POMPANO BEACH ORLANDO TAMPA JUPITER WWW.CCL-POMPAPVO.COM WWW.CCL-ORLANDO.COM NA77ONAL FLOOD INSURANCE PROGRAM COMMUNI TY NUMBER 12117C PANEL NUMBER 0040 E MAP REVISION 411711995 FLOOD ZONE X AND A NO BASE FLOOD ELEVATION SHOWN. LEGEND R- RADIUS L= ARC DISTANCE n- CENTRAL ANGLE v !AIR CONEDITIONER SLAB D.E. m DRAINAGE EASEMENT L.M.E. LAKE MAINTENANCE EASEMENT U.E. UTILITY EASEMENT F.F. - FINISH FLOOR LOT: 9,305tsq.ft. N&D L.B. 5610 EL J4.74' KA Y' S LANDING PHA BEARINGS BASED DN THE WEST LINE I OF TH£ NORTHEAST v4 OF SECAON 34, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING N0074 40"W, AN ASSUMED MERIDIAN O INDICATES 5/8- IRON ROD SET WITH NUMBER L85610 CAP, UNLESS OTHERWISE NOTED L.B. LICENSED BUSINESS NLD = SET NAIL AND DISC 1-1115610 PC POINT OF CURVATURE PCC " POINT OF COMPOUND CURVATURE PI = POINT OF INTERSECTION PRC " POINT OF REVERSE CURVATURE Cl: R=125.00' \L=47.94' LEGAL DESCRIPTION. - EXISTING LOT ELEVATION SCALE: 1" = 30' LOCATION SKETCH (NOT TO SCALE) T ) A -,-r ., n.. I l \ /-1 v / LJ Lot 27, Kays Landing Phase 1, according to the Plot thereof, as recorded in Plat Book 67, at Page 41-43, of the Public Records, Seminole County, Florida. O NOTES.' I. UNLESS I BEARS 7N£ SIGNATURE AND THE ORIGINAL RAISED 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY O SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS CCL CONSULTANTS; INC. FOR EASEMENTS AND OR RIGHTS- DRAWNG, SKETCH, PLAT OR MAP IS FOR INFORMA77ONAL OF -WAY OF F'fCORC. PURPOSES ONLY AND IS NOT VALID, ADDIAONS OR DELE77ONS 5. LOCAP,ONS ASE LIMITED TO WS/BL£ IMPROVEMENTS ONLY. TO SURVEY MAPS OR REPORTS BY 07HER THAN THE SIGNING 6. FHIS-,SURVEY OOPS NOT-RERLECT OR DETERMINE OWNERSHIP. O PARTY OR PAR71ES IS PROHIBITED WITHOUT WR/T7EN 7, THIS Si/FVE'Y EXCEEDS THE MINIMUM CLOSURE ACCURACY I � CONSENT OF THE SIGNING PARTY OR NDA17 S' FOR A SUBURBAN SURVEY AS REQUIRED IN 61G17-6.003 L� J 2. TIES ARE TO THE ABOVE GROUND FOUNDA770N OF BUILDING OF F_OR/DA .MIN/MUM �'ECHNICA.L STANDARDS NO . J. PLAT AND RECORDED DIMENSIONS 8. ELEVA77O S BASED-ON.LOC, S/7E BENCH MARKS AS AS MEASURED UNLESS OTHERWISE NOTED. SAME PRO 3Y F'1.AT?NC 5YOR. REVISIONS DATE BY PLOT PLAN 8/17/06 JAM �„ ✓O� W FOUNDATION i 1/13/06 JAM RO D W: HERR, P.L.S. 0 o PROFESSIONAL SURVEYOR and MAPPER #4907 STATE OF FLORIDA D_ z DATE OF SURVEY DRAWN CHECKED I FIELD 11/10/06 BY JAM I BY DSB BOOK 704141 COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 106-75131 DATE: BUILDING PERMIT NUMBER- E) (CITY COUNTY NUMBER: UNIT ADDRESS: , ? .25 TRAFFIC ZONE: JURISDICTION: 06 CITY OF SANFORD SEC: -2y TWP- M RNG: .30 — PARCEL: SUBDIVISION: / TRACT. PLAT BOOK: PLAT BOOK MGEa- "/Ti3 BLOCK: LOT: 027 OWNER NAME: ADDRESS: nrrLlC6"i v6nL; .1 ADDRESS: 6­7 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 # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC, UNIT OF UNITS ROADS -ARTERIALS CO -WIDE 0 dwl unit S 705.00 1 � 705.00 ROADS -COLLECTORS NORTH 0 dwl unit $ 000.00 1 S 000.00 LIBRARY CO -WIDE 0 dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE 0 dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,143.00 STATEMENT RECEIVED BY: VaIC-C"ief SIGNATURE - _V (PLEASE PRINT NAME) DATE: 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** PERSONS 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******************** CITY OF SANFORD PERMIT APPLICATION Permit # : Job Address: RECEIVED Description of Work: FrPrt- CnncrPi-P R1nrk R 'R 11 Total Square Footage`/ Historic District: No Zoning: Value of Work: $ Permit Type: Building X Electrical _ X Mechanical X Plumbing X Fire Sprinkler/Alarm Pool _ Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential _ X Non -Residential Replacement New (Duct Layout & Energy Cale. 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 X Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Owners Name&Address: Tousa Homes dba Enale Homes, Orlando In.c 11315 Corporate Blvd #250, Orlandn 817 Phone: (407) 94c)—icon Contractor Name&Address: William Colby Franks 11301 Corporate Blvd., #303, Orlando State License Number: CGC1507971 Phone& Fax: 407-249-3500/407-313- C4ofit�c�t17: Valerie/Ke Phone: 407-249-3500 Bonding Company: N/A Address: Mortgage Lender: Address: Architect/Engineer: Residential Design Services Phone: 4n7-246-1 nRn Address: 3301Bartlett Blvd Orlando 32811 Fax: 4n7-2460-0094 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AT T 0RNTE Y LEF OP.F, PWC0RD1NG YOUR NOTICE OF C0N.1.MENCEN!ETTT. 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 require nts of Fl 'da ALa, S 713. �' 04e Signature of Owner/Agent Date Sign re 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: TIL: 7 l� �r FD: If &_ We., Special Conditions: Rev 03/2006 Wiliam Colby Franks 4P ' t Contractor/Agent's Name b�rLC�tq Signature of Notary -State of Florida Date �� / O -r .tiPpY'Pp8(i'S Valerie L Furrer := MY COMMIGSION # DD205915 EXPIRES Contractor/Agent is Pers '$I1 nq -n to Me or May 25, 2007 _Produced ID '•• opO BONMDTHRUTROY FAIN INSURANCE INC ENG: �G: CCL CONSULTANTS, INC. AUTHORIZATION #LB5610 ENGINEERS SURVEYORS PLANNERS 2603 MAITLAND CENTER PARKWAY SUITE C MAITLAND, FL 32751 (407) 660-2120 POMPANO BEACH ORLANDO TAMPA JUPITER WWW. CCL —POMPANO. COM WWW.CCL—ORLA#VDO.COM NATIONAL FLOOD INSURANCE PROGRAM COMMUNITY NUMBER 12117C PANEL NUMBER 0040 E MAP REVISION 411711995 FLOOD ZONE X AND A NO BASE FLOOD ELEVATION SHOWN. L E G E N D: R- RADIUS L= ARC DISTANCE Am CENTRAL ANGLE e aAIR LNEDITIONER SLAB NTERD.E. - DRAINAGE EASEMENT L.M.E. - LAKE MAINTENANCE EASEMENT U.E. - UTILITY EASEMENT F.F. - FINISH FLOOR LOT: 9,305tsq.ft. KA Y' S LANDING PHA BEARINGS BASED ON THE WEST LINE OF THE NORTHEAST 114 OF SECTION 34, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEM/NOLE COUNTY, FLORIDA, BEING N00'14'40"W, AN ASSUMED MERIDIAN A 0 INDICATES 5/8- IRON ROD SET WITH NUMBER L85610 CAP, UNLESS OTHERWISE NOTED L.B. LICENSED BUSINESS NRD = SET NAIL AND DISC LB05610 PC = POINT OF CURVATURE PCC = POINT OF COMPOUND CURVATURE PI = POINT OF. INTERSECTION PRC = POINT OF REVERSE CURVATURE 0.00 - PROPOSED LOT ELEVATION SCALE: 1" = 30' L L�9 LT ( ^-1 ,�J4,1 ll1 ` 35.2 A--21'58'30" R=125,00' S L=47.94 34.6 1 R LOCATION SKETCH (NOT TO SCALE) Il\/ ivI L.J CARACAS" o 11 ELEVATION 0 \ 50.00' x 70.00' 3159tsq.It. F.F. ELEV. = 35.80 I a \ w O -� I 01�� 5A' � �j n� OQ 33.8 C 09• / A Q� �^ �/ 4. 35.2 O \ Q 34.6 R=25.00 L=9.22 6= 4'13' 29" q5' 1 1 NOTE: LEGAL DESCRIPTION: BUILDING WILL BE STAKED AS SHOWN J Lot 27, Kays Landing Phase 1, according to the Plat thereof, as recorded in Plot Book 67, a1 Page 41-43, of the Public Records, Seminole County, Florida. 0 NOTES. (SKETCH AND LECAL ONLY, NOT A SURVEY) 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED 2. LANDS SHOWN HEREON WERE NOT AB SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS BY CCL CONSULTANTS INC. F 5 MENTS AND O DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL RIGHTS —OF —WAY OF RE f PURPOSES ONLY AND IS NOT VALID. ADDITIONS OR DELETIONS J. DATA SHOWN HE WAS COMPILED FROM�=R U J TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING INSTRUMENTS 0 DOES NOT CONSTITUTE URVEY f� PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN AS SUCH. CONSENT OF THE SIGNING PARTY OR PARTIES. REVISIONS DATE BY PLOT PLAN 8/17/06 JAM v w DAVID M. BRUNO, P.S.M 0 z PR ESS L SURVEYOR and MAPPER #5670 STATE OF FLORIDA a_ DATE OF SKETCH I DRAWN CHECKED I FIELD 8/17/06 BY- JAM BY DMB BOOK N/A POWER OF ATTORNEY Date : 9 4r7 la Ice 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, Lota7, Block Subdivision: Kay's Landing Phase 1 Address of Job: 3a5 �qA ey�- �c9�� ��? -21 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 Type or Print name of Certified Contractor Signature of Certified Contractor State of Florida County of Orange The foregoing instrument was acknowledged this o2 day of �-� , 2 009, by William Colby Franks, who personally appeared before me Ad acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Personally Known Produced Identification Type Identification ignature f tary Public, State of Florida Kimberly Kaminer Print or Type Name of Notary Public (Seal) O,�PFtY pG6 z , Kimberly Kammer N * Commission * DD425691 r Expires May Bonded Troy Fain - Insvmnc� Inc ��38&7019 LOT,* 27 (Co NjTtQJJa; Ds.) ` PkANS oulj U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires Februarv'28, 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATIONFr)I�rlrarc Com�tatiy lJse " Al. E ding Owner's Name ) Polk �i8er ¢ i rc 24 A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Corripany, t�AIC Number 325 altCAF-57- IME city State Fc>P_ L� stateF L ZIP Code AN A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc. L.oT 27 KAYS LA1,1DIKKI PHASE 1 PLAJ ©oK 'nGE 41-A A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RES I l� E t,i 7 L- AS. Latitude/Longitude: Lat. Long: " Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 As. Attach.at least 2 photographs of the building if the 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 enclosure(s) U sq It a) Square footage of attached garage 3�'0+- 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 c) Total net area of flood openings in A8.b e'�— sq in c) Total net area of flood openings in A9.b �Ci . sq in SECTION B.- FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State GtTY Of: SP\"FORD 1202P)4- I F'l 84. Map/Panel Number 65. Suffix'7 B6. FIRM Index B7. FIRM Panel B8. Flood 89. Base Flood Elevation(s).(Zone 121 1�"L004C? E Date 04- I� Effective/Revised Date Zone(s) AO, use base flood depth) V. i1U1raLc use source of fne Base Fiooa Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ❑ Community De fined Other (Describe) ffj`( P I-ATTTI N 0 (; 811. Indicate elevation datum used for BFE in Item 69: M NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) A SS -i m %5:7 > B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? El Yes No Designation Date ❑ CBRS ❑ OPA SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new,Elevation Certificate will be r quired 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 L.a",ii_ Vertical Datum Conversion/Comments N o t45_ a) Top of bottom floor (including basement, crawl space, or enclosure floor) C rChheecck the measurement used. 35 �_LJ feet ❑ meters (Puerto Rico only) b) Top of the next higher floor NIA feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) N IA .—Elf et ❑ meters (Puerto Rico only) ✓� feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) NIA.—❑ feet ❑ meters (Puerto Rico only) 0 Lowest adjacent (finished) grade (LAG) _❑ feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) —❑ feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available, I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Er'Check here if comments are provided on back of form. Certifier's Name License Number I�AV �p ivy, 3,20t`lo Title Sj Company Name Address City State ZIP Code Z Cot - o c-rR, r'tc�N�( 17 LAUD FL. 32}S 1 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.eri)su�,Ca+ry;U s� Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. City State ZIP Code I; ff NA C f7titn e"r SAt4� RA FL_ I x SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner.. �.ommems -1-DEN& C. 2 e- HE Al-Puhn P S LAS E (- - vlpyri O Signature Date `1l nl i�' ❑ Check her. if attachments SECfO G ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ belowthe LAG. E2. For Building Diagrams 6 8 with permanent flood openings provided in Secti Items 8 and/or 9 (see a e 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ ❑ feet meters ❑ above or T 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 66. 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 Na.n„n.-„ Title Comrriunity Name Telephone Signature Date Comments ❑ Check he. if attachments FEMA Form 81-31, February 2006 Replaces all previous editions AUG-29-2006 16:04 P.0 Try^1'E, DAVID j0"".N, CRA, A!LA I'iL•.GT I. PROPERTY APPISE R 2' rr TFf2T D $ IINOLE?�GN.TY FL- 20 �a 43 1101 E, Rlli6 {T 44 &A NFona,,FL P277 r -14M 40'1 •Can-?50g ^d 41 �U 6� 46 Ail 91 2006 WORKING VALUE SUMMARY Value Method: Markel GENERAL Number of Buildings: 0 Parcel Id: 34-19.30.519-0000.0270 Depreciated Bldg Value: $0 Owner: TOUSA HOMES INC Depreciated EXFT Value: $o Mulling Address: 11315 CORPORATE BLVD 0250 Land Value (Market): $62,000 CIty,Stale,ZlpCode: ORLANDO FL 32817 Land Value Ag: s0 Property Address: 325 PORCHESTER DR SANFORD 32771 Just/Market Value: $62,000 Subdivision Name: KAYS LANDING PHASE 1 Assessed Value ISOM); $62,000 Tax District: Si-SANFORD Exempt value: SO Exemptions: Taxable Value: $62,000 Dor; 00-VACANT RESIDENTIAL Tax Estimator SALES Deed Date Book Page Amount Vacllmp SPECIAL 09/2005 05968 1145 $783,700 Vacant WARRANTY DEED Find Comparable Sales within this Subdivision LAND Land Assess Frontage Depth Land Unit Method Units Price LOT 0 0 1.000 62,000.00 NOTE; Assessed values shown are NOT certified values and (here valorem tax purposes. "' It you recently purchased a homesreaded property your next yea 2006 Notice of Proposed Property Tex 2005 VALUE SUMMARY Quallfled 2005 Tax Bill Amount: $539 No 2005 Taxable Value: $27,000 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION Lend PLATS: Pick... Value LOT 27 KAYS LANDING PHASE 1 PO 67 PGS $62,OOG 41 - 43 fore are subject to change before being finalized for ad rs orooenv tax will be based on JustAMarket value. httd://www.scvafl.or/nls/web/re_web.setninole_county_title?parcel=34193051900000270... 8/29/2006 TOTAL P.02 rr • I lib! fl ill it llfl !i �fil li Ilil it Iili Ilt Ill 8119119 !fl !Ii iI11 li IEIi 1 l61i! Permit Number Parcel Identification Number Prepared by: Valerie Furrer / Kekalani Vazquez Return to: Engle Homes Orlando 11315 Corporate Blvd ste 250 Orlando,FI 32817 NOTICE OF COMMENCEMENT State of FLORIDA County of SEMINOLE MARYANNE MURSLI CLERK OF CIRCUIT COURT SMNULl COUNTY 8K 01;386 P4 0'/8,1; { oil) Rti•MIWED 08/28/c'?006 02:b8:35 PM RECORDINB FEES 10.00 REL'0140110 BY T Kloke CERTIFIED COPY MARY,ANNE P40RSE CLERK OF CIRCUIT COURT SEMINOLE COUN Y, FLORIDA BY — DEPUTY CLERK AUG 2 8 2006 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. 1. Description of property (legal- description of the property, and street address if available) Ka 's Landing Phase 1, Sec-34, Twsp-19, Rge-30, PB-67, Pages-41-43, Lot#a7- .ems i-�b444� 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/Orrando Inc. Name 11315 Corporate Blvd #250 Address Orlando,Fl 32817 6. Surety (if any) Name Address 7. Lender (if any) Name N/A Address Telephone Number 407-281-4480 Fax Number 407-281-7766 Telephone Number Fax Number Amount of bond $_ Telephone Number Fax Number N/A 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/Orrando 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 date is one year from the date of recording unless a different date is specified): . , A � Date Signed must sign .,.and no one else may be permitted to sign in his or her stead." t� I b� cix� I�5 Sworn to and subscribed before me this day of dLL, 20 by William Colby Franks who is X personally known to me OR produced as identification. Signature of Notary (no ai seal to appear below) Form Revised: 12100 for 19,_ to 20T ,�Y'e�B • Valerie L Furrer ,= MY COS WSSION # DD205915 EXPIRES r ,P May 25, 2007 s,F ; •�o� gOgDED?HRU TROY FAIN INSURANCE, INC FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Caracas25.67 Builder: ENGLE HgMES Address: 5 IL�� Permitting Office: y4»iFOrCL City, State: Permit Number: O -1 - 208 Owner: Qe4ntr Jurisdiction Number: (oq I SBO Climate Zone: 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 2567 ft2 7. Glass t)rpel and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 74Sngle Default) 329.0 ft2 _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 329.0 ft2 - 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 248.0(p) ft _ b. N/A _ c. N/A _ 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1740.0 ft2 _ b. Frame, Wood, Adjacent R=11.0, 396.0 ft2 _ c. N/A _ d. N/A e. N/A _ 10. Ceiling types _ a. Under Attic R=30.0, 2640.0 ft2 b. Under Attic R=30.0, 114.0 ft2 _ c. N/A 11. Ducts _ a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft b. N/A _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fat, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as -built points: 31647 PASS Total base points: 36012 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 . OWNER/AGENT: Cod Q.e-1 DATE: OU Cap: 48.0 kBtulhr _ SEER: 14.00 Cap: 48.0 kBtu/hr _ HSPF: 7.70 Cap: 50.0 gallons _ EF: 0.90 Review of the plans and 0011E sTAT 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 fy Florida Statutes. COD WC BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output an pages 2&4. EnergyGauge@ (Version: 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 GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 2567.0 25.78 11911.9 Single, Clear W 1.0 6.0 16.0 57.68 0.97 893.8 Single, Clear W 1.0 6.0 16.0 57.68 0.97 893.8 Single, Clear W 1.0 5.2 19.0 57.68 0.96 1048.4 Single, Clear S 1.0 7.2 32.0 48.22 0.97 1497.7 Single, Clear E 24.0 10.0 48.0 63.97 0.38 1167.3 Single, Clear S 9.0 8.0 27.0 48.22 0.55 713.0 Single, Clear S 11.0 10.0 16.0 48.22 0.55 425.8 Single, Clear S 11.0 10.0 44.0 48.22 0.55 1170.8 Single, Clear N 5.0 7.5 9.0 30.19 0.79 213.7 Single, Clear E 1.0 7.0 32.0 63.97 0.98 2013.0 Single, Clear E 1.0 1.5 6.0 63.97 0.64 246.3 Single, Clear E 1.0 5.2 7.0 63.97 0.96 428.6 Single, Clear N 1.0 7.0 19.0 30.19 0.99 565.2 Single, Clear NE 1.0 7.0 19.0 47.10 0.99 881.8 Single, Clear NW 1.0 7.0 19.0 40.72 0.99 762.6 As-BuiR Total: 329.0 12922.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 396.0 0.70 277.2 Concrete, Int Insul, Exterior 4.1 1740.0 1.18 2053.2 Exterior 1740.0 1.90 3306.0 Frame, Wood, Adjacent 11.0 396.0 0.70 277.2 Base Total: 2136.0 3583.2 As -Built Total: 2136.0 2330.4 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 48.0 4.80 230.4 Exterior Insulated 48.0 4.80 230.4 Base Total: 66.0 259.2 As -Built Total: 66.0 259.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2567.0 2.13 5467.7 Under Attic 30.0 2640.0 2.13 X 1.00 5623.2 Under Attic 30.0 114.0 2.13 X 1.00 242.8 Base Total: 2567.0 5467.7 As -Built Total:. 2754.0 5866.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 248.0(p) -31.8 -7886.4 Slab -On -Grade Edge Insulation 0.0 248.0(p -31.90 -791 1.2 Raised 0.0 0.00 0.0 Base Total: -7886.4 1 As -Built Total: 248.0 -7911.2 EnergyGauge@ DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2567.0 14.31 36733.8 2567.0 14.31 36733.8 Summer Base Points: 50069.4 Summer As -Built Points: 50200.2 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 48000 btuh ,SEER/EFF(14.0) Ducts: Unc(S),Unc(R),Gar(AH),R6.0(INS) 50200 1.00 (1.09 x 1.150 x 0.95) 0.244 1.000 14520.5 50069.4 0.4266 21359.6 50200.2 1.00 1.188 0.244 1.000 14520.5 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB A.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 2567.0 5.86 2707.7 Single, Clear W 1.0 6.0 16.0 13.25 1.00 212.5 Single, Clear W 1.0 6.0 16.0 13.25 1.00 212.5 Single, Clear W 1.0 5.2 19.0 13.25 1.00 252.8 Single, Clear S 1.0 7.2 32.0 9.90 1.00 316.7 Single, Clear E 24.0 10.0 48.0 12.37 1.30 772.7 Single, Clear S 9.0 8.0 27.0 9.90 1.94 519.5 Single, Clear S 11.0 10.0 16.0. 9.90 1.92 304.0 Single, Clear S 11.0 10.0 44.0 9.90 1.92 836.0 Single, Clear N 5.0 7.5 9.0 15.07 0.99 134.5 Single, Clear E 1.0 7.0 32.0 12.37 1.01 398.4 Single, Clear E 1.0 1.5 6.0 12.37 1.10 81.4 Single, Clear E 1.0 5.2 7.0 12.37 1.01 87.5 Single, Clear N 1.0 7.0 19.0 15.07 1.00 285.8 Single, Clear NE 1.0 7.0 19.0 14.70 1.00 279.4 Single, Clear NW 1.0 7.0 19.0 14.97 1.00 284.1 As -Built Total: 329.0 4977.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 396.0 1.80 712.8 Concrete, Int Insul, Exterior 4.1 1740.0 3.31 5750.7 Exterior 1740.0 2.00 3480.0 Frame, Wood, Adjacent 11.0 396.0 1.80 712.8 Base Total: 2136.0 4192.8 As -Built Total: 2136.0 6463.5 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 48.0 5.10 244.8 Exterior Insulated 48.0 5.10 244.8 Base Total: 66.0 316.8 As -Built Total: 66.0 316.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2567.0 0.64 1642.9 Under Attic 30.0 2640.0 0.64 X 1.00 1689.6 Under Attic 30.0 114.0 0.64 X 1.00 73.0 Base Total: 2567.0 1642.9 As -Built Total: 2754.0 1762.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 248.0(p) -1.9 -471.2 Slab -On -Grade Edge insulation 0.0 248.0(p 2.50 620.0 Raised 0.0 0.00 0.0 Base Total: -471.2 1 As -Built Total: 248.0 620.0 EnergyGauge® DCA Form 60OA-2004 EnergyGauge@/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2567.0 -0.28 -718.8 2567.0 -0.28 -718.8 Winter Base Points: 7670.2 Winter As -Built Points: 13421.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 48000 btuh ,EFF(7.7) Ducts: Unc(S),Unc(R),Gar(AH),R6.0 13421.8 1.000 (1.078 x 1.160 x 0.95) 0.443 1.000 7067.3 7670.2 0.6274 4812.3 13421.8 1.00 1.188 0.443 1.000 7067.3 EnergyGauge'rm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2460.00 9840.0 50.0 0.90 4 1.00 2514.67 1.00 10058.7 As -Built Total: 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 21360 4812 9840 36012 1 14521 7067 10059 31647 PASS w�y°�� rs_T.4 fin Q WE EnergyGaugeTA° 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: , , , ao.71 IwFn TRATION REDUCTION COMPLIANCE CHECKLIST PERMIT #: COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding 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 cavily 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. 6A 22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded bv all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked 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 efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge"I DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.1 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') 2567 ft' _ 7. Glass typel and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7�8ngle Default) 329.0 ft' _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 329.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 248.0(p) ft _ b. N/A _ c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1740.0 ftz _ b. Frame, Wood, Adjacent R=11.0, 396.0 ft' _ c. N/A _ d. N/A _ e. N/A _ 10. Ceiling°types a. Under Attic R=30.0, 2640.0 ft' _ b. Under Attic R=30.0, 114.0 W _ c. N/A _ 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft _ b. N/A _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 48.0 IcBtu/hr SEER: 14.00 Cap: 48.0 kBtu/hr _ HSPF: 7.70 Cap: 50.0 gallons _ EF: 0.90 tFiE ST9rtO�n y�04 *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStaP designation), your home may qual ify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on ages 2&4. EnergyGauge® (Version: FLRCS9 v4.0) For: ENGLE HOMES Notes: Weather. Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 47672 Btuh Structure 34075 Btuh Ventilation air 0 cfm Ventilation 1485 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 47672 Btuh Use mfg. data y Rate/swing multiplier 1.00 Infiltration Total sens. equip. load 35560 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1380 Btuh Ventilation 2212 Btuh Heatingg�� Co I* Infiltration 5387 Btuh 8979 Btuh Area (f:2) 2567 2567 Total latent equip. load Volume (ft3) 27402 27402 Air changes/hour 0.70 0.40 Total equipment load 44539 Btuh Equiv. AVF (cfm) 320 183 Req. total capacity at 0.80 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make LENNOX Make LENNOX Trade Trade Model Cond Coil Efficiency 7.7 HSPF Efficiency 14 EER Heating input Sensible cooling 37600 Btuh Heating output 0 Btuh @ 477 Latent cooling 9400 Btuh Temperature rise 0 OF Total cooling 47000 Btuh Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0.034 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 80 % Bo/d/talic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr1CJh>ftsoft Right -Suite Residential 5.5.17 RSR26014 2006-Jun-05 10:40:09 ACCA E:\Piles\ENGLE2002\Caracas2598\Caracas2567\Caracas2567.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CARACAS 2598 6.06.02 109 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 27402 ft3 x 0.0167 = 320 cfm 2. Winter infiltration load 1.1 x 320 cfm x 32 °F Winter TD = 11253 Btuh 3. Winter infiltration HTM 11253 Btuh / 395 ft2 Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 27402 ft3 x 0.0167 = 183 cfm 2. Summer infiltration load 1.1 x 183 cfm x 18 °F SummerTD = 3617 Btuh 3. Summer infiltration HTM 3617 Btuh / 395 ft2 Total window = 9.2 Btuh/ft' and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/Ib moist.diff, x 183 cfm = 5387 Btuh Nroceaure u - tquipment Sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 34075 Btuh Sum of ventilation and structure loads = 35560 Btuh Rating and temperature swingy multiplier x 1.00 Equipment sizing load - sensible = 35560 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 5387 Btuh Equipment sizing load - latent = 8979 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 BoWtalic-values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrighltsoft Right -Suite Residential 5.5.17 RSR26014 2006-Jun-05 10:40:09 ACCA E:\Files\ENGLE2002\Caracas2598\Caracas2567\Caracas2567.rsr Page 1 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 0.40 in H2O 0.00 in H2O 0.40 in H2O 0.20 / 0.20 in H2O 1.111 in/100ft 1600 cfm 36 ft Cooling 0.40 in H2O 0.00 in H2O 0.40 in H2O 0.20 / 0.20 in H2O 1.111 in/100ft 1600 cfm 40 f..�SupPlya-Branch Detail Table.. Name Design (Btuh) Htg (cfm) Clg (cfm) Design FIR Diam (in) Rect Size (in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk LAUN. c 1241 46 58 2.857 4 Ox 0 VIFx 14.0 0.0 BDRM3 h 3169 106 75 2.222 6 Ox 0 VIFx 18.0 0.0 BDRM2 h 2257 76 67 1.333 5 Ox 0 VIFx 30.0 0.0 1 BTH2 c 110 3 5 1.429 4 Ox 0 VIFx 28.0 0.0 1 MSTR.BTH h 2345 79 75 1.379 5 Ox 0 VIFx 29.0 0.0 2 WIC h 1856 62 29 1.143 5 Ox 0 VIFx 35.0 0.0 2 MSTR.BR=A h 4134 139 133 1.379 7 Ox 0 VIFx 29.0 0.0 2 MSTR.BR h 4134 139 133 1.212 7 Ox 0 VIFx 33.0 0.0 2 NOOK c 2510 94 118 1.212 6 Ox 0 VIFx 33.0 0.0 3 KITCHEN c 1623 8 76 1.333 5 Ox 0 VIFx 30.0 0.0 3 FAMILY c 3164 130 149 1.333 7 Ox 0 VIFx 30.0 0.0 3 FAMILY -A c 3163 130 149 1.111 7 Ox 0 VIFx 36.0 0.0 3 LIV/DIN/FOY-A h 4806 161 136 1.333 7 Ox 0 VIFx 30.0 0.0 3 LIV/DIN/FOY h 4806 161 136 5.000 7 Ox 0 VIFx 8.0 0.0 BTH3 C 782 34 37 2.500 4 Ox 0 VIFx 16.0 0.0 STUDY h 6946 233 224 1 2.222 8 Ox 0 VIFx 18.0 0.0 SUppiyTrunkDge#ailxTable ,, ter. Htg Clg Design Veloc Diam Rect Duct Duct Name Type (cfm) (Cfm) FIR(fpm) (in) Size (in) Material Trunk dTrunk 1 Peak AVF 497 443 1.143 633 12 0 x 0 VinlFlx 2 Peak AVF 419 370 1.143 533 12 0 x 0 VinlFlx 1 3 Peak AVF 522 627 1.111 587 14 0 x 0 VinlFlx ,- wreghtsoft Right -Suite Residential 5.5.17 RSR26014 2006-Feb-18 07:43:14 ACC% E:\Files\ENGLE2002\Caracas2598\Caracas2567\Caracas2567.rsr Pagel For: ENGLE HOMES HEPfEW®g CCCimcbg External ftdic Perm: 0.40 in H2O 0.40 in H2O Pressure looms: 0.00 in H2O 0.00 in H2O Available fttizrm: 0.40 in H2O 0.40 in H2O 5dpW/Re2ff.n available pressure 0.20 / 0.20 in H2O 0.20 / 0.20 in H2O Achaa&AWRion rate 1.111 in/100ft 1.111 in/100ft Actual airflow 1600 cfm 1600 cfm Total Eifectiwe bsg#ff fE11}): 36 ft Attn: lines indicate branches and trunks, numbers indicate AVF's SUPPLY TRUNKS AND BRANCHES - SCHEMATIC TREE DIAGRAM BDRM2 —67. 1 442. BTH2 —5. MSTR.BTH —75. 2 370. WIC —29. MSTR.BR-A —132. MSTR.BR —132. NOOK —117. KITCHEN 76. FAMILY —148. FAMILY -A —148. LIV/DIN/FO —135. LAUN. --58. < —NO TRUNK BDRM3 —75. < --NO TRUNK LIV/DIN/FO —135. < —NO TRUNK BTH3 —36. < --NO TRUNK STUDY —224. < --NO TRUNK RETURN TRUNKS AND BRANCHES 627. ,V �/�1, wroghtsoft Right -Suite Residential 5.5.17 RSR26014 2006-Feb-18 07:43:14 AC0t E:\Fles\ENGLE2002\Caracas2598\Caracas2567\Caracas2567.rsr Page 1 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 0.40 in H2O 0.00 in H2O 0.40 in H2O 0.20 / 0.20 in H2O 1.111 in/100ft 1600 cfm 36 ft Cooling 0.40 in H2O 0.00 in H2O 0.40 in H2O 0.20 / 0.20 in H2O 1.111 in/100ft 1600 cfm _J Su "\/:B ranchtail Table, 3J'':r;.1.?�"�,=fi �1+- 7 De Name Design (Btuh) Htg (cfm) Clg (cfm) Design FIR Diam (in) Rect Size (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk LAUN. c 1241 46 58 2.857 4 Ox 0 VIFx 14.0 0.0 BDRM3 h 3169 106 75 2.222 6 Ox 0 VIFx 18.0 0.0 BDRM2 h 2257 76 67 1.333 5 Ox 0 VIFx 30.0 0.0 1 BTH2 c 110 3 5 1.429 4 Ox 0 VIFx 28.0 0.0 1 MSTR.BTH h 2345 79 75 1.379 5 Ox 0 VIFx 29.0 0.0 2 wlc h 1856 62 29 1.143 5 Ox 0 VIFx 35.0 0.0 2 MSTR.BR-A h 4134 139 133 1.379 7 Ox 0 VIFx 29.0 0.0 2 MSTR.BR h 4134 139 133 1.212 7 Ox 0 VIFx 33.0 0.0 2 NOOK c 2510 94 118 1.212 6 Ox 0 VIFx 33.0 0.0 3 KITCHEN C 1623 8 76 1.333 5 Ox 0 VIFx 30.0 0.0 3 FAMILY c 3164 130 149 1.333 7 Ox 0 VIFx 30.0 0.0 3 FAMILY -A c 3163 130 149 1.111 7 Ox 0 VIFx 36.0 0.0 3 LIV/DIN/FOY-A h 4806 161 136 1.333 7 Ox 0 VIFx 30.0 0.0 3 LIV/DIN/FOY h 4806 161 136 5.000 7 Ox 0 VIFx 8.0 0.0 BTH3 c 782 34 37 2.500 4 Ox 0 VIFx 16.0 0.0 STUDY h 6946 233 224 2.222 8 Ox 0 VIFx 18.0 0.0 awwa�Su�'{1` TruDe#a�i Tabie�,y,.�t3��I .p1"„7 _nk Trunk Htg Clg Design Veloc Diam Rect Duct Duct Name Type (cfm) (cfm) FIR (fpm) (in) Size (in) Material Trunk 1 Peak AVF 497 443 1.143 633 12 0 x 0 VinlFix 2 Peak AVF 419 370 1.143 533 12 0 x 0 VinlFlx 1 3 Peak AVF 522 627 1.111 587 14 0 x 0 VinlFlx ,� wreghltsoft Right -Suite Residential 5.5.17 RSR26014 2006-Feb-18 0743:14 Zi A� E:\Files\ENGLE2002\Caracas2598\Caracas2567\Caracas2567.rsr Page 1 For: ENGLE HOMES HEP EM[bg COCIi 06g External I&firpamil 0.40 in H2O 0.40 in H2O Pressure Items: 0.00 in H2O 0.00 in H2O Available fttbnre?: 0.40 in H2O 0.40 in H2O 6ti"/F1iil available pressure 0.20 / 0.20 in H2O 0.20 / 0.20 in H2O Aukek Etion rate 1.111 in/100ft 1.111 in/100ft Actual air flow 1600 cfm 1600 cfm Total Etfecfire lemq#th(TEE4): 36 ft Attn: lines indicate branches and trunks, numbers indicate AVF's SUPPLY TRUNKS AND BRANCHES - SCHEMATIC TREE DIAGRAM BDRM2 1 442. BTH2 MSTR.BTH —75. 2 370. WIC —29. MSTR.BR-A —132. MSTR.BR —132. NOOK —117. — KITCHEN —76. FAMILY —148. FAMILY -A =148. LIV/DIN/FO —135. LAUN. —58. < —NO TRUNK BDRM3 —75. < —NO TRUNK LIV/DIN/FO —135. < —NO TRUNK BTH3 < --NO TRUNK STUDY < —NO TRUNK RETURN TRUNKS AND BRANCHES 627. , . wrilghtsoft Right -Suite Residential 5.5.17 RSR26014 2006 Feb 18 07:43:14 ,4CCK E:\Files\ENGLE2002\Caracas2598\Caracas2567\Caracas2567.rsr Page 1 RIGHT-J WORKSHEET y Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CARACAS 2598 s.os.o2 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 J: 7th Ed. 1 Narne of room Entire House LAUN BDRM3BDRAQ 13.0 ft j4MANUAL 2 Length of exposed wall 248.0 ft 7.0 ft 7.0 x 8.0 ft 28.0 ft 14.0 x 11.0 ft 13.0 x 13.0 ft 3 Room dmensions Ceiings Condit Option 10.4 ft heat/cool d 9.4 ft I heat/cod 9.4 ft heat/cool 9.4 ft heaVcool TYPE OF CST HiM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Htg G9 LIR DFOSE NO. Htg Clg (ft) Htg Clg (ft) Htg Cig OF) Htg 09 (ft) 5 Gross a 14B 4.6 2.1 2117 - "" '"« 0 - . 131 132 "" ""' 122 0 " b 13C 3.2 1.2 414 - 6 ... 0 «« 0 "" walls and c 12C 2.9 1.9 0 «« »» 0 «„ 0 .... .. partitions d 0.0 0.0 0 «« 0 „� „» »» «« "" «" 0 0 f 0.0 0.0 0 0 6 Windows and a 1C 37.0 » 237 8760 "« 0 0 "" 16 591 0 «« 16 0 591 0 "« glass doors b 8C 37.0 « 48 1774 "" 0 0 «« 0 0 0 ».. Heating c 9C 38.7 » 44 1704 "" 0 0 0 0 0 0 ... p 0 d 1C 37.0 « « 0 0 0 0 0 0 0 0 0 0 "' e f 0.0 0.0 « 0 0 «« 0 0 "' 0 0 «« 0 0 "" 7 Windows and North 22.9 32 "" 730 0 "" "« 0 0 2 0 "« 41 0 2 0 - "" 0 0 glass doors NEMW 45.5 212 "" 9641 .0 "" 0 0 "" 0 0 0 Coding E/W 54.4 19 «« 1034 0 0 ' "' 0 14 ""' 663 10 .�. 6633 SE/SW 47.4 61 «« 2897 0 �� .., South 30.4 5 154 0 "" 0 0 «« 0 0 "« 0 Horz 0.0 0 8 Ober doors a 11A 18.9 12.7 66 1246 841 18 340 229 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 9 Net a 14B 4.6 2.1 1740 8018 3583 0 0 0 115 530 416 237 154 106 0 489 0 219. 0 exposed b 13C 3.2 1.2 396 1247 463 48 151 56 132 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 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 10 Ceilings a 16G 1.1 1,4 2540 278E 3659 56 59 78 154 163 0 213 0 169 0 178 0 234 0 b 16G 11 14 114 120 158 0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f I 1 0.0 0.0 01 0 0 0 0 11 Floors a 22A 25.9 0.0 248 642E 0 7 181 0 28 726 0 0 13 0 337 0 0 0 (Note: room b 19G 1.1 0.0 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 0 0 0 0 is displ. for d 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0 0 0 0 0 0 12 Infiltration a 28.5 9.2 3951 11253 3617 18 513 1651 16 456 147 161 456 147 13 Subtotal loss=6+8. +11+12 "" 43338 "" "" 1244 ..» .,.. 2881 , 2052 Less external heating .�„ 0 "" . » 0 0 .,» p »« »» 0 .». Less transfer «« 0 »» 0 ,„, ,,,, p - 0 * » Heating redistribution 10% 0« 4334 « 101/ 124 - o 10 / 288 «« 10'/ 14 15 Duct loss Total loss = 13+14 "" 47672 "" 1369 "" 3169 « 2257 «« 16 Int. gains: People @ 300 6 «« 1800 0 1 -tl 0 0 0 0 0 0 0 0 0 Appl. @ 1200 2�.. "" 2400 «» µ00 -28 .,.. ... 1455 .... 1303 17 Subtot RSH gain=7+8. + i2+16 .... 30977 ..., « .. ..., ..., ... Less external cooling '«, ... 0 µ' ,»,0 .» 0 «» «» 0 Less transfer 0 ,0 0 ,, , ..» »» «» 0 Coding redistribution »..10°/ 0 3098 10% -13 10% "" 146 6 10'/ ,. 130 18 19 Duct gain Total RSH gain=(17+18)'PLF 1.00 «" 34075 1.00 ""41 1.00""1601 "" 106 75 1.00 »« 761 1434 67 20 Air required (dm) "' 1600 1600 ««458 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wreghtsoft Right -Suite Residential 5.5.17 RSR26014 2006-Jun-05 10:40:09 'gyp E:\Files\ENGLE2002\Caracas2598\Caracas2567\Caracas2567.rsr Page 1 RIGHT-J WORKSHEET 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CARACAS 2598 6.06.02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 J: 7th Ed. Narne of roan BTH2 MSTR.BTH WIC MSTRBR j4MANUAL 2 Length of exposed wall 0.0 ft 11.0 ft 23.0 ft 29.0 ft 3 Room dimensions 6.0 x 12.0 ft 17.0 x 11.0 ft 6.0 x 15.0 ft 19.0 x 16.0 ft Ceiings Condit. Option 9.4 ft heat/cool 9.4 ft heat/cod 9.4 ft 1heattood 11.8 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Bhth) Area Load (Bluh) Area Load (Btuh) DTOSURE NO. Htg Clg (ft) Htg Clg (ft') Htg I CIg (ft) Htg I CIg (ft) Htg I Clg 5 Gross a 14B 4.6 2.1 0 "" »» 103 "'" '«' 216 "" "" 342 Exposed b 13C 3.2 1.2 0 "" "" 0 "" "» 0 0 walls and c 12C 2.9 1.9 0 "" "" 0 ""' «« 0 partitions d 0.0 0:0 0 "" "" 0 "" "" "" "" 0 "" "' "« 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 »" «» 0 "" "" 0 "" 0 6 Windows and a 1C 37.0 " 0 0 «" 19 702 "" 0 0 32 1183 "« glass doors b 8C 37.0 " 0 0 "" 0 0 "" 0 0 »»48 1774 "» Heating 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 Windows and North 22.9 0 »» 0 3 "" 58 0 ""' 0 0 "" 0 glass doors NENW 45.5 0 "" 0 0 "" 0 0 "" 0 80 "" "" 3152 Coding ENV 54.4 0 «« 0 0 "" 0 0 "" 0 0 0 SE/SW 47.4 0 "« 0 16 "« 766 0 "" 0 0 »» 0 South 30.4 0 "» 0 0 ""' 0 0 «» 0 0 "" 0 Hors. 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 B OC>erdoors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 84 389 174 216 996 445 262 1208 540 exposed b 13C 3.2 1.2 0 0 0 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 72 76 100 187 197 259 90 95 125 304 321 421 b 16G 1.1 1.4 0 0 0 16 17 22 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 0 0 0 11 285 0 23 5% 0 29 752 0 (Note: room b 19G 1.1 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 28.5 9.2 0 0 0 19 541 174 0 0 0 80 2279 733 13 Subtotal loss=6+8..+11+12 "« 76 »» «» 2132 »» "» 1687 «» «» 7517 Less external heating "« 0 «« "" 0 "" "" 0 0 Less transfer «" 0 «« «« 0 "« "`« 0 0 14 Heating redistribution Dud loss "« 101/ 0 8 »" "' "» 10% 0 213 "`" "« "" 10°/ 0 169 "» ""` '«' 10'/ 0 752 "« 151 Total loss = 13+14 **« 84 «« «.+ 2345 .«» «» 11356 »« *» 8269 ..» 16 Int. gains: People @ 300 0 »« 0 0 0 0 0 »" 300 0 Appl. @ 1200 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8. +12+16 »» 100 «« " ` 1453 "" "" 570 "« - 5146 Less external cooling `»' «« 0 «« "" "" 0 "'" «" '"" "" 0 "" "" 0 0 Less transfer "' »" 0 "" 0 0 18 Coding redistribution Dud gain "" 10°/ «" »« 0 10 `«' 10% "" "« 0 145 "" 10°/ "'" 0 57 «•' 10/ "" 0 515 19 Total RSH gain=(17+18)'PLF 1.00 «» 110 1.00 "" 1598 1.00 ,.. 627 1.00 5660 1201Air required (dm) « 31 5 «« 79 75 "« 62 29 "" 278 266 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrrg ht50Tt Right -Suite Residential 5.5.17 RSR26014 2006-Jun-05 10:40:09 'gyp` E:\Files\ENGLE2002\Caracas2598\Caracas2567\Caracas2567.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CARACAS 2598 6.06.02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name of room NOOK KITCHEN FAMILY LIV/DIN/FOY 2 3 Length of exposed wall Room dimensions 10.0 ft 11.0 x 12.0 ft 0.0 ft 13.0 x 14.0 ft 38.0 ft 18.0 x 22.0 ft 45.0 ft 28.0 x 22.0 ft 4 Ceiings Condit Option 10.8 ft heat/ccd 10.8 ft heat/cod 10.8 ft heaticool 10.8 ft heat/cool TYPE OF CST HTM Area Load (Bt h) Area Load (Btuh) Area Load (Bhih) A. A Load (Btuh) DTOSURE NSO HtgI Cig (ft) Htg I Clg (T) Htg CI9 (it=) Htg Clg (ft) Htg I Clg 5 Gross a 14B 4.6 2.1 10B - - 0 - - "" "' 410 " - - 270Exposed 216 b 13C 3.2 1.2 0 »« «» 0 "" »» 0 '«` « 0 walls c 12C 2.9 1.9 0 "" »» 0 0 «« 0 .... partitions d 0.0 0.0 0 »« .�.. 0 0 ,, "" » "" "" 0 f 0.0 0.0 0 "" »« 0 0 6 Windows and a 1C 37.0 » 27 998 »« 0 0 "" 16 591 "" 47 1737 glass doors b BC 37.0 « « 0 0 "" « 0 0 0 »« '»' 0 44 0 1AA "» 0 0 0 0 «» Heating c 9C 38.7 « 0 0 0 0 0 0 0 0 0 "« d 1 C 37.0 0.0 « 0 0 0 0 0 0 0 0 « 0 0 e f 0.0 » 0 0 "» 0 0 `»` 0 0 "" 0 0" 7 Windows and North 22.9 0 «« 0 0- »» 0 0 0 60 - - 0 2732 9- 38 - 265 1635 glass doors NEMN 45.5 27 1685 0 "« 0 0 "" 0 0 "" 0 Coding E/W 54.4 0» 0 0 "« 0 0 0 SE/SW 47.4 0 »» 0 0 0 0 0 0 0 0 '»` 0 South Horz 30.4 0.0 0 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 48 906 612 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.01 0 0 0 0 0 9 Net a 14B 4.6 2.1 81 373 167 0 0 0 350 1615 722 175 806 360 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 216 680 253 walls;and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 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 10 Ceilings a 16G 1.1 1.4 132 11 183 182 192 252 396 418 549 616 650 854 b 16G 1.1 1.4 0 0 0 17 18 24 0 0 0 81 86 112 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Flom a 22A 25.9 0.0 10 2591 0 0 0 0 38 985 0 45 1166 0 (Note: room b 19G 1.1 0.0 0 0 A 0 0 0 0 0 0 0 0 0 0 0 0 perimeter is displ. c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 12 Infiltration a 1 28.5 9.2 27 769 247 01 0 01 60 17091 549 95 2706 870 13 Subtotal bss=6+8.+11+12 "« 2539 »» "» 210 "" «' '»` » 7022 «» 8739 0 Less extemal heating "» 0 »« «« '"" «« 0 .... .... 0 0 , , 0 Less transfer "" 0 0 . » »« ,,, ,,, 0 14 Heating red stribution Duct loss 10% 0 254 «« »» «« 10°/ 0 21 »» 101/ 0 702 "« 10'/ 15 Total loss = 13+14 "" 2793 "" «« 231 - - 7724 9613 13 16 Int. gains: People @ 300 0 - 0 0 '» 0 4 "» 1200 0 1 0 - 300 0 17 Appl. @ 1200 Subtot RSH gain=7+8.+12+16 0 '»` - »» 0 2282 » 1 1200 1476 - .«, 0 5752 ,,.. .�. 5261 Less extemal cooling "« 0 ... ... 0 «" ,.. ... 0 0 .... .«.. .., ..,. 0 0 Less transfer "" "" 0 ....10°/ �'" 0 .... » 0 , ..10'/ „» 0 18 Coding redstribution Dud gain 10 o/c '»' 0 228 - 0 148 10°/ '»` 575 "" 525 19 Total RSH gain=07+18)'PLF 1.00 «« 2510 1.00 - 1623 1.00 '»` '«' 6327 1.00 "» 323 5787 272 20 Air required (dm) "« 94 118 »» 8 76 259 297 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr-sC-j Vt C>Vt Right -Suite Residential 5.5.17 RSR26014 2006-Jun-05 10:40:09 K E:\Files\ENGLE2002\Caracas2598\Caracas2567\Caracas2567.rsr Page 3 RIGHT-J WORKSHEET Entire House 0DEL AIR HEATING,AIR CONDITIONING,R Job: CARACAS 2598 6.06.02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: 71h Ed. Name of roan BTH3 STUDY 1MANUAL 2 Length of exposed wall 6.0 ft 38.0 ft 3 Room dimensions 13.0 x 6.0 ft 12.0 x 17.0 ft 41 Ceiings Condit. Option 9.4 ft heaV000l 9.4 ft heat/cool TYPE OF I CST HTM Area Load (Btuh) Area Load (BWh) Area Area Htg Clg E)�URE NO. Htg Clg (ft) Htg Clg (ft') Htg Clg Htg CIg 5 Gross a 14B 4.6 2.1 56 ""` «» 357 Exposed b 13C 3.2 1.2 0 "» "" 0 walls and c 12C 2.9 1.9 0 "" "" 0 partitions d 0.0 0.0 0 "" "" 0 f 0.0 0.0 0 «« "" 0 6 . Windom. and a 1C 37.0 " 7 259 «» 57 2107 glass doors b 8C 37.0 » 0 0 »N 0 0 Heating c 9C 38.7 „ 0 0 0 0 e 0.0 » 0 0 0 0 f 0.0 « 0 0 0 0 7 Windows and North 22.9 0 "" 0 16 325 «« glass doors NEM 45.5 7 «« 437 0 0 Coding ENV 54.4 0 "" 0 19 1034 .... SE/SW 47.4 0 «« 0 17 806 South 30.4 0 "" 0 5 154 Horc 0.0 0 "" 0 0 "" 0 8 Otw doors a 11A 18.9 12.7 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 49 228 102 300 1383 618 exposed b 13C 3.2 1.2 0 0 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 partitions d 0.0 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 10 Ceilings a 16G 1.1 1.4 78 82 108 204 215 283 b 16G 1.1 1.4 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 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 11 Floors a 22A 25.9 0.0 6 156 0 38 985 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 01 0 01 0 12 Infiltration a 1 28.5 9.2 7 199 64 57 1624 522 13 Subtotal loss=6+8..+11+12 W4 »« «» 6314 Less external heating "" 0 «« «» 0 Less transfer „: 0 „» „« 0 14 Heating redistribution Duct loss " 10°/ 92 10% 0 631 °/ »« 15 Total loss = 13+14 "" 1016 6946 «» •••• 16 Int. gains: People @ 300 0 «« 0 0 0 600 Appl. @ 1200 0 0 1 17 Subtot RSH gain=7+8_+12+16 »« 711 ..., 4341 Less external cooling "" «« 0 .... " ' ,... ",, 0 0 Less transfer 0 18 Cooling redistribution Duct gain 10% "» "" 0 71 101/ 4 °/ 19 Total RSH gain=(17+18)'PLF 1.00 '"" 782 00 4776 .... ..., ZO Air required (dim) 34 37 _1.1 233 224 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�g1-�tso,Ft Right -Suite Residential 5.5.17 RSR26014 2006-Jun-05 10:40:09 A&K E:\Files\ENGLE2002\Caracas2598\Caracas2567\Caracas2567.rsr Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R .lab: CARACAS 2598 6.06.02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A w L Z E M D G Z L O X Y T M R R LAUN. BDRM3 a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BDRM2 a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BTH2 MSTR.BTH a n se a c n 0 d 1 1 90 1.0 1.0 1.0 4.2 47.4 19.0 2.9 WIC MSTR.BR a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 5.2 39.4 32.0 0.0 b n nw a C n 0 d 1 1 90 1.0 24.0 2.0 8.0 39.4 48.0 0.0 NOOK a n ne a C n 0 n 1 1 90 1.0 9.0 2.0 6.0 62.4 27.0 0.0 KITCHEN FAMILY a n ne a C n 0 n 1 1 90 1.0 11.0 2.0 8.0 62.4 16.0 0.0 C n ne a c n 0 d 1 1 90 1.0 11.0 2.0 8.0 39.4 44.0 0.0 LIV/DIN/FOY a n sw a C n 0 n 1 1 90 1.0 5.0 6.0 1.5 76.4 9.0 9.0 a n nw a C n 0 d 1 1 90 1.0 1.0 2.0 5.0 39.4 32.0 0.0 a n nw a C n 0 n 1 1 90 1.0 1.0 0.5 1.0 62.4 6.0 0.0 ,,- wrightSoft Right -Suite Residential 5.5.17 RSR26014 2006-Jun-05 10:40:09 AC.(:,k E:\Files\ENGLE2002\Caracas2598\Caracas2567\Caracas2567.rsr Page 1 a n nw a c n 0 n 1 a n sw a c n 0 d 1 a n w a c n 0 d 1 a n S a c n 0 d 1 BTH3 1 90 1.0 1.0 2.0 3.2 62.4 7.0 0.0 STUDY 1 90 1.0 1.0 1.0 6.0 47.4 19.0 2.0 1 90 1.0 1.0 1.0 6.0 54.4 19.0 0.0 1 90 1.0 1.0 1.0 6.0 30.4 19.0 13.9 wrightsoft Right -Suite Residential 5.5.17 RSR26014 2006 Jun-0S 10:40:09 /4CAC�% E:\Files\ENGLF2002\Caracas2598\Caracas2567\Caracas2567.rsr Page 2 �'`- �; �.. - "`-+s I'„� '.�E a -_"_"fin ❑ ,kin>..:.� �°�'.n.��n,� -... �gi c 4 q # r It --� ���®1 a i� pia •, ll" -w r. fir® MAIa� as...v Via, o- ° e ,+ ,d e"�:l. .m_.r+ 5y a2'E❑ "CPC ::^4';] Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r-6 Insulation value. O Ln C� O w w o t- p O p (1J ()J ((W V^^ TI V' W LF) L 01 aN Q LJ U � J Q C ILD Q� c Z Q • W U �L Rating 0 Via► -mom`. J O 5'. m a. J (n 0'; r�C.w':x�Z"���''7"rtiv:�.•f.�^•a: S,=aeS.y �.=;::.r � NEW :'-+U.C'�Ca.�.Y. •''''.,L�7; 4.�3�a9sM:ai: ''��iaaY-=t'��i'�+' BCIS Home Log In ' Hot Topics , Submit Surcharge Stats & Facts Publications ! FBC Staff B Product Approval 3 USER: Public User Product Aooroval Menu > Product or Application Search > Aoplicztion List > Application Detail FL # FL4668-Rl 'y Application Type E :� r.n ��tt Revision s_.ty Code Version �tl���004 Application Status?%j ®� ��� Approved Rro ca►: u iT:rs Comments �Q Archived Product Manufacturer Address/Phone/Email 93 Authorized Signature . ;1Wag M`E Teo s Technical Representative Address/Phone/Email n 'p < Quality Assurance Representative . 1�'.QPD1')i�G� a,41,wY Address/Phone/Email Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Standard ASTM E1300 http://floridabuilding- org/pr/pr app_dfl.aspN?param=wGEVXQvrDgtAcG5vedS%2bbvQu... 3/28/2006 AS T M E1300 TAS 202 Equivalence of Product Standards Certified By Sections from the Code Section 2612 HVHZ PI Product Approval Method Method 1 Option A Date Submitted 09/14/2005 Date Validated 10/16/2005 Date Pending FBC Approval 10/01/2005 Date Approved 10/19/2005 Enteroy Entry systems Tion p O C - _< O p j p C. p — c� op c o o = o p v .o 0 o po po op p o 0 1!;-fi� 3.: a_ 5 5 5 5 5 5 5 5 5 _ I plo.�o�p o plp o o�� v o v o o c o o C v o o p p v v o o p o IIp q p p C N' 'Nn' �y uN9_ 'ry NI ,N�O T1 o e o n ID u~i i)I v�r 4I4 C_ — U r7 O U •O U U U U O U I V [� V [.� V V V U U U U V 252 U p Qa CI m Qg rn O. E u 4? CN d � II E o Itl c c^ po pm m m o to ID p� Of m s L � mp ra v m % m m rn K O _n 171-1-1 —1'—i—� of�— o I11I pl o 14 r o Xxo� f Ipl IXI��=� I� Ip1-1--i-14�1<I IpI lil > o =_ [LJ r c= — T• m r vV-i m �n m tD b � m [C tD � L r v - - _ - 11 < c � c M o= - Pam - -2..- ez,, vcws�n ■r! MPIMADMID'7oms rwt==D m Ihii Quoa C1CVD6C iDdQminl mlomWmn-TfaC�n IIpN DC /+Y�mfc semis Iww.r�s forum u�onne moe+mi m+nec ..c o 0 0 0 4. C C C C o v o 0 ^v o 0 0 0 -6 O N N 0 N O O E r C O O C O ru N C N C - N C a TC QO - o c o e c r" - _ 3 _ _ � - - - •- N N ._ N ,e'.. _ ti ._Y.. 3 - - N - - N M1^ f� M1 N M1 !� M1 N M1 M1 M1 f� ti I� M1 as-- zl` —z—=z=lxx d x1z— =lzlxz_— e� 0 0 0 0 o a - o vi ui d= o v o 0 0 o v t v o v o o v v o v o 0 0 o v C! o v v v o C v o i —> o o O o o S? O O v 0 0 0 v O v O 0 0 0S? O v O 0 O 0 0 v O 0 0 v m - o mi o m m a m - m m - m = - - o - - cm-, v o eaa -oa'• rn a J � c oNo •� J - � - � H H N t.(] - � - rIJ - uJ � - � - [1] � U') � !lJ - _ (- ff1l - V1 - h t O m c o o c II � o H. Cl0 o v o o p C a p u i� U� :zp- mo m a o- - ruvrm •c 1 COPlxlANxt1D stfsca rttormmC in ¢us ram¢ prvrflc aOIIICalpJ 1°tocmaricn- •vallxbt° 4vn the lAasoetrtt .2ti:lu AtascNte I✓�l mcstcc mul 1 GA LETTER DESCRIPTION C REV PER EN 10099 [&_ D REV PER EN 11060E REV PER EN 11205 2-11/32 � nn -- .091 MIN 108 STK.070 STK 0 3-9/16 2-11/16 0 o o 10 0 h----�- 2-13/32 I-----F- 2-7/16 P/N 409808-0001, TOP FIXTURE P/N 405771 -XXXX, BOTTOM FIXTURE 2 2-9/32 .070 MIN 27/32 I I � 27/32 � 1-3/32 O +0 0 0 T 3-3/16 f o 0 2-1/4 O � O .090 MIN 7/16 P/N 407603-0001 , CENTER HINGE P/N 405742-0001 BRACKET, ROLLER SHAFT 3 � � LENGTT= DOOR WIDTH t-065 REF P/N 607935-0005 STRUCTURAL TUBING, RECTANGULAR .065 THK. END STILE WITH CLOSED END CAP P/N 408794-0001,2,3 SCREW P/N 60591 1 -0001 SECTION "B-B" CENTER STILE P/N 408680-0004,5,E �2 TUBE STRUT 607935-0005 AND STRAP 405831-0003 EACH CENTER STILE I'll 111-IT L SCREW P/N 60591 1 -0001 2-1/4 1/8 1-7/8 5/8 .030 THK LENGTH = DOOR WIDTH — 1 " o 0 0 � 2-1/16 THROW I 0 4 5/8 - O_ 0 0 0 0 3 P/N 400650-0001 , ROLLED HS-1 STRUT P/N 409334-0001 . SLIDE LOCK ASSY 1 1-3/4 O 108 MIN P/N 405964 & 046450, BRACKET, SCAB F-ART NUMBER -L" 405964-0001 3-1/4- 0, 4" 5-1/8 -{ 7/16 DIA 1-13/16 DIA 7/16 P/N 061166-0002, RC.LLER ASSY SECTION "G-G" CENTER STILE P/N 408680-0004,5,6 STEEL HS-1 'STRUM, P/N 400650--0001 4-3/8 -1 � O 0 0 2-3/8 0 1-3/4 H 4- .108 MIN P/N 405964-0002, BRACKET, SCAB JOINT 1 3.001 � 3/4 0 2.00 O P/N 405831-0003 STRUT STRAP 7-9/16 REF a7/16 7/16 DIA REF L- 1-13/16 DIA REF 2-9/32 .070 MIN I„H„ 0000,0 3-3/16 P/N 407605-XX.XX, END, HINGE PART NUMBER 1.H" 4076t 05-0002 85 407605-0003 1-10 407605-0004 1.35 407605-0005 1.60 SERIES SELECTION GUIDE SERIES INSULATION PANEL GAGE ,-. 184 YES* STD 185 FLUSH 186 YES* FLUSH 188 S7 6= F?21 189 i2tNCFi� 023 281 284 �J1SH 04& 285 -_ RANCH Rt8 381 384'`.o' -' 385 �.• `Y� � _ RAMC#€' ' P/N 061 166-0001 ROLLER ASSY, TR-3 1�s�€5. N01 � - .NLA -W'EGR,ITY OF THE' 4 r, •; y a UNLESS OTHERWISE SPECIFIED pMEAD Q NAME DAT THE DRAWING AND/OR TECH —AL ONFORMATON ON THISOAENSIONS ARE w NCHES:TOIERANLES M Q�E �R DRAWN w: - SHEET 2 THE PROPERTY OF OVERHEAD DOOR CORPORATION [r�Nut HOLE ANOtES 0{sarjiaL..wre(gPl © G.J. MOORE .:-.-1 1/1F OR ITS SUBSIDIARY AND IS LOANED IN CONFIDENCE FOR bNLRSIOHS OwEfp6 s O b' ENGINEERWG AND MUTAL ASSISTANCE PURPOSES ONLY, AND MAY NOT BE REPRODUCED OR USED TO MANUFACTURE wTERNAL: _ A y ,m, ,,,,,s N/A CHECKED 6V: - -" ADA JOHNSON 1 1 J2'z ANYTHING DISCLOSED HEREON WITHOUT THE EXPRESS s APPLIED FINISH: UNIT OF MEASURE: APPROVED DY: APPROVED11- PERuISSION OF OVERHEAD DOOR CORPORATION WHICH MAY ' "m 'o0'D0°' NONE EACH S. R 1 1 /2- RECAL THIS SHEET AT ANY TIME. )AD, Y80/281/3F .5/37.5 PSF, 16'-0" MAX NUM NUMBER ID- 408832 SCALE: 3/8 1 SHEET 2 OF M V 1 G.,? 1. DESI13N AND TESTED IN ACCORDANCE WITH FLORIDA BUILDING CODE, 12. JAMB DETAIL TO BE IN ACCORDANCE WITH DWG 409783. INTERN,'ITfONAL BUU_DING CODE, AND INTERNATIONAL RESIDENTIAL CODE. JAMB/SECTION BRACKET ATTACHING HARDWARE SHALL BE AS FOLLOWS: 2. DASH NUMBERS REPRESENT VARIOUS SECTION HEIGHTS, WOOD JAMB - 605574-0001 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. P CTION 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" - - 8. WINDOW MAY BE INSTALLED IN THE TO SE 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 EQUIVALENCY CHART OHD DOOR SERIES No. GENIE DOOR SERIES No. 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. OPENING HEIGHT (VARIES) -2" X 6" WOOD JAMB 2" X 4" WOOD JAMB OR EQUIVALENT HORIZONTAL TRACK & COUNTERBALANCE T- i Z R OPTIONAL SPLICE IN HORIZONTAL TRACK AT TOP OF RADIUS 405964-0002 �- 405964-0002 a T 54 1/2 046450-0003 36 20 1/2 5 405964-0001 405964-0001 STANDARD TRACK DETAIL FOR 16' SCALE: 1/16" = 1" END HINGE 1-1/2 - ROLLER SHAFT BRACKET 405742-0001 (2 REO'D) 407605-0004 --- TYP 2 PLCS 061166-0001 TYP 2 PLCS 407605-0003 TYP 2 PLCS 061166-0001 TYP 2 PLCS 607935-0005 &- 405831-0003 TYP 4 PLACES 407605-0002 TYP 2 PLCS 061166-0001 TYP 2 PLCS �.958 �2.0 93 VIEW "D-D" 2.. TRACK .068 THK (VERTICAL) 405771-0001 061166-0002 DOOR WIDTH CENTER STILE END STILE ROLLER OBRACKET � STRUTS/SECT. ROLLER VERTI GAGE CAL RACK (#JPER FT- T) HARDWARE 16' 3 SINGLE YES 2 X 3 .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. TER PALE �-p-- t WEATHERSEAL ---' SECTION "C-C" SCALE: 1/2 INTERIOR ELEVATION SCALE: 1/16"=1" THE DRAWING AND/OR TECHNICAL INFOR VN ON THIS SHEET IS THE PROPERTY OF OVERHEAD DODR CORPORATION OR OS SURSIpIARY AND IS LOANED IN CONFIDENCE FOR ENGINEERING AND MUTUAL ASSISTANCE PURPOSES ONLY. AND W NOT DE REPRODUCED OR USED TO MANUFACTtME AN-NG DISCLOSED HEREON WRHOUT THE EXPRESS PERMISSION OF OVERHEAD DOOR CORPOMTION WHICH MAY RECALL IHIS SHEET AT ANY TINE. BOTTOM FIXTURE LETTER DESCRIPTION DATE APPF C0 RPR 099 VE01 09 98 J EN 11060 OS 29 02 M E - REV PER EN 11205 11/12/02 Dt 9U.I.LDING . D11110"OR-4 c' CENTER STILE C (3 408680-0004,5,6 2 407603-0001 / (9 PLCS) 7 S)' TOP FIXTURE END HINGE TUBE STRUT AND STRAP f-- 1 7/8 THK. SECTI " NT�A-A" �p (7'-0" SHOWN) 8'-0" 11 MAX. HEIGHT 405771-0002 - 061166-0002 UNLESS OTHERWISE SPECIFIED EgHEAD p a� aoq D�ALus. NAME DATE nRAWTNG:.=`J 180/281 /381, TXMENSpNS ME IN Nws:T«ERANCTs ON OR AWL NOLF G.J.MOORE 11/18/9d r25/37 5 PSF, ENSXirS dAUETFRS 3 P �O' MAX MATERIAL N/A CHECKED Rr: ADA JOHNSON _-D" 12/01 /94 DRAAW„IG NUMBER D - 408832 APPLIED FINISH' NONE UNFi OF MEASURE: EACH APPROVED W: S.B000HER 12/01 /94 sue, 3/8 SHEET 1 D 2 � Lit�w� �estL� S�-Y-ices Se'nces:"N: .S.e=* o has ,viiewtc ? :� T - iC t S: �i:e.:oT i t.. ascr:iZ,,, -1cor - :-es zzcare^ below Zo deZe :e e pr-sie ; _-- 'j• -.Il aLiDrD C.esi�'' i0ad -MC 1:�1LaC' ter, rrc ... :':z� Cti 2iLa=: -Dade coL':= Florida Protocol R4L20 a c Rt 7 _ zu= ^ was a` - �?JOf' _ ue.. ..vie N,. for aLIT Cab 11I:Z/ L SUZ 1 - � P. t� =dor 1 °'OI— IlCe �c: �TcIl1L1 for ; ? ^rOCUC: 11Il� cIIG ii��deL c: ca_ee below. 1 S/_ : Je: c. ser ies ,M: Zile Zest -.'Dons �rcvide: -- f _ C oLsi_ L.� . W__. iTIP !�laJl�L1L.-. Ce:'.LT�C3te O: IerVl.l�C.' buee:s (COP'S) .'.7Il �::1C,^. '1 .::C 1-'Ji1�1L. 7e:=JI"twS Ce dau =mp—nual sz)ec±ed he7em' . The 3t?ac� ed zsOnl�?' le dL�r i�r�P�.r C' (ul.LlQue�V bere T'1 �d j� llr.v produc-, -model', provides core'atio� __; 7-Ma 0 =or eaCh bcuc: e model review d indicarr Q the es- lab, : epor- ,� ,r�:c�.1c. sire :mac -�raliar ',-- - 1:��e:;;s_ OIl _ Jriu3l'i0Il 3I1C r3?p1I1�5 iQT des' 1 load C =:+ C3L 111 7; O _M1Ssa:e " --aC. LeS�. �. 1 ZLL'1�1?lrSl'Jla l.r�r L ' S and �fi:-:,ces must ea_ �3 i71, Enter07 Entry Doors D-ocuc.:y1,�ceis: oo'd-177 Steel Door (Tatrix -3026447C-s)0j ) etal-Edge Steel Door (ylazrix -130=641; C-00_) Fiberglass Door {Matrix ,-30� aT-T hI= 710 sires: ;M Dtiv1_.-Q,r :11e ie,,,,, C071a71G2G !1C4 made no a: emvi X Ver:ili :'l: �1r.:'1ru� d Oi �Or*?,^, SS OlJlP �QIQ i11Dmi�te�. I2P i?v1ei1/ cjndilIIZer. War on; u7 3e.e'71iiT:a :tIC: '1:° :lLe la.�orazOr� .� = JemrLp rev, ew wa; ;Or,� .�C.ura1 �erOrmanC= rwu= Orz v aril a. not tn::uuc^ �' ',v Q`cir miitrariOlZ Or wazer?enczc=On Lit reruir. 1 177 APR-16-2003 WED 03;49 PM TRIM PAK FAX NO, + P. 02/12 Av.16. '2`0'9'' 3:23PM PREMDOR DICKSON 61VI 446 7229 No., 918 P. 1/il 2 o� Masonite International Corporation �\R TECHNICAL ADVISORY To: PD White Date: W116, 2003 Ct-ofOviedo, Flotida (407/977-6027; 407/9774MS fax) From: Kenneth R Imhoff CC: D, send (407/957.6234 fix) Sr. Yrojeet Manager—.Patterior Door Pmdu=r R. Saey (9131982.0914 fax) idmhoV@n=onitc.com 613/441-4255:oZec 013/335-4171 vwbAe 615/446. 729 fax Subject: Air & Water Performance Results on Exterior Door Untts Subadtted for Permitting by Engle Homes. Reference, Product Approval $best's COP-WL-MA0101-02; COP-VVL-MA0121-02 Indepantly Validated under the Warnock.Hersey (WH) Mark. It is our belief that the exterior door units definod under the aforementioned certificate of performance:(COP) sheets comply tivith the rcquiremerlts of :tbe.200] :Florida Building Code :.(FBC) .:,Chapter 17 ;(Structural Tests &;Inspections). 'This unit was been tested in accordance ovith Miami -Dade Building Code Compliance Office (BCCO) ;protocol A202. performance guidelines. PA202 procedures include water penetration in aecordance-ydth ASTM E3:3:1 -Standard Test:Method far Water:Penetration of xterior Windows, Skylights,,Doors, .and Curtain Walls. by Uo" rm Stcaric Air Pressure DWerence air infiltrl3iiOn `in accordance vi► th ASIML E2S3 Standard Test Method for !' etemdxing •the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Spec f ed Pressure Differences Across the Specimen. Masonite certified test report noted on page 2 of the COP sheet (NCTL-210-1973-1,2,3 / copy anclosod) ca� 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 Lest 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 =its designed to swing in achieved an air infiltration rate of 0.18 cfm/ft�. Thank you in advance for your further review of this information & lot me know if you require additional infoanation to resolve this subject. Respec ly Submirted, �`Lw3 7C R..Imhoff Masonite/Prentdor Exterior Door Products v One Premdor Drive , Diekton, Tentetset 37055 ArTek, Caetlegatc, Celco, Colorado, Decot, DorFab, Ertergy, Evergreep Johnson, Monterey, Oakortft, FremvU, Rocbman UniVCrdal, Royal Mahog2n,v Products, Spar -Rite, 5poeialty/Baylite, Stealwood APR-16-2003 WED 03;50 PM TRIM PAK FAX NO. + P. 03/12 Apr.11c•.2003 3,34PM PREMDOR DICKSON 615 446 7229 No,7916 P. 2/11 Prcmdor Entry Systems -3- NCTL-210-1973-14,3 (S)(F) STRUCTURAL TEST RESULTS SMCIMMN NO IS (Outswing) PAU RAPH NO. TITLE OF MEASURED ALLOWED 5.°_,7 Air infilcation 1.57 psf (25 mph) un CFM/Fil 0.20 CFM/FT2 5.2.3 Uniform Static Air Procedure Design loads (30 second durations) 76.0 psf exterior Meets as stated 76.0 psf interior Meets as stated 52.6 Water Resistance (5.0 GPH/n*) WTP `8,25 psf No Entry No Entry 5 .2.3 Uniform Static Air Procedure Full Loads 114.0 psf exterior Q.04I" 0.144" 114,0 psf interior 0.124" 0.144" STRUCMRAL TEST UMI S SPECISMFN NO U (Outswinc) PARAGRAP.IEI NO, T= Of TEST MEASURED ALLOWED 5.17 Air Infiltration 1.37 psf (25 mpb) 0.03 CFMIF7a 0.20 CFMTTa 5.2.3 Uniform Static Air'Procedure Design;Loads:(30 second durations) 7fi0:psf exterior Meats as stated 76:O.,psf interior Meets. as stated 5.2.6 Watai:Redstance (5:0 GPH/F7'� WTP - 8.25 psf No Entry No Entry 5.2.3 Uniform Static Air Procedure Full Loads 114.0 psf exterior 0.051" 0.144" 114.0 psf interior 0.147" 0.144" ST-PaURAL TEST RESULTS SPECIMEN NO 3S Rnswinyl PARAQR&rH NO TITLE OR TEST NEA U Z ) &LLOWED 5.2.7 Air Infiltration 1.37 psf (25 mph) 0.11 CFM/FT 2 0.20 CFMIF-e 5.2.3 Uniform Static Air Procedure Design Loads (30 second durations) ?6.0 psfexterlor Meets as stated 76.0 psf interior Meets as stated 5.2.6 Water Resistance (S.0 GPH/Fv) WTP = 2,96 psf No Entry No Entry 5.2.3 Uniform Static Air Procedure Fult Loads 114.0 psf exterior 0.143" 0.144" 114.0 psf interior 0.039" 0.144" riuv-ccc%uuc mu ua,ao rn ttctrt rrmh MA Nu, 4UtC5t0e64 t'. UL/Ud RRRIXE N= JC TA LN �, CID f Profitrslomii En glr cirri Strvi=s for DL-Velo pars and Builders or.Residential Housing P.D. r3or 69U T AU!:V iie. lr-l— 32793 ' Phone (4,7) 289.UWS ` Fax ,;40T) 2EG-5UG l.1\'C:17�I:i:i{' *L( 'flt•F ;QIZPP. T)T1CT A(�('FPTANr :L' IM400 Ymiksf.l Corporation 5161:.&'� ,t Sa su;a Ana S trect 1•'.0. Ft� •i2ip � . �131�:itt1 Califomia 92803-4250 nl StRii flEl�; op Twig Modcl DcSi =60r-: KN: ikset Sacs and Titan Scrics (Cylindrical Lo.i:s) Maximum Over21l SUt, MIR'! F,,im Fore tlith n.l" Cross Bore.( 2-3/8" or 2-114, Ba-lcset ) C.c kraal des:tzpiion: C-Hridric�l bored r;pe loci: I ic;ted rr, �;trcric:ut T=sl I,.'�bs of South Florida. Test Rtnort n A-'i:. 021-2.G,46. 0212.04-96 signed ar,6 sealed by l'lrillian) R Meitner, P.i .. Test L.o:c Desi ;n'Load r��rCtli' ntn'(UTM P 912 Pt►-202j F � 1:„1; �t=ti.�c le IrtiaaG. p r:P� -201 tr. pasz;d p3sse1 , 3 ;(i71paC1Eu as;rs�.ng unit) 1:z1�,�1s�° I na•'.tn�'i�,i G71 io: a1 a-zlec Kivikset Series posiii`�e 6;:0;pe GS.O'psf • J•:itig! )c-Loidi. T:av_. 671 mml C'ticles �:wil:se{'Scries nc titc 96.0 psf 86.0 psi r:ttrlrr• LclaLiing Tcst 671 total cycles ' Titan, Series positive 86.0 psf 8£.0 psf Fatigt:c Lwd.iiiU Test 671 total c:c` m Titan CP, cs neptive 86.0 nrf $5A vff T)45i1!tt 1'tesntre it 'tin;: Ki. iksst Series - Passage: Positive 65.0 pcf (01-7 UNG) znlry (requifes•gas,:aGe b61t) Negative 65.0 pcf ' D=acitx�lt ;?;,sign Pr sruz:. ka.ilrit,: i:nil s� :+cries - Passage Positilc E 5.G Dif (INSWING) n1s5• (.quires p s:aDebolt) Negalivc 56.0 Psf . D^adbolt 1):-c�� n 1 ; csrara P.ating: Titan Series - Passage Positive 86 G vsf (0'JFSVirINGI entry ([equit�5 tk�srsge boll) Negative RG:O ps.`. ' Lti1�, �t�i 1 �ii iJ :3C1b011 .� �tii�tlt.�tLq��r �E?' Q; • ,, . LNS'i 1�I.I1.',,'f'lGi�_A-1=,'n_ANCfiU7:IttiG; See rct•erse side this pa7;c _ Q • • t. Ar.nrciv. d fGr use jn )ocF1t14ti 3dhrrlrlo _ p�` C= to the S.B,C.C.I., S.r.17.C„ S F.B.C. Brouard Edition and requm ,' -,nis at dete.rn-d=i by ASCF 7 Minimum Design Loads for Euilding5 and Other Structure:; dots tact *.g;:T"—, prLtsurt ratinLs iisind abo1•c. 2. Tl1^_ �:grade Ttstting of a l�l: is not Nrti neat io sjmctv.sl pe ormince w relates to Harr►cant I Wincl Cndc comp 3, Adn be used on doors Lr.=4to des!Ln omssuras c =l to or lesr Vnan thorz shown above. 4, Appiication for building Nntu.t shall be accompanied by a cods of • is approval. rtuu-_"D-cuuc Inu u0.1-3 rrI ImIll rrin rftA Nu, 4Ur00loL64 r, uvw INSTALLATION OP LOCH' SETS PER TESTING Acceptance W309400 PER KWIKEE T SERIF' r_KARDWARE f PROVIDED NOTE TO BUILDING INSPECTOR THESE KWIKSET AND TITAN SCHEMATICS ARE FOR FIELD INSPECTION PURPOSES AND REFLECT TESTED CONFIGUPATIONS. DETAILED INSTALLATION INSTRUCTIONS AR.7 PACKAGED WITH THE LOCK UNIT INDIVIDUALLY, `TI!AX, S 01 Art:• WOOD SZFIE''w - ti ri�II;L FFLA7, —/ IFS 1•IA�DW�RE rHUMB TURN W16cD I 2, � WACHINE SCRF-:W KEYED wp4C SCREW� u�, DW BOLT w/ 2 3/e' or 2 3/4" STRIK: J B ACXSEt PLATE i t/s" < wool) SCREWLATCH BOLT wl 2 3/8" or 2 31,C STRIKE _f BACRSET PLATE •> s PER HANDL SET WWD DEAD BOLT w/ . BACKSET MECHANISM TO BE L.a_ wtN c j 1 j ij110 l��(, ` xArr .wo J srpcw IjATCH BOLT -/ 3/3` or 2 3/4 , BACK7ET f'ER HA,NDU SET, L-'VER or KNOB. M. MECHANIS1d TO BE HANDLE SET. LEVER or KNOB. I= ®rm NOTF TO BUILDING INSPECTC MECHANISMS WITHIN THE CLOT ARE OPTIONAL TO THE PPIMAF MECHANISMS SHOWN. FOR EXAMPLE; A THUMB TURN DEA4 LOCk CAN BE SUBSTITUTED WITH A KEYED MECHANISM WITHOL INVALIDATING THE SYSTEM. 19 XX dl� ��� ^n l t I Glazed Outswing Unit 90" FIBERGLASS DOORS APPROVED ARRANGEMENT- O O Double Door Maximum unit size . To" x To - WWtn*c t Hepratty ®® E-E7® Test Oan Review Certificate I3026447A; I30264478; i3026447C and COMM Report Validation Matrix I3026447A-001, 002.GM: I30264478-001, 002, 003; I3020441C•001, 002. 003 provides additional Information - available from the ITSM/H website www.eusemkozom), the Masonite website www.masonite.com) or the Masonite technical center. Note: Units of other sizes are covered by this report as long as the Panels used do not exceed 37 x 87. Design Pressure +47.0/-47.0 < Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly, details have been followed — see MAD-WL-MA0012-02 an L. MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: — MM 00 622 series u 404 Series 108 sodas Oaka ®E atuftrea FISSRO.ASS flNTRY DOORS N•u.fmwiNrpu 6w.Dasn PREM_ __o ,lc` • loot 77, 2002 M•tnluw t1Y•IIt1 D.er. Ow cWinuinq prugPm of product Im -MMt ma4U3 sp.dlkatlana, deagn and product Masonite International Corporation PUPA *RS to dung. ritnow m tea. XX ' ' ' I 1 Glazed Outswing Unit 89099 FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: , CTLA-805W 1 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: 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 0ata AM" Certificate /3020447A: 130264478:13028447C and COPfrest ibeoart validation Maft f3025447A- 001, 002. 003: /30284478-001, 002, W3: /3028447C 001, 00:4 003 provides additional Inforrtn9dn - ava0able from the ITS/WH website (www.e0semko.carn), the Masonite webshe (www.masonite.cam) or the Masordts technical center. Oak aft W oeJ •u r+in T+xrur•.1 FIBERGLASS ENTRY 00o%S Nw -W R6.,p E lOwn Mon r ��6./�1✓l/I�'fCW�ie�/mw � JrRr 17. 2002 Ow cmMuing program pi P100ict improv.m.m mua rp(allnnwa. design and pro" Masonita international Corporation. wa 8u6iut M wlq. ranopt mtic.. xx Unit TYPICAL HINGE ATTACHMENT 4' x 4' BUTT HINGE r (12 GAUGE) SIDE JAMB DOOR PANEL Ty S11 1 2-15/16' S�TEEML R MINIMUM- O O r TTH V'M r RE.01. Et I--' L (BUTx 3/4 I FIAT HEAD WOOD SCREWS TO BE ADDED OUTSWING UNITS WITH DOUBLE DOOR TYPICAL ASTRAGAL PROFILES I 1.13/16' I 2-5/8' 1 314' ol,Mt FA STEEL - MINIMUM- T MINIMUM THROW RECUiREO 1.3/4' 2.3/4' _ T sne OW.tETEA 1.3l4' STEEL MINIMUM - r MINIMUM THROW RECIUME0 I I I r 1• I r �. —i ALUMINUM EXTRUDED ASTRAGAL (0.06' MINIMUM WALL THICKNESS) WITH ADDED REINFORCEMENT INSERTS AT TOP EXTENSION BOLL BOTTOM EXTENSION BOLT AND CYLINDERICALJOEAOBOLT LATCHING LOCATIONS. ATTACH WITH l8 X 1' PAN HEAD SCREWS —LOCATE 1' FROM EACH END MINIMUM AND 22' O.C. MAXIMUM. FLATHEAD WOOD SCREWS OR (3) Z' LONG X 1/r CROWN WIRE STAPLES TYPICAL HEADER & SIDE JAMB ATTACHMENT FINGER -JOINTED KILN DRY WOOD FRAME HEADER (1.1/4' X 4-9M6' WITH 1/2' STOP HEIGHT MINIMUM) :3) Z' LONG 117 CROWN IRE STAPLES FINGER -JOINTED KILN DRY WOOD SIDE JAMB (1.1/4' X 4-4/16' WITH 1/2' STOP HEIGHT MINIMUM) Test Data Review Certificate 13026447A:130264478: 13C26447C and COPlrest Report Validation Matrix 13026447A-001, 002.am: 130264479-CM.002, 003:13026447C-001. 002.003 provides addltidrtal information - alr WIet from the ITSMlH wetisits (www.edUmko.com), the Maurine weosite (WWw,masonite.Cam) or the Masonits technical center. ,/ Iaaale.^:.Nr foe June 17.2002 P��✓/"�"' .,//l��i�I tf'/V�/l/G uanWV4aoM VoleroettonW"waelmaaeafpacllpepRy Masonite International Corporation tugeer to tYlanee r.itnout notice. BACK BEDDING (DOW 995 OR EQUAL) `Dil Ll I GLASS INSERT IN DOOR OR SIDELITE .PANEL SECTION A -A TYPICAL RIGID PLASTIC LIP LITE SURROUND HIGH PERFORMANCE RIGID PLASTIC OR CELLULAR VINYL LIP LITE SURROUND FOR 1/8' SINGLE PANE GLASS 11T. 3/4' OR 1' INSULATED GLASS. 16 X 1-1/2' PAN HEAD SCREWS LOCATED 13.1/8'MAXIMUM FROM CORNERS AND 14-3/4' O.C. MAXIMUM DOOR 1-9/16• DOOR l I IlA Q0 q.0 O�OC 1/8' SINGLE ) pp,, ppOC 1/F SINGLE 2 q,0 00i PANE GLASS; p0 Ct, QOUO OUOI PANE GLASS; 0 QO Q 1/Y.14' OR 1' Q 00 0 0 0 0 P 1/7, 3/4' OR 1' 2.7n 6 p,p G 4 Q0 Qo Q� iJO �1_ j�p t— 314' OR PANE: 2.1/Z 0 C10� j� �_ DOUBLE PANE OQQ4o0�Q 0 Q�4- 4 QXOnd TRIPLE PANE�v0a�p 0��0'UO'T TRIPLEPANE INSULATED I 0 0 4� INSULATED GLASS GLASS i 1/8' SINGLE PANE GLASS: 11Z,14' OR 1' DOUBLE PANE; 3/4' OR 1' TRIPLE PANE INSULATED GLASS z Dona 1-7n6' SINGLE PANE GLASS: �— DOUBLE PANE: TRIP OR 1' TRIPLE PANE T INSULATED GLASS 'Glass inserts to be sub -listed by Intertek Testing Services/ETL Semko or approved validation service. W""OCk !{eraay Test Oats Review Certificate e3026447A: nO264478- IM26447C and C0P/Test Report Validation Matrix e3026447A-001. 002. 003: #30264473-001. 002. 003: /3026447C-001. 002. 003 provides additional information - available from me ITS/WH wepsite (wr .ebsemko.com)• me Masoaite �O websile (www.masdnile.com) or the Masonite teclimal center. ,..�] �J� l..Imi•d� lre.w June 17, 2002 d"f0A0 WOO" atOro°"slrfiv iw,mi1ss0 jkitl0A1- Masonite International Corporation esape ind t"edi91 d-W welecl to Clanee wCmd nouc& MIQ WL MA0002 OZ{ DOUBLE .••— 6' TYP. TYP.3' CL TYP. TYR �F,*P- 6'3" UNIT 81" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYR Z_ t, l • 6 per vertical framing member • 8 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 1110 • Width of door unit plus 1/2" • Height of door unit plus 1/4" r T T T T T T Warnock H"'ry Test Data Review Certificate 03026447A: 130254478: 13026447C and=P(rest Report Validation �® Matrix 13026447A-001, 002. 003:130264478-001, 002. 003: f3026447C-eM. 002. 003 provides d� additional information - avaiianle from the ITSMIH weasite (www.easemko.tom), the Masonile i -�7m vnttsite (www.gmcnitt.com) or the Masonite technical cemet. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A1562) cylindrical and deadlock hardware be installed. • UNITS COVERED By COP DOCUMENT 3147, 3157, 3242% 3247, 3252- or 3267 Compliance requires that B" GRADE 1 (A'NSI/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 #8 and #10 wood screws or W16" 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 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. aay.Nar e..,. June 17, 2002 0wcensMwaonnaruroauaunom.mmrmatnmaticW Masonite International Corporation dnlen and mdua atoll sueleet to awgg -KftW1 MOM 0XX0 0��' �,� ✓ "� Glazed Outswing Unit COP M MAQ110 0 8'09' FIBERGLASS DOORS APPROVED ARRANGEMENT: WRnteele ►1«w �ae test Data Review Certificate/302W47k /30204478; 13025447C and COPRiell PAVen Vatidattdn Matrix /3026447A-Ml. 002. GM: P30264476.001. 002. 003; /3025447C-001. 002, GM Provides additional information - awilable.fmm me fTSMM weesite 1www.etisemko.coml, the Masonile webshe www.mamits.com or the Masonite latlmini center. Note: Units of other sizes are covered by this report as long as the panels used do not exceed`3'0" x 8'0". Double Door with 2 Sidelites Maximum unit sae • 170' x 0'G' Design Pressure +47.0/-47.0 Untitled water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design Pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-mdonal. state Or local building codes zoecJty the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0015-02 or MAD-WL-MA0018-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: — I1 00 $22 Series ps I 404 Series lea Series Oak • aft A$�j Effor"' PIH EROLASS ENTRY;DOO DOORS RS N....w..+F1.�..u6g Jwn p�j���D� �/SA./�'IwR&(iidew • Jiw 17. 20132 w. o••rn. o•«. owcotmeRngorognmofprodualmorowrn•.m,usw.cianwn..arpn,"WM0 Masonite International Corporation oetad euaf•Q to Livings vAniout nod[A. •a OXXO Glazed Outswing Unit �� ��✓ ��� 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: a.. 810 Series 300 Series APPROVED SIDELITE STYLES: t, w 0 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31ro2" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDiN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME cm, 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). / &Exf�5 !�— State of Florida, Professional Engineer Kurt Balthazor, P.E. —License Number 56533 W w"*C t rin••y ®os Test Data RcdWw Cerd6nte /30284470. /3028447B:13028447C and COPRest Report Va00atlen Matrnt I3028447M 001, 002. 003:130M64478-001, 002, OM.13025447G001. 002. 003 provides additiorw imormadan - sva0a01e from the MWH weoslte (www.e0semttoxam), the Masonite weosde (WWW. ttasordte com) Or the Masdnite ttsMiai unto ' Oak af vvu• . Te.ivr.0 AR® '" FIBFROLn SS ENTRY D000.5 Fa.luir•ly lr•in Na.+uvwl f+b�p.6-0— # Jun. 17.2002 Our rme.w.y Dlowam at amd,,a 4naw_"_...e.dittbn.: d.so.ne o..cua Masonite International Corporation o.uul .u.iw t. wry. we•w noa.. I oxxo Unit �� �i �. � , 1 1 I OUTSWING UNIT WITH DOUBLE DOOR & TWO SIDELITES (BOXED CONSTRUCTION) TYPICAL HINGE ATTACHMENT TYPICAL ASTRAGAL PROFILES 4' x 4' BUTT HINGE 1-9n 6 'i I 1.13/16 I (12 GAUGE) SIDE JAMB /�OOR PANEL WOOOSCREWS TO BE ADDED DURING INSTALLATION SEC MINIMUM INSTALLATION DETAIL SECTION A -A TYPICAL SIDE JAMB & SIDELITE PANEL ATTACHMENT '"" N RNGER•d01N1Eo YEN CRY WOOD 510E J.Yg / l•w•writ rN 1?STOR RE,cNn LOEER(MNEL , nExrJ L,woodrm. fKa wow SCREWS. �u 1rr MN.) "aED"rN LOCATE rEROY LLC. CORNER YIO le WNGE NN "Ls u'O.0 ryERO. EAOrwMIT I Note USE no1r CORNEA:a•w o.c FOR YUWON SiaE �rnolYERr IOR IR)RgaNLtL iPoY + Y• ac WR VERTICAL imY SECTION B-B TYPICAL THRESHOLD &, SIDELITE PANEL ATTACHMENT m"rE A r T 2.15n6 Z•Sl8 `i 2-3/4' snr• g1RYST ETER >nr 1 MINIWY- ® 1-3/4' OjFA YfTW r YIMIMUM WMIWY- 0 1-3/4' S1EEL THROW rY1YWY wN1YUY- REWREO LT"Im. r.:ww" REGWtLO RNRow Ep4REe 1 1' 1 I- 1• 7 i 11 ALUMINUM EXTRUDED ASTRAGAL (0.06' MINIMUM WALK THICKNESS) WITH ADDED REINFORCEMENT INSERTS AT TOP NSION BOLT, BOTTOM EXTENSION BOLT AND CYLINOERICAL/OEADBOLT LATCHING LOCATIONS. .. ATTACH WITH /8 X 1- PAN HEAD SCREWS —LOCATE 1' FROM EACH END MINIMUM AND ZZ' O.C. MAXIMUM. ...........................::.................................................. TYPICAL HEADER & SIDE JAMB ATTACHMENT A (3) FOR TO' HEIGHT OR SMALLER (4) FOR HEIGHTS GREATER THAN 7.0- I FIBBER -JOINTED KILN DRY WOOD FRAME HEADER (1-1/4- X 4-9n6' WITH 1/r STOP HEIGHT MINIMUM) I (3) 2' LONG X 1rr CROWN WIRE S APLES FINGER -JOINTED KILN DRY WOOD SIDE JAMB (1-1/4' X 4-9n6' WITH ur STOP HEIGHT MINIMUM) _ B TYPICAL THRESHOLD & SIDE JAMB ATTACHMENT FINGER -JOINTED KILN JAMDRYWOODSIDE SIDE JAMB JAMBS ATTACHED BACK-TO-BACK (1-1/4' X 4.9n6 MUST BE JOINED USING 1' X 1/r LONG WITH lrr STOP CORRAGATED FASTENERS LOCATED 3'FROM HEIGHT MINIMUM) EACH END MAXIMUM AND T O.C. MAXIMUM (STOP SIDE) OR 010 X Z' FLAT HEAD WOOD C� SCREWS LOCATED 3' FROM EACH END _ MAXIMUM AND it O.C. MAXIMUM (ON CENTERLINE OF STOP). Vnelr �J HIGH PERFORMANCE . yWg ack HMN NEAO eUYPER rwEsmoLD woad wAFwS I�4",nr STGP LDCAr[ LOUfFr MOM HEIGHT EREgWM I HIGH PERFORMANCE FINER. R) lB X 1-1/4' LONG BUMPER Hare USE Rle 1 r FLAT HEAP WOOD SCREWS OR iHRES11010 s fQ I1Ma T (3) Z' LONG X 117 CROWN WIRE STAPES (4-9n6 X 7/8' STOP Test Data Renew Certificate 13026447A: /30264478: /3026447C am HEIGHTMINIMUM) COP/Test Recon ValioaoonMatrix 13025447A-0Ot, 002. 003: 1302644711-001. 002. D03: r3m"7C-001, 002. 003 omo ides Awi iwW iNomution - availacle from me ITS/WH weosite (www.etusmko ram), me Masonite weasite Iwww.masonite.carn) or trig Masomte teenmol centeL June 17.2002 P M �'^��� � G • caw COIIINRIIIIe lMReraT el e.OeIIQ ITpeo.wRMl TaRef ige011geonL .. G..1:.. R..,. Own am Prow¢ ow+ suaten to oungL.Rnwl route. Masonite International Corporation BACK BEDDING (DOW 995 OR EQUAL) GLASS INSERT IN DOOR OR SIDELITE .PANEL SECTION A -A TYPICAL RIGID PLASTIC LIP LITE SURROUND HIGH PERFORMANCE RIGID PLASTIC OR CELLULAR VINYL LIP LITE SURROUND FOR 1/8' SINGLE PANE GLASS 12". 3/4.OR 1' INSULATED GLASS. PG X 1-1/2' PAN HEAD SCREWS LOCATED 13.1/3- MAXIMUM FROM CORNERS AND 14-3/4' O.C. MAXIMUM DOOR 1-9I16' l �0 dj�"C�0 O�OC PO O 1 t 1/8 SINGLE T PANE GLASS: DOOR � 1 (b1 p-0 G,O� U C� U OU 1/8" SINGLE 0 40 $30 a� , Ja OR 1' � GO o Ot � 9��0 0 Q Q P PANE GLASS; 2-7/1G DOUBLE DOUBLE PANE: 2.7R' 0 00 Cl0 cUG 12', 3/4' OR t' OU�O Q oQ 0 0 0 3/4 OR 1"Q0�nrxx�� f TRIP! PANE � OQO0�Q� _+— DOUBLE PANE 0 INSULATED 0�7p0 0 C1,0 4 I TRIPLE PANE GLASS INSULATED GLASS DOOR i • ' 1.1/2' -4 ODOR 1-7A6 1/8' SINGLE PANE GLASS: 1/7, 3/4.OR 1' DOUBLE PANE: - 9/4' OR 1' TRIPLE PANE INSULATED GLASS 'Mass in3erts tQ L'e sub -listed by Intertek Testing ServicesiE i L Semko or approved validation service. NB' SINGLE PANE GLASS: 1?, 3/4' OR 1' t— DOUBLE PANE: 3/4.OR 1' TRIPLE PANE INSULATED GLASS Test Oats Revjm CemOnte /3026447A: 130264472: /3026447C and COP/rest Report vah tion OIi Matrix nO26447A-001, 002 CIM: 130264478-Mi, OOZ ON: 1302G447C-001. 002. poi prda on atltlitional information • awilable from me Il'S/WM wetlsae (www.easemko.toml, the Masorete ® weosite (www.masoMte.com) or the Masonite tec tru= cemer. n e.<t..t.at t.em Juno 17. 2002 PR15Mwnr_✓/ i... • ­ owi•n o.... owmemume mmmm of orodw Imort—,ttm m.ua to awg. a—, rot saw am doom an" lualo.tlik.o•n{, Masonite International Corporation w ra. O0 � v \ti Unit ,� VI' DOUBLE DOOR WITH 2 SIDELITES CL 1 P. TYR 1 1 1 1 11 1 1 31 F TYR TYR I 1 1 1 1 1 1 1 1 1 it 1 11 it 1 11 1i i 11 11 1 11 t, 11 i 11 1l 1 11 1� Test Data Renew Certificate 03026447A: 730264478: 13025447C and COPrest Rendn Vaddat on Matrix 13026447A- 001. 002. 003: 03026447B.001, 002. go3: /3026447C-001, �® 002. 003 Provides additional information - available from the ITS/WH weosite (www,stlsemko.coml. the Masonite weosite (www.masomte.com) or the Masonhe technical center. T T ti • 6 per vertical framing member ' 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. TYR UNIT 8'U' UNIT 13-15/1F 17-1/8' MAXIMUM ON CENTER TYR r t f • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED By COP DOCUMENT 3147, 3167, 3245% 3250, 3255• or 3270 Compliance requires that 8" GRADE 1 (ANSUSHMA 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 tar 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 er 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 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. June 17, 20C2 Our a .—Q pmeram of erofaC imorW.r„aM mown $PWtft•eoni onien.M eruma o s.W.ct to ayp..[ffout mote. e•rf.....f� fr. PRFM �'�Far , ii�• Masonite International Corporation I � �a e I aIF WTE nCeA f z } �/iiknd�PPPn.�[1naR��s, 03/26/02 111E 15:51 FAA 4U735U1Joz nxv un run%,.nnoan— =-" PAiNVE5T GROUP M- TAICHUNG BRA1ti1GH s L I 0 9 Sig No- 9, Rd.10, Industrial Paris, Taichung Gty, Taiacan Tat: $86.4-359.3508 Fax: e88-4-359-3447 LEI CHU ENTERPRISE CO., LTD. EmmM W t. February 3, 1999 SUWECT: 1" to 3"x .120" Smooth or Ring Shank Electro-Galvanized Nail Wire Dbineter:.120 +/- .001" Length:.975" min., 3.016" max. Read Diameter:.275" min., 375" max. Thread Diameter: (ring shank) .132" min,, .135" max. Rinench: (ring shank) 25 mi,n, to 29 max. Galvanization: Electra Galv. w/ 6-8 microns chromate The above mentioned nails made for Interchange Brand meet ASTM641-92 and are Class 1 galvanized. r-ttr --'r 2002 08:22 FR OWENS CORNING 2-A 419 248 7354 TO 913213481001 P.06i34 File'R24751 �Page'T1-1•of i issued: 6/15/2001 TEST RECORD No. 1 WIND RESISTANCE TEST.* MMOD 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 a by 4 in. dimensional lumber provided the support and rigidity required for handling. The plywood was secured to the support lumber with ed 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 l-1/2 in. galvanized roofing nails per shingle :by Underw;i'ters Laboratories, personnel parallel to the short dimension of the test panels while at -room temperature (80 t 15°F) and in a manner'recommended by the manufacturer. The panels were maintained at an incline of one verticalo 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 tahs 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 results. yielded unsuccessful 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: / Martin K Rowan Sr. Project Engineer MR/DM:Iib DMS Reviewed by: Douglas C Miller Engineering Group Leader n = Accepted for use as an underiayment felt to be applied r f r over the deck prior to the installation of TAMKO asphalt shingles. 4 vti1� Underwriters Laboratories Built -Up Type 15 Label ::ASTM. D 226, Type :I Roll Dimensions Coverage per roll Laying Lines 'All values stated as nominal 144' X 364 4 Squares 2°, 8-1/2', 11-1/411, iT 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. ITANKU Visit our Web Site at www.tamko.com 0a=1 Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 ROOFING PRODUCTS Northeast District 45M Tamko Dr., Frederick, MD 21701 800368-2055 TAAMNs a named uadwnwk d Southeast District Southwest District 2300 35th SL, Tuscaloosa, At_ 35401 800-228-2656 TaMxo Aoormt PM&' `. hx. 7910 S. Cerrtral Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 8= 6 800-530-8868 INSTALLATION GUIDELINES FOR WATER-RESISTANT UNDERLAYMENTS The following is a general guide for the installation of water-resistant shingle underlayment- These guidelines can be used regardless of the weight of the undedayment. However, always be sure to consider the . local codes OVERNIGHT EXPOSURE .' If undedayment has been exposed overnight, moisture from dew _ should be allowed to completely dry before shingling over.lf this =z� 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 i. .. reappear the neat morning when the homeowner will notice them. ?a WATER - RESISTANT UNDER LAY ME N T S While weave discussed underlayment being exposed overnight, it is highly recommended that the roofing contractor tear off he : .only what can shingle over tbat same day. This prevents the most common Water resistant.underlayment is a product that -consists of organic felt undetlayment installation problems. asp, tmpregnated with halt saturant: Some water-resistant undedayments, such as CertainTeed's: Roofers' Select} also contain a fiber glass tern- FASTENER .TYPE: k . forcementwWch increases tear strength and reduces wrinlding Water-reststantunderlaymentwas origiaaIIyited'to keep the CertainTeed recommends rising nails rather -than staples. Fails provide more roof decking dry -until shingles could:be applied. Applying this. under- . resistance and against erlayment tear.out Iris very important,•:4.1 whether hand nailing or using a pneumatic gun, that the fasteners be layment was ong molly called "drying -in the ,roof. ! It was also. useful driven flush. as a separation sheet between the roof'sheathitig boaids. (Before OSB ,. amdplyWood sheets were:used as roof decking) and the isphalt..shin- INSTALLATION METHOD: glen This was nmportant because resin poclaets m the pine planks . . the 2sPhatso.degrade . dejayment ' mcaused en aPPg undeiayment the keis to keep the product as separated the resinand asphalt from each othei wrinkle free as possible. Water resistantunderlapmentls made toshedmostof the.water 1. `Unroll the underlayment parallel with the eaves. The eaves edge'of that falls on'it unkess'itis torn or punixttred Its ability to be water- the nnderlayment should go OVER the drip edge eaves flashing, resutantis<temporaty Asthe sun d es the' egrad exposed asphak the but go UNDER the drip edge fiasbkng.along.tbe rake. . matenals hrgm to d-F, absorb more moisture, Iose its. strength and evenWally. begin to teat The.less asphah used to saturate the under- Y* laymeat sheet during manufaixurmg, the shorter its.hfe: Since asphalt - r is the most a -component of shingle urideriaysmeut, Pnced materials will have less asphalt and a shorter life when exposed to the sue. mink o� aec`R . !erl-Oca shingle undetiapment, for the same reason, is IS50 de�.aQ 0 also'strblect to severe Wrinkling when it gets wet or even just damp, 7nderiaym •' ent rs used'under asphalt shingles fora variety of reasons, such as providing:. ♦. Backup for voter=shedding protection of the deck if shingles fail from wind-dnveu lain. The:lower the slope; the more important under}aparent ts, surce per flows more easily under shingles on lowslopes ♦ A protective..!. ierto the elements between the time.the old shingles have been torn:;otTaad prior to the newshingle being . applied: However,:t a underl! y*enr should not be.rehed on as a temporary roofs ily,when the drip edge flashing is not yet in place: Ii is unlikely to_ prevent leaking in the event of.... heavy wind and.rain. + An agent to hide 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 ' Chaerer s �- lwxwt voaelwymeo. _Me�tia�� Figure 5-1: Applying Water -Resistant vnderlayment Along The Eaves And Rabe The type of decking material used may influence the holding power of the fasteners. Your experience may Here Are indicate that more fasteners are necessary in some situations. Some Tips... For steep roof pitcbes above 7.•12 consider adding a third row of fasteners, making each row 9" apart instead of 12" apart. Dennis Torback from Fulton, RS tells us. "I 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 approxintately 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 underlayment 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 assort of zigzag pattern. This will result in a simple pattern with all nails being approximately 12-15" apart. (See tips above.) TYM 6 Figure 3 2 Standard Nailing Patten For Water -Rea art Underlayment 3. Succeeding courses should be unrolled in a similar manner over- lapping the -previous course by Zf.-Be-careful-to-roli-it-out-straight-- as the underlayment will tend to slide down the pitch of the roof and end up crooked. The spacing of nails in this overlap area should be approximately 6" apart, centered in the 2" area. (See tips below.) 4. If the length of the roll is not sufficient to complete the entire run, an end lap of 6" is required. We recommend two rows of nails 6" apart to hold the lapped edges in place. End laps should be located 6-8' from any other end lap that may in the preceding underlayment course. WARNING When installing undedayment where hot vent stacks protrude (from wood burning stoves etc), it is important to allow a minimum 2" clearance. Check fire 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 lnstallafion. If these problems appear, several approaches are available to eliminate them. Fast, the undedayment can be replaced. Second, the winkles can be cut and repaired with patches and asphalt plastic cement. Third, wet and wrinkled underlayment can be allowed to dry out naturally from exposure to the sun. As the underlayment dries, --the-wrinkles-aften "pt " dowel' and-tlisUppeaL The best solution for wrinkled underlayment is prevention. Applying high quality, well-sa.ttuated felt, such as Roofers' Select, will eliminate many, wrinkling type problems. Ask your supplier for the highest quality he -can obtain. Do not assume the underlayment he stocks is the best available: Be willing to pay more for a superior product. The cost of high quality underlayment adds very little to the cost of a job and can often be offset by the savings from reduced rework and repair.'Installers who insist on the lowest prices for uriderlayment are the cause of the low quality underlayment generally found in supplier warehouses. Here Are Roll out only 10' of underlayment at one time, stretch it, check alignment and nail into place before moving on. Some contractors prefer to do the deck in stages applying 2-3 courses of underlavment then immediately applying Some Tips... . p 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, NY suggests,""When doing a tear -off the drip edge can he reused to hold the edges of your newly installed felt overnight. " V rhnhto ; 05/ 03f A02 09: 45 05/.32/2002 14: 49 3213461001 14078948412 COLLIS ROOFING INC PAGE 02 KAYCAN ORLANDO PAGE 04 TABLE 1607J".2 MINIMUM W1JORT MATERIAL, THICKN2SS.11n.) GAGE"op (It+) per ) urninum 0.024 tainless Steel 28 alvanized Steel 0.0179 26 (zinc coated G90) inc AHOY 0.027 Lad Painted Terre 20 1S07.3.93 Drip edge. Drip edge shall be providzd at eaveS and gables of shingle roofs, and overlapp^d a minimum of 2 ,inches (51 mtn). Eave drip edges shall extend 1/4 inch (6.4 mm) below sheathing and extend back on the roof a minimum of : inches (51 nm), Drip cdse Shall be mechanically fastened a maximum of 12 inches (305 ri; f) on cet ter. WEATIOERMASTER BuildinG Pnoducrs. Inc Office 407-324-2080 fax 407-324-0503 df LABEL DRAWING-# OR TYPE USED WITH PRODUCT# 1 Le end 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 1100/190011970 5 1 GA 3/A lCont. Head And Sill Fin Mull 1900/1100/1970 1900/1100/1970 6 IGA 4 1 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 1100/1900/1970 9 GA 7 Installation 1480 Flange HR 1480/1580/1590 10 GA 7/A Installation 1580/1590 Flange 3 Lite Slider 1580//590 11 GA 8 Installation 1180 Fin HR 1180/198011990 12 1 GA 8/A linstallation 1980 Fin 3 Lite Slider 1980/1990 13 GA 9 GEN 0024 Block Inst. SLIDING GLASS DOOR 4201430/"0 14 GA 10 GEN'0028 Wood Inst. SLIDING GLASS DOOR 4201430/440 16 ` GA 10/A GEN 0027 2x in Block SLIDING GLASS DOOR 420/430/"0 16 GA 11 GEN 0450 Fin Vert. Mull Clip 1448 17 GA 12 Mull Bar Load Chart 1x4 Fig. Hz. SH 1445 18 1 GA 12 A'I Mull Bar Load Chart 10 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 GA 18 Mull Clip GEN 0453 Fin HZ Mull Clip 1447 24 IGA19 Mull Bar Load Chart 1x4 w/lip fin HZ SH 1447 25' 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 1442 29 GA 24 Mull Bar Load Chart 1x2.5 Fig.Vert. PW 1442 30 IGA 25 Mull Clip GEN 0454 Fig. Vert. Mull Clip 1442 31 GA 26 Mull Clip,GEN 0459 Fig. Vert. Sill Clip 1442 32 GA 28 Mull Clip GEN 0456 Fig. HZ Mull Clip 1445 33 GA 29 Mull Clip GEN 0452 >6) Fig. Vert. Mull Clip 1445 flrt 34 GA 30 Installation FEB. HEB. Fig. SH 1450/1550/1570 FE+HE 1450/1550/157<01 35 GA 31 Installation FEB. HEB. FIN SH 1100/1900/1970 FE+HE 1100/190011970 I 144W1SO Sorl s 3440 5w gain PlIwW/Vertioel 1442 FiaoWtVwUlliat 1446 =large winde" lt.aa mAl Iru F wwv wv,duw tame -%-,I to veWcd st,ucturol apo6cal:on% vuri'aal xtr ac!urd ooplii;al•ut ; of tri lion,a oi.dows. of all nomgr.. W;ncowm. Adds 1 /8 to 0pctinq. Acc , ' ,/5" t u Q:w ny 3H f , 7A 1 tII/0 119t311lA salty Flallledroatei 1447 Fr w„v.1 h•uvy ^'.j hfrirpo'A st•ucttrt: cutrrtntolls enrn -v.6inc r t:-:ipac .rc:ers i- �txc nllprco5e s. Adus ' /9� !o C*—;nc, It__JI. a... r•» � I McAsotdel S VMreM Ttw WO ®rmeket 1149 s,w lydwltw ir,/Orrrrsl 1Mt1 MS. REVIEWED i +1n 114&190 mW IAMILOA Serial VeMael Tree I&A ®r.Wtet 14" . �., ed ::, crew - r:.:1r. 3 tys r. tiSflllirC 9uro Aa.,.,M�naM 74ta ,rrw.y v ra(r Ah.or a rw "rYlr l,t r. n;r.t.,Inl rnnrr._tr.,- v,r mul,: r.•yR•a�r. under•, • quad wa icut ^rc. lunge hcc7i I/(f' 'n Op — Fin inns I 1/A' .n 02e"4q.� 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.floridabuildine.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 ONE BY WOOD - BUCK BY OTHER CAULK BETWEEN VANDOW FLANGE ! WOOD BULL m PERIMETER CAtAX BY OTHER EXTERIOR QmAna su PERIMETER YY OTHER AS RENT) NOTES) INSTALLATION ANCHOR CAULK BETY43E N F WOOD BUCK 3 MASONRY OPENING BY OTHERS I Q E PRE CAST %L - .. By OTHERS CAULK BETWEEN WINDOW FLANGE A PRE CAST SILL WITH V1JL1mF Ile ADHESIVE CAULK OR SECTION 1 APPROVW EQUAL BUCK WIDTH FLANGE TYPE WINDOW FRAME JAMB ONE BY HOOD BUCK BY OTHER 11 4'YII SH111 AS REO*O. (SEE NOTES) a a 0 INSTALLATION ANCHOR PERIMETER CAULK Q cwtX BETWEEN BY OTHERS wow BUCK. k WINDOW WIDTH MASONRY OPENING BY O7HER5 EXTERIOR CAULK BETWEEH WRNDOW FLANGE WOOD BUCK SECTION 2 WINDOW WOH. I D I i J / K 2 WINDOW HGT. F G GENERAL NOTES: 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1 4- 4 3) WINDOW FRAME MATERIAL --ALUMINIUM ALLOY 6093 CAUK .BEHIND WINDOW FLNOE AT HEAD. AND JAMBSS,,9LL tAUS'i BE ATTACHED TO THE SUBSTRATE WITH VULKEM I1B ADFIESVE CAt1lX OR APPROVED EQUAL 4) APPLICATION OF VULKIM 110 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTOWS RECOMMENDATION S) CAULK FOR PQTWEIER SEAL AROUND EXTMOR OF WINDOW FLANGE B) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHART SINCE CLASS IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. G.A. 1 COMPARATIVE ANALY9S & TA ANCHOR LOCATION CHART SSE. ANNEAIID J CALL WINDOW CLILSS DESIGN DESICN TAPOON ANLJIOR LOCATION SIZE SIZE (INCHES) PRESSURE LOCATIONS GPA07Y N PSf CAPAIM N PST 12 10 1/I N 20 -O -» -20I -200 Aa FIGAU 13 1. 1n . 30 3/0 -77 -77 -1p -103 AC r.wu 14 I0 In . 00 In -w -w -1N -1.4 10 F.WU N 14 I0 1/4. 64 I/I -W -03 -100 -10 AC 144E 10 In . Qs On -W -2 _147 -147 AC F.a/U 10 10 /n . 93 -40 -40 -132 -/32 AC 0.".0JU I0 /0 In . 72 -40 -40 -t10 _11I AC D.ErANJ 17 t0 i . M -104 -Mo AC D".O.NJ IN2 72 1/2 ■ M -4? -117 -130 -130 AC ra7u 1N3 20 1/2 ■ 303n -00 -00 -100 -100 AC r.Qlu IH4 2I 1/9 ■ 00 0n -47 -47 -101 -101 AC F.a1u IHt4 28 1/2 .04 0n -44 -44 -100 -Im AC Fwa 1H44I NO I"' . NO 8/11 --43 -43 _too -100 AC r.Q11.1 INN 2I 1/2 ■ I7 -40 _40 -n -01 AC F.4tu tm 20 1/2 ■ » -40 -40 -7I -7I AC F.WU 1147 201 •04 - - -w -a AC r.Wu 304 3D 1/2 ■ 20 -00 -s -11] -113 AC FANI 3%3 30 In . Ja Sn -47 -47 -I! -a AC FAUU 30.4 ]0 1n ■ W In -41 -4/ -72 -71 AC F.WU 30.44 3D In . s+ 0n -40 -a -77 -77 AC F.GHL 30M+0 3D to . U In -40 -40 -7I -76 A. r.Wu 30A 30 to .03 -40 -40 -7• -76 AC F.mw 304 30 1n . 72 -40 -40 -71 -71 AC ►Alu AC faJu 22 37 x :. -Ol -I1 -w -n AC ►lomi 23 n x i 3/0 -40 -40 --47 -07 10 r.O.NJ 24 n x w 0n _40 -40 -17 -07 AC ►.G1m 3" A x 54 0n -40 -40 -00 -I0 Ac Cou 244E 37 x Y In -40 _40 -ae AC F.aNJ S 37 x 63 -40 -40 -aT -W AC F.Wu U » x T2 -40 -40 -02 -02 AC ►.DJU _02 -a2 I AC F.m 4= 42 x 20 -40 -40 -40 -00 AC F.A. 42M 42 x 30 3n -40 -40 -40 -40 AC F,O.NJ 4200 42 x 00 Bn -40 -40 -40 .-40 AC rW1.1 �aHJ 42444 424+0 42 x 54 0n 42 x Os 0n -40 -40 -40 -40 -40 -40 -40 -40 AC AC f Wo 4U3 42 x a7 -40 -40 -40 -40 AC ►.Clu 4272 42 x n -40 -411 -40 -40 AC r.aHl 40I4 1 41 x M - -40 -40 -40 060 1 F.Wu NM 40 x 20 -44 -4I - - AC F.am 40= N x 30 3n -40 -40 - - AC raNl 4m 4I x 00 0n -40 -40 - - AC FA 40N4 41 x 54 On -40 -40 _ _ AC l 4444E ! x W 6n -40 -40 _ _ AC FIUU 40q 4I x 03 -40 -40 - - AC I,QNI 4M 41 X 72 -46_48 AC FAIU 32 03. 1/0.20 -40 -45 - - AC I.m 33 B 1n. 3I On -40 -40 - - AC F.Wo 34 53 1/0. 00 On -40 -40 - - AC F.aHJ 3444 03 to . 04 SA -40 -40 - - AC F.a/u 3NI W /n x Y 0n -40 -40 - - AC ►AIU 30 03 In x 07 -40 -40 - - A0 F,Wu 30 1 N -40 AC ralu 1) AWW AM POW IM AND MATINE IfRX'"MA O IGA M FWW COWARArg AMM W WK NOT IBA wm h MDaD L M1B1 PDfoYA11L TEIINa MD[ 11E OtO1 lasdlaE 4IT LOWon OF 139 OF / . WPM IA AR2Q. P00I11K O� W UMM ML W UNOM TO 4" ►W OW 10 OVER TENT NOOAM W WPMAOi� WI-.7W H I >4 t14lfAUAI0IL nma rRmm wow w wo olm m twoWY 6"m Rea %Ae ou TWOAI JINOKW Or WFI®IT 1DAN TO ROM WLI-1/4 DlmllNT WM MS MIE AYT�W40 sit P PP i) Am ntrAT1OL2 sm.at CHAIR'. "YY A►'Ca11DG110R 41 IF MOT 2Id0 1 / ►r, Nff UVW ANOIOI CHART. UK ANOIOI OLNIITY IVIED IN KM WIN MIT uRmt = .M Ila N""A72 o1 m momm 7119b ELEVATION . No.42371 '; YOOSEF LAVY,P.E. VIEWED FROM EXTERIOR CONSULTING ENGINEER w10.01Y•b.6Aa M-FARoae•Yaa NMI A W 000E FOIENT LAW, SM p 100 i •• STATE OF DAIJJII 70M 75243 ASSDWY DRAWING O R LOp' r- LDu 400-oI n 21s 7 WUNIX oI us 1400/10W/IM UlHoFRo V? r►rF1/ONAL• Ea 00F AR IP I N/A L1444"�`•````' 12/CO/0! B NSTAunON 143E IG.A. 2 COMPARATIVE NALYSIS do AN LOCATI(N1 CHART ONE BY WOOD SSB3/16- CLASS BUCK BY OTHER WINDOW (SASS DESIGN Df9d) TAPCON ANCHOR LOCATION NSTALLATICH ANCHOR. CAULK BETWEEN — BUCK MID PRESSURE . PRESSURE LOCATIONS 1 1 �' MIN. B�iJo( BWOOD Y oTFULR MaOODAT;a4R�y oPEt►mTo EM Mai SIZE (INCHES) CAPACITY N F7 CAPACITY. N PSF BY on" SHIM AS REO*D. (SEE NOTES) 11 % U 177 -137 1tl -112 M F.41U FLANGE TYPE INSTALLATION 11 % 24 ID -ee too -160 M FAN-1 FLANCAUS t BUCK IIETWILU w d 1 1 4' MRL B W FRAME Q d ANt71tTR t7 x ID 74 -74 tID -fe0 M RNJ a 12 X 31 « -4e IM -144 AS f,aHl EN T 17 X 4e et -et In -137 AB F.0.NJ 12 % « 07 -e) AB F.WU 12 x 72 ID _« AS FAW ,:,,Is 2 X le t« -1» 1« -AID AC f.ILHJ GLAZING (TYP.� I2 x 24 « -M 123 -tie AC FAHJ I2 X A ID -ID 173 -i73. AO f,Wll HJ SEE NOTES CAULK BETWEEN to X A 41 -41 11e -Ho Ac PERIMETER CAULK � PERIMETER CAULK a WOOD BUS A to X 4e 40 -40 IN -1W AC FNJU BY OIHEA / BY OTHERS 12 X ID ro -40 _ - AC F.WU AM MASONRY OPENING 40 _40 AC F.WU BY OTHERS 1e .4 n rl AMrJ: 14 [ Ie e0 -M 120 -110 Ac IIAHJ FWIEWRjdiET i E MNDOW MOTH 24 It 24 Oa -OS Ho -tID A.0 F.0.H1 SHIM AS REOb. SEE NOTES 24 X 30 44 -40 too -toe Ac ICI V ( ) EXTERIOR 24 x 3e 40 -40 n -RF Ae EXTERIOR CAL" BETWEEN :4It 4s 40 -40 « « AC F. :4 X « 40 -4o AC F.WU BUCK LWNoow FLANGE N X � ro -4e - - Ac F.WU HEIGHT BUCK 32 X 1e 47 -47 LID -120 AC F.WU 32 X 24 41 -41 0e -» AC r KI 32 X ID 40 -40 n -e1 A. r,vu SECTION 2 32 x 3e 40 -40 ID -ee A.C. FR ����µµ((� jypE w x 44 40 10 40_40 ID -ID AO F.WU YA D FRAME 32 32 X 2 40 -40 AC FAW SILL WINDOW 3e x 14 41 - I 1te -10 AC raNJ WIDTH. s X :4 ro -40 n -s7 A. F.0J1J 3e R 30 ro 4e 73 -n AC r.WU BPERIMETER E IMETERR C A C B 3e X 3e 4e -40 et -02 AC ►AHj 31 X 46 40 -40 p -4e AC ►.WU 30 x ID 40 -ro - - AO F.wU A x 71 40 -40 - - AC FAHI D E 4e x fe 4o - 0 toe -1« AC F.WU ro x 24 ro -40 « -« AO f.W11 p ., a MARBEL SUl STOOL ro x 30 40 -40 e2 -wU et AC F. 40146 40 -40 40 -40 AC F,0.HJ BY OTHERS p x 4. PRE CAST 9U. .. - 4e x ID 40 -40 - - AC F,km BY OTHERS .. CAULK BETWEEN mmow FLANGE .7 4 x A 40 _40 _ _ AC F.WU R PRE CAST SU WITH WLIOM L WINDOW ID x to 40 -40 104 -104 AC F.aNJ 116 ADHESIVE CMRJ( OR I' ID x 24 40 -40 « -« A. F.W1J SECTION 1 APPROVED EQUAL / HocT11 e0 x 30 40 -40 40 -40 AC F,WU H F.WU ID x 4e 40 -40 40 -40 AC F."i CETERAL NO11:S: ID2ID 40 -40 AC r,WU n x is 40 -a t1n -tm AC f.MNJ I) sm A$ REOT). AT EACH INSTALLATION ANCHOR WTH LOAD BEAFIING SHIM, MAK F 724 fN 40 - 0 et -et AO F,O.HJ G 72 X 30 40 -40 40 -0 AC F ALLOWABLE SHIM STACK TO 6E 1/4'. - 72 R >0 40-40 ID -ro AC F.WU 2)) MNDOW FRAME MATERIAL ALLOY GOS1 77 x 4e 40 -40 40 -ro Ac ra1u 3) CAW( BOND wwow FLANGE AT WAD AND JAMS. SILL MUST.BE ATTACHED 72 X « 40 1 -40 - - Ac F." TO RE SUBSTRATE WITH VULKEM 11e ADHESIVE CAULK OR APPROVED EQUAL 4N X is - - « -00 AO F.Wu 4) APPIJCATTON OF VULXW 11e ADHESIVE CAULK AT FRAME SILL MUST COMPLY 01M SEALANT _ _ MANUFACTURER'S RECOMMENDATION, 044 X 3„0 - - w -pro. 1c r,IWJ 0) CAULK PvvEM SEAL AROUND DMIRIM OF WINDOW FLANGE ELEVATION 04 x» - - 40 -40 AC I.WU e) CLASS TieUOiSS MAY VARY PER THE RECJMENO179 OF ASTM E1300 GLASS CHART. « 149 - - 40 -40 AO RWU 7 THE ABOVE ARE POSITIVE ! NEGATIVE STRUCRIRAL DESIGN LOAD FROM COMPARATIVE « X Is - - « -« AC FAIIJ VIEWED FROM EXTERIOR ••••""`M7 ANALYSIS a HAVE NOT BEE/( CAPPED BY RESULTS OF WATER PERFORMAf4CE TUNING, ` • M41 » ■:4 - - 4e -40 AC ►.m WHERE TIE WATER RESISTANCE TEST RECIUROMT OF 16 X OF DESIGN LOAD APPUE& _ S E F L FF « x ID _ _ wu 40 -ro Ao F.Wu POSITIVE DESIGN LOAD APPLQ. POSITIVE DE90H LOADS WILL BE LIMITED TO 40.0 PSF FF _ _ F.Wu WE TO WATER TEST PIRS9eR OF-6.0 PSF. ACHIEVED N TEST. w .• , rFF «X p b lAlc F,0.HJ B) INSTALLATION CF FLANGE FRAME WIHDDW N CONCRETE OUR MASONRY _CPENNO USE 3h6' - 'i DIA TAPOCN ANCHORS OF SUFTICENT LENQTH TO PROVIDE MN, 1 1/4 EMBEDMENT INTO ` No. 42371 YLA JOB OD4-0210 SUBSTRATE AT LDGATMS SNOMN ON CHART. Y)) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS YOOSEF LAVY P.E. 10) F EXACT WINDILY 15 NOT LISTED IN ANQIOIR CHART, USE ANQ117R QUANTITY 11S1FD Wf1M NEXT i i LARGER SZE. FOR THE APPROMAN OE9fOFi PRIESSNE REOb. � 0 STATE OF , • ? � «eo tC1OFCONSUL�7iN7L�111��00 1M1 a OdF K. evl�o T2 1M•ra r om.t A a nut 44► !^ '•' A'F O R %DP,•' `� r, DNLILI 7OtA1 75243 ASSEMBLY DRAW") ' (214)340 004It F: VOL14)NO-0oe7 lam 100 L F4mRE wom IP lie% [nmE 0 TWO BY BUILD .DOWN BY OTHERS CAULK BETWEEN WINDOW FLANGE a Flu STRIP--1 SHEATHING BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER FLANGE TYPE IMIM WINDOW FRAME PERIMETER CAULK BY OTHERS CAULK BETWEEN WWNDOW� FLANGE h WOOD DUCK d CAULK BETWEEN WOOD BUCK R MASONRY OPENING BY OTHERS CAULK BETWEEN FlLLERSTRIP R BUILD DOWN BY OTHERS SECTION 1 1 1/B- MIN EMBEDMENT BY OTHERS. SHIM AS REQ'D. (SEE NOTES) INSTALLATION ANCHOR. (LAZING _ (TYP. HEIGHT SEE NOTES). I GENERAL NOTES: 1) SHIM AS REQ•D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIM. MAX ALLOWABLE STACK TO BE 1/4V. 2) WINDOW FRAME MATERIAL ALLOY 5063 7 CAW( BEHIND WINDOW FLANGE. AT HEAD. SILL h JAMBS 4) CAULK FOR PERIMETER SEN AROUND EICHim IOR OF WINDOW FLANGE. 5) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHART SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALJnEB VOM aoSF°) ��oATLOAD o cm iowS WILL RESISTANCE INTO1040D�� iWATERTEST PRESSURE OFF ACHIEVED IN TEST. 7) 1]/16' TAPCON TYPE INSTALLATION ANCHOR MUST BY OF 511FFK7ENT LENGTH TtS PROVIDE A MIN. 1-1/4' EMBEULENT INTO SUBSTRATE IB INSTALLATION Sf7. E AT HEM AND JAMBS MUST M OF SUFFICIENT LENGTH TO ACHIEVE 1 Or MIN. p1BEDMDN7 INTO WOOD FRAMING. 3/1/' DIA.- TAPCON ANCHOR A IB INSTALLATION SCREW TO BE PLACOJ /' MAX FROM CORNERS:! 24' MAIL O:Q MAIL BEIWU N. °) a" DOWN AROUND THE CURVE PON" ED OTHERS. SURD DOWIN MUST SUFFICIENT FSTREN TNO FRAME WMOW ADEQUATELLYY 1RANSFER� LOAD FROM WINDOW TO THE STRUCT1RE G) USE OF THIS PELEVATIONS gm CommoN RODUCT TO THESE TWO CONFiQ1R _ TIONS THIS SHEET NOT (APPLIES ALL NTENDED TO TCONnGURA71GNS OF nxm WINDOW FRAMING SYSTEM. �;d---j ELEVATION Q 1 1/4' MIN EMBEDMENT. VIEWED FROM EXTERIOR ,��•LLI, 1�,� S EF I INSTALLATION No.42371 ANCHORS i v � ••, STATE OF 2 S i� T •. f'[ OR %Op'• EFE, NALN� �:^• 1, 110 `ST11/A Ab KL- u (SEE NOTES) FLANGE TYPE 1 1/4 MIN. WINDOW FRAME EMBEDMENT JAMB GLAZING (TYP) SEE NOTES v (ANCHOR TION v�CAUL 81:TWEEN WINDOW ILANGE SHE 4 ONE BY W)OD PERIMETER CAULK BUCK BY OTHERS. BY OTHERS CAUL!( BETWEEN WINDOW FIANCE & WOOD BUCK. SECTION 2 ELEVATION VIEWED FROM EXTERIOR YLA JOB 004-021F H' 7� YOOSEF LAVY. P.E. CONSULTING ENGINEER OW FoFEIT LANE MATE / IOA ew, 1m1 i. O� ILL • Cari R IM • III IN III n • DdW6 a TSSLI OM1AS. TDW 7A741 'R na k rE . INSTALLATION DETAILS TWO BY BUILD DO" SERIES 1450/1550/1570 DESIGNED PICTURE WINDOW 1 DRN. AR dIKD IP N/A ulcer toAal nATc 12/10/03 B DAL NuuaER INSIAUTION 1450 PWI INSTALLATION ANCHOR INSTA O I TAPCON (� ATa D ONE BY MOOD cMCREn OR 6B W" (rp, SEE NO BUCK BY OTHERS MASONRY OPEN NO M+EfE TAPCONS ARE BY OTHERS NOT REO•D.) CAULK BEIMEEM DOCK FRAME pow DUCK B JAMB INSTALLA71C/ ANCHOR OHE BY WOW MASONRY OPENING p /B SCREW (TYP. BUCK BY OTHERS BY OTHERS GLAZING NMEOT TA0.P)EONS ARE Q (SEE NOTES) SHIM AS REO•D H, 1-t/4- MIN.a . (SEE NOTES) 4 Q p/BEpEEIIT OR CONCRETE 1//4' MAIL P. . p B • OPENING SHIN SPAOC O y OTHERS INSTALLATION ANCHOR ]/IB' OM TAPCON STUCCO BY OTHERS p CAULK I ETMFDI RDW BUCK • OPENM PERHMETER CAULKW DOOR FRAME B`( pTT►IE BY OTHERS HEAD PERIMETER CAULK By onionDmi BYM 1-1 4' M. HOMIT BY Q1HFR3 NOn OLA2ING (SEE NOTES) DOOR MDTH 1/4' MAIL EXTFAOR SHIM SPACE - SECTION R-B CAULK BETWEEN W= BUCK a ONE BY MAYY OPENIN TD(X1 BUCK 4 , BY OYNIM BY OTHERS I I .n _ 4 4 -T SUOINO GLASS DOOR�. d G t-1/4' MIN. HOOF STRIP LIBERALLY APPLY CN LXIM,RD EII EDMDIT r--",: OR UNDER SILL SET ILL IN 4d BEDOFCONC ETEE V GLAZINGCONGERINSTALLATION (SEE NOTES) ANCHOR MASONRY OPQ•NC SECTION A -A ]/te' DIA. TAPCON BY ME" NDas 1) Wall MAMO z ALwIOr ULM wu AMMO I HIM B a N TIMIDIT LNHOM TO PAWK IN 06mLmKf Or 1-1/r WM O T Mi" OO�TW ALTTLMLLE fA/mll MWIMABOH ANOOM fK M m eMt N ALL MAW mmmom 4»j MTE #ARM fJJMAK MOB 1MlORR31 tAl AROeO O[m•ti eF 000E , . •) 1►iOHAOT.DOOI da N NOT W1m M NXNOI OIMr. VR NDI01 O ANHTY USTm NM PC" LAMM Oa: ELK THE NFIONAE WHOM H®IR 111112K - MQ •) EW POOR, e071 ! 0K RIIBT B1►AOS 0001 I= At 0WIOIRATOI TO NOW 1T10•N6 SUDNO CLASS ]/ it YlKA1m H6lltlilA�WiMMAf W17s1• ALSO sprom . 11!!00 HALO 1M000M WAY MANY TL1 HWUMHOIfa DOOR NTf%OOf •) ALL ►� APPM NAO m 0101041111 EOl TAFM ANOM NHdUU5 t Hum wm p =W O Or frna0vr UROM TO FRONNE V0L WW OTs MWff WM WW 000L WAM HOOK STRIP DETAIL X) ALL. / !L OMM Aft M R MUM WIN A SWILL MIT WAN lq M A0 iWi AT NET OF OOfAMAl01 IMOIOIL MAX NIOM E ONI W" 10 W IX ' . 11 ALL iSTALLASON I== YWf W MAR 4 OOf1000H #IOTIOR MAw: • ' 1 OOR i Hmm MM0d "IL. NO "w HQI®fI! PHm /N IS, AT4'KO'IMD OMI•IAMTlo" Ali All Hl/m a a•IAL AKOI Coln ,» 00Y ALL OOIIOOATION to m ROOK me fHOfAI OM,rNM MMOQ MO EWN PNTNLAMMI IWIMM 'A -A'. 4-•' O 1100• . APPLr OTMiHOlA1,OML 031 vmMIAOi1 *$= =MK se is)) MAX AL1avAa MPAaHo MQ11Q11 rNm, Ila po m O[ M�' ue OWNww ISY ta•u 4maaw aA6r tmX O iIONL Ta PKNr u2e /RIO,TO 436 O ae •o4n O< f11YYman iD,O7M 10 AO<K 1-]/Ir 1• ".On CODA,■ WMAtm O =W MAN STHLICMM "UM /A1O f0i7A Of. flaww T SNO UImmil.'l/Q ON ftNns �" ►H10q COMMON • Sr 00. MAX TAPCON INSTALLATION CHART CALL DOOR UP To 4e PSF et P3 UP m UP TO 40 PSFF SIZE SIZE 43 PSF TO so 10 70 70 PSF 40 PSF TO W TO 71) OP PSF UP PSF DIP OP OP PSF OP PSF OP 60N KDL OX XX 60 X 00 ] ] ] 4 ] 4 • XX 72 WO �YAOX XX NXe B 3 S 4 ] 4 6 loom X0. Ott, lot im X GO 6 B 7 4 -] 4 3 No X0. OIL TOT 6o x N ] ] ] 3 4 3 e WW XKL OX, XX 72 X 60 J 3 3 6 4 S e SOW Xa OX. XX NxN 4 i ; 4 6 6 a 7e6e m -a/4 B 4 7 4 6 12000 00 145-MA It GO 7 7 • ♦ ] 4 3 0N 19ow on-3/4 X Bo a 10 1t 4 ] 1 4 S 700 O O n-w* x 6B B B S 6 4 6 6 NMO Om 102-VA x Be B 3 0 3 4 0 e 12060 am 14e-3A X N 7 B 0 5 4 6 0 son Mx 109-RAC X ee e 6 6 4 3 i 3 120" Kx 142-0/i X m 7 7 B 4 ] 4 6 1BON lAx 176-yf• It BD B 10 11 4 ] 4 e 76M OX BB-4V1• x N 6 S 3 e 4 0 6 WIND OX 106-1/a X N 6 6 0 6 4 6 6 120e0 Nx 142-MI e X N 7 6 6 6 4 0 0 1 • 1] _ 12066 OIOlO. IODOI 144-N X 6D 7 7 B 4 ] 4 S im" U)m Xt00t 114A x m 0 10 12 4 E 10010 Ox= xxxx 121HN X N 6 6 7 S 4 a 12090 WOOL XXXX 144-MA X N lin-gis 7 O 6 3 4 6 e lam mm X N 2 14 3 1-1/4' MIN. EDMCHT �— OONrAEIE OR NMASONRY OPENG S7I1000 BY OTH M BY OTHERS 1MH110i 1107H A •- --J EXTERIOR ELEVATION DOOR HOOK STRIP "AIM ANCHOR aA. TAPCON . I.tAp Ty QJ,(1Fi0q 'U�` SERIES 420/430/440 SLIDING CLASS DOOR MSSTT/LLATION DETNL / TAM rA• rtm cz-7Ms-d•*- •� oino/oz B c,EN-ooz4 wee � rimer • M,rY e�ea ra >• ariwraa.a ae. Hat S ramt war as Tie O TO.O r r• ia1A CONCRETE Teo or Y000 BUCK ANCHOR OR MASONRY 2/14- OA_ TAPCOL r FROM t T3-1/2• O.C. MAX BY On Bopum y 3 =BYa an 2 19 BDOD OUCK BY OTH[1tS 4 (SEE MOLE IG) SHIM AS REOb (xE Hogs) 4 - C e sn=o BY OTHO PfftWTI CAULK e onom DOOR n EXTERIOR M:I.ALr1O — (StE NOtts1 CONCRETE OR MASONRY Opt by on*m LIBERALLY APPLY CMARONG UNDER SLL OR SET SILL N BED OF CONCRETE Alm UST taax N r MLACT a aQ FOR I N PoR ►oew v ASTN�o a) FIL ►Atml LO.1N TO in AMC i au aaI q Ra O OW 11 ALL NATAL 11f� GIRL i A1 Lxnm 1M 12) WT ALL 01 a a MIpOM: 11 14) MIAR ALLOW 15) a01E1 430 14) W CK aM smxwt 17) mvm pw SHIM AS RwO ATION ANCHOR 011 MOM) ew at, 10000 t IUlfOMRY DOOR L -An ►RAME -� ""° MIe •Y O"Mm +—� r MG (IS" moms) um HEM20 ri"ETYR CA" By O"c" By onim i A INS7 • Mom• CALL DOOR T SIZE & SIZE IN TxnHrntt CONIFIGMATION INCHES n OR. MASONRY son » OR xx 60 x Go OPENING • BY OTHERS Goes xO. OIL 101 " x Bo am - ax xx to x act xi w mm xo, O xx X.tM IL LOBO MO. OK 301 72 )1 !0 60a0 M OX, xIL ED x O0 sota..0 IWO IOO-L4 x 00 V" AMC" s/ti•. dA t20" Ox0 I4a-AA x 00 N G" - TAPOON G- low ORO 76BO.OMO lal-AA x ED 91-V4 x go T? TRIM t a0B0 OKO 100-NA x 96 2- rs-1/2. O.C. 12ow OKO I43_SA x M MAX OTHERS x MI 1i NSTALLAIION a00t. 10x IOS-4A4 x 00 p p ANQIOR 120" )OR 142-sro x Do . is SCREW 1son )0R 176-0A4.1.00 7m 101 a3-�/r.xx s6 9m xx IW-R/y M ' CAULK BETIMIN 12060 )m1 142-9AF It N - h000 am t By Di 120Ga omm VOUI 1"4 ,%,% x 00 loose am= xxlO, lag-aA It m loose mm x100I 120-RA x 06 12000 OOolO. 10001 144_N.A R GO 1 4- MAX / ! fry • OR Ism SIOM SPACE 2 x a 11000 .. By OTHERS SECTION 8-B ($a NOTE la) BY OTHERS CONdU:h aOR WIASCINRY OPcMm GQ T-1/+- Mg. sm"a OtAss DOOR d G 4 By OTHERS NOOK STRIP a . Q . 4 d � SE .nON a -a �� d , .• Mx ALLOT 100R. d APCCAI A11010R7 0 1aAt r w aA'TIOOIT wow TO AOMEW MOIL O4�4T t< M-�•' W. p. OW" NSIALAMOM ANOMW MM R OF ARnOON IOMC91 m AOQIx A 1 My MOOO MICE ADM MIp1Mmf-rROltr 1F SAM 0 IRANE !DLL 'Mt ACONo CIII x OF OM LIM N INFIALLIININ MOM OWML UA MOM WARRIT USTm fM IW LARM t NnaaH PwuUpT oafm a DA1r3I UWASS OM a3 a CwMO mam 10 n aD mnga ME CRAM AM AWAOtm.. I CORD 4IAs7 " MM WIT VWV Vq tMaOIIOxNb 3 PO1 OLEO® FOR TAP= ANO!W SNWa 1x FILLED WIN N SCRE" OF aRTC110" emunat 1410. Tao NY am a OUOL 10 a tf/40 axl A WMµ AONI NEAM S1ALM OF 001MALLAaOM At1O10RS WIN I" aT I aNL MAX ALLORANL •Ma tTAIM TO wn x wm crGOIMOOON 1®fNTt 4MA1O0►1 f iAIITNOOIO PAMRL AM W t w AM ►AM& A/YIVIN110 001110WAaO1S AAE AS 0.A7111G ROTES) % Na AMC AR Sam ON TM! OMINId MO'ACIED NSIMLMIIaI S.C110Nf •A_A•. •a_S• ♦ 10 OW41ARM OF ALL.APAIOtlD A100MR, WONC CLASS trjm1 U/OW M!OIOI! N FRAME NL 10,0t N' OL BOOR N10NDCx FROM, a DIOaI a" PINT At" APRRS ro an a 640 ldMSt - 10E IWAILT►A"WID 10 WM9V IRO IOW ILO INN MASON. CONOt1E OR VM M HOOK STRIP TAI r Q PRODICT TO OE 3" PSI. ,.LATII//O11N ANCHOR CHART _ TAI'OOIS Su N MAO SO W T a IN Im JAMS Now sw 1► W 40 PW 41 PW UP TO 146 PW 61 UP TO . ' lo— op Op Pw 10 so Op � U W :10 70Op OP s s 3 3 s s 4 p 4 4 4 4 4 4 4 s A A 7 It 7 a 4 .3 s 3 4 4 4 e e 4 4 7 p 7 Y a a 7 + 7 7 0 7 10 4 3 • 10 11 0 12 14 4 s a a a s s a 1 a 7 S i 8. 10 12 i E- M 13 la a -7 7 ! 7 C to + s 6 10 11 a 12 14 4 s s 3 s a 3 s / a 6 a a a t 1 0 0 7 a1 a2 7 10 11 13 Is 0 6 7 7 0 7 0 10 4 S 0 11 7 0 OS 9 ! ! a 6 7 9 9 a 10 Il 6 p 1 14 1 14 17 a Dom Imm a a / MICHT. �STI•�cku) BY R+pCAULK BETUMN CLAW NOW stw j OR Z {t INSTALLATION ANCHOR 3/19-DIA TAPCOI •.'�. ..yA. A EXTERIOR ELEVATION tmk K. co m a 7)GBi • FA ex 1120H- bd% lx nut M4lRERfffa TilES 420/430/440 SLIDING GLASS DOOR ALLATION DETAIL WI TN TWO BY BUCK IN MASONRY ♦ \SS-ALnAts'AVV[v`C \� Otast MN uAss � 444►RI1141\\ - _ 12 OJ 02 8 GEN-00 ��.... �. �e.�.�_ ..�.Y......._ ..� . �.s ..r. w�. era wst ras-ur rr r As•a>• mina+ vidvorvv N IM GENERAL ALCIYYOli N CORP FLAAIGE HORIZONTAL MULLION DESIGN LOAD CAPACMES HORZ. EXTRUDED ALUMINUM TUBE MULLION 111443 Sk 9>ZES WHEN USED FOR MULLING TRANSOM MULL SPAN> WOW. HOT. V 53.000 61.000 74.000 80.000 90.000 96.000 106.250 26.000 197 136 81 62 40 32 22 38.375 175 119 71 54 35 28 19 50.625 168 112 65 49 32 25 17 54.625 168 111 64 48. 31 25 17 55.625 168 111 64 48 31 24 17 63.000 168 110 62 47 30 24 16 72.000 168 110 62 46 29 23 16 84.000 168 110 62 46 29 22 15 NOTED: • CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #14451 HORIZONTALLY. • CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN OR LEBB • WINDOW HEIGHTS SHOWN ON'Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. • READ MILLION SPAN AND VO4DOW HEIGHT IN INCHES. • 06SIGN PRESSURE VALUES ON THIS 04ART ARE IN PSF. • DESIGN LOAD CAPACMES SHOWN ON THIS CHART DO NOT CONSIDER ANY STRENGTH OBTAINED FROM -FRAME -MEMBERS OF ADACENT. WINDOWS. • Onam- U175 'CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE MM FLORIDA BUILDING CODE PREPARED BY: AI4<O UCT TICHNOLODY C MPO1F/lTM I I 5D LOUISIANA AVE SUITE d WINTER PART( FLORIDA 32789 PHONE 407 03241334/ FAX 407 E2 -= tiSoQESft=°�' CJ1020D3D 28Je�03 01-1201 N GENERAL ALUMINUM CORPORATION VERT CAL IUUL ON DESIGN LOAD CAPAQRY CHART ALUM INtM FAAJJM DIE 1111448 FIN VERTICAL P.W. SM rrrK • I.W. 30.000 43.000 56.000 63.o00 72A00 88= 96.000 28.000 819 319 819 519 819 819 819 32.000 551 549 549 549 549 549 549 38.000 343 328 328 328 328 3" 328 42.000 264 243 243 243 243 243 243 58.000 110 91 86 88 88 88 88 60.o00 87 71 M 88 Be 68 88 72.000 48 38 33 32 32 32 32 84.000 29 22 19 18 17 17 17 98DW 19 14 12 11 11 10 10 CHART APPLIES ONLY TO IRAI N 6i"S VMi@1 USED TO MALL FMI SNOLE HUNG AND MWRE WINDOWS. READ :WM400W VWTW AND MEOW *I I KIDS DEEM PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDRIOM. Dmw—vI7s CALCULATIONS PERPORmED FOR THE PREPARATION OF THIS CHART COMLPIEE WTH THE =02 REvOOM TO THE 2C01 FLORIDA Bu0.DWG CODE PREPARED BY. PROOUcr TEChIMOLOOY CORPORATION 1150 LOUSIANA AVE. VV MER PARK. FLORIDA 32750 21-J PHONE 407 42241=4 1 FAX 407 024M 02 =1 INSTALLATION ANCHOR (TYP.) MULLION ANCHOR BRACKET WINDOW FRAME JAMB (TYP.) owo "o GEN-0454 MULLION G. A e 25 I I I DIE *NO. 1442 I II I I II i MULLION I I I I ANCHOR I I ( I I II I BRACKET I I INSTALLATION ANCHOR ® #8 SELF TAPPING (TYP.) SMS (TYP.) SEE NOTES v a a a #2&#3 CONCRETE OR MASONRY v SUBSTRATE SHOWN. WOOD FRAME SUBSTRATE ALSO APPLIES MULLION DIE NO. 1442 SECTION A -A EXTERIOR ELEVATION SECTION B-B NOTES: 1) MULLION 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 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) 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) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT HEAD do SILL. 5) 1 IA OF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE Z2004� ijG CODE WITH 2O02 REVISIONS. IT IS THE RESPONSIBILITY INE COMPLIANCE ON A SPECIFIC STRUCTURE. r GENERAL ALUMINUM CORP. CARROLLTON, TEXAS FLANGE VERTICAL MULLION INSTALLATION DETAIL 9-11-021 A IREMOVE ANCHOR SPACING DIM. BIB, DATE SYM. REVISION 3Y N ' �L cOv � ALUMINUM TUBE MULLION, DIE NO. 1442 h,,+AWA ---- °'a` BB "P"r°' __-- °Atc 8/21 /02 'SlamA ata�' ---- 2c" HALF wn'---- �0 NoeMN-0454 .s..® WR FNEM Vowann onr_ "M UNNUMA AW- UK" PAM nom ifm rma ahau-sm" rpu 40-a -wn INSTALLATION ANCHOR (TYP.) MULLION ANCHOR BRACKET WINDOW FRAME JAMB (TYP.) Mal SECTION 1-j MULLION ANCHOR BRACKET #8 SELF TAPPING SM S (TYP.) MULLION DIE NO. 1442 EXTERIOR ELEVATION G.A. 2 o DIpG as MULLION I II I DIE NO. 1442 I II I II I II 1 I II I I II I INSTALLATION ANCHO�(�')R GEN-0459 o v Epp v n � a a 4 SUBSTRATE----' v a EMBEDMENT v 1-1/4" MIN. SECTION B-B 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 NTH 2O02 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 t 9;egiii; �e GENERAL ALUMINUM CORP. �(, a •., ���• CARROLLTON, TEXAS `?• Fiesi polo Y v '; mm PRE —CAST SILL MULLION INSTALLATION DETAIL 1 W/ALUMINUM TUBE MULLION, DIE N0. 1442 4 * , ARM ---- 0m BB "'R1D _--- 12 05 02 3/ ---; wA-e HALF oro NaGEN-0459 ON uAe MULLION ANCHOR BRACKET WINDOW FRAME SILL (TYP.) WINDOW FRAME HEAD (TYP.) N 0 SECTION A -A INSTALLATION SEE NOTES -� ANCHOR #2 L #3 (TYP.) MULLION D a D DIE NO, 1445 D D MULLION D a — #8 SELF TAPPING BANCHOOR v SMS (TYP.) i MULLION DIE NO. 1445 PO - SECTION B-B GEN-0456 INSTALLATION ANCHOR (TYPO 4 ° CONCRETE OR MASONRY SUBSTRATE IS SHOWN, WOOD FRAME SUBSTRATE ° ALSO APPLIES. v D v v NOTES, 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. 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) 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) MULLION AtTACHMENT IN SECTION B-B IS TYP. AT JAMBS. 5) INSTAL_ LLVBR' � ° LION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 FLORIDA H2O02 REVISIONS. IT IS THE RESPONSIBILITY OF OTHERS TO DETERM)�91N¢ ,_ SPECIFIC STRUCTURE. s EXTERIOR ELEVATIONl, v� GENERAL ALUMINUM CORP. l CARROLLTON, TEXAS a , *� FLANGE HORIZONTAL MULLION INSTALLATION DETAIL ,n�• LI P,•�.�..+ ALUMINUM TUBE MULLION, DIE NO. 1445 I' �. °• Aires ---- mw BB Anew---- W"D191/21/02 Long vJ ie#0FUSO2' 9 VTR' ---- sF' HALF Sri'---- wo toGEN-0456 pEDWn " MOM= lan W= ass. ON LMMIL90 AVE. VM = PMM. Firma Up mm AW7i2e-a m rw mm-ami- a 50-0-0 .Z�1 EAST COAST LUMBER TRUSS DIVISION N CARACAS CUSTOMER: ENGLE HOMES � 7-0-0 TO STEP IN BEAM 19-4-0 7-0-0 24• 14-8-0 r-, Ln cn W U� U o o o coREVISED: c6 ELEVATION 2 JOB NAME: COFFERED CLG. A _03 DATA 4-2�� D Ld 1 1—22-05_ (n GARAGE LEFT CARC2TL H6CS 7-3-8 ,0 = w r I o �, M Q I W I HIKH1J I I % IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 0 61G15S-31.003 (3) (c), EAST COAST LUMBER IS THE "TRUSS HtLi ci.r DESIGN ENGINEER". TRUSSES ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004. HIM I / ALL OTHER BUILDING CODE DESIGN REQUIREMENTS ARE BY OTHERS. ® 2255 AVOCADO AVE. MELB., FL. 32935 - - - - - 7-0-0 OFFICE: (321)254-1581 FAX: (321) 254-1582 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (772)466-2480 FAX: (772)466-5336 — — -- — — — — — HIP *BUILDER'S WARNING* / 10-4-0HtQ i . i °° * THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. HIR LL * FOR ERECTION AND INSTALLATION - Til (TEMPORARY AND PERMANENT) T11i FOLLOW INSTRUCTIONS ON BCSI—B i SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH 1-6-8 - HIG.. m o TRUSS. F ! N o * SEE FINAL ENGINEERING SHEETS I FOR NUMBER OF GIRDER PLIES AND CONNECTION. 19-10-0 118' 28-8-0 ®�HIE_ o * ALTERATIONS AND/OR REPAIRS TO �+ �� �t4 ��' �� ���' TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING * DEPARTMENT. BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT H C H B FRAME BY BLDR. _ ' I H1A 37-8-0 I � ! - - APPROVES THEM IN ADVANC GE. M 2 i I l "' ¢ W HaQ— _ — J U- - CJ5 CJ3 9-4-0 PLATE HT DESIGN CRITERIA - o v Lr)EEWAIl c� FRAME DOWN BY BLDR. ----- — — — - 29-D 12-4-12 BRG WALL '� -4` H3D T D AT 9-4-0 T4B H3C H2C I H3B TO H2B 12=0- FROM 9-4A -O OEEWAL FROM 9- T3A T4A c H cu T4A T3A 1- - GE4 H,/A �i P 4 `? N� �° $ CJ1 ✓I W r r o m COUNTY: - CODE: FBC-ASCE 7 LOADING: TILE MWF SPEED: 120 M.P.H. 10-8-0 PLATE HT SCALE: 1/8" = 1'-0" EXPOSURE CATEGORY = B MEAN HEIGHT: 18'-0" IMPORTANCE FACTOR = I BUILDING TYPE: = ENCLOSED 1 2-0-0 PLATE HT TRUSS SPACING 24'O.C.EXCEPTASNOTED GRAVITY LOADS FLOOR ROOF TC LIVE: 40psf TC LIVE: 20psf TC DEAD: 10psf TC DEAD: 15psf BC LIVE: 00psf BC UVE: -Oopsf BC DEAD: 05psf BC DEAD: 05psI 1 2 OUR FACTOR: i.00 DUR FACTOR: 1.25 6 ADDITIONAL LOADS PER FBC & FRC NON -CONCURRENT BC LL tops( FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE 8) 0-4-3 CONCURRENT BC STORAGE LL 20psf "� FBC TABLE 1607.1.27 FRC TABLE 301.4 (NOTE B,G,H) NON -CONCURRENT BC MOVWG LL 200# F8D TABLE 16D7.1.3t TYPICAL DEFINITIONS 1 y. 3-3-1 HEELS AT ENTRY M tor- '' W 29-0-0 6' 6-7-4 „6-4- 5-0-8 Y:3=4-0 zr MWF = MAIN WIND FORCE TC = TOP CHORD = BOTTOM CHORD LL > Ll = LIVE LOAD 1 4 8 �� DL = DEAD LOAD psf = POUNDS PEP, SQUARE FOOT DESIGN BY: ACJ a = POUNDS 50-0-0 ACAD BY: KSM �, 'r:: :r<, � . Y J Index Page 1 of 1 II, Pt?sww, nber: Lot Number: 6 ivi, --ieous: La Address: The information in this box is fora i istrative purposes only and is not part of the engi =1 review. Truss Fabricator:EAST COAST LUMBER- PLANT #1 Job Reference:CARC2T Engle Homes/CARC2T/Master #4326 BOBBINS 55 P.O. a,FL3Box 68 Engineering Index Sheet Tampa, FL 33682-0055 ENGINEERING, INC. Phone: �a13> s72-113s Index Page 1 of 1 Job Number Date FBC - 2004 Chapter 16 and 23 Specification Quantity T05120028 12/01/2005 58 A Professional Engineer's seal affixed to this Index Sheet indicates the acceptance of Professional En ineering responsibilities for Individual truss components fabricated in accordance with the listed and attached T9uss Specification Sheets. Determination as to the suitability of these individual truss components for any structure is the responslbilty 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 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. (Sofware - Online Plus) Date Mark 1 1 112/01/051 Gt I 5 12/01/05 H1D 9 12/01/05 H1H 13 12/01/05 H1L 17 12/01/05 1-11P 21 12/01/05 1-12A 25 112/01/051 T2E 29 112/01/051 H21 33 12/01/05 H3C 37 12/01/05 T46 41 12/01/05 H6 45 12/01/05 M6D 49 12/01/05 MV2 53 112/01/051 EJ7 57 12/01/05 CJ3 Date Mark 2 112/01/051 H1A 6 12/01/05 H1E 10 12/01/05 T11 14 12/01/05 H1M 18 12/01/05 H1Q 22 12/01/05 H28 26 12/Ot/OS H2F 30 112/01/051 G3 34 12/01/05 H3D 38 112/01/051 T4C 42 112/01/051 GE6A 46 12/01/05 G7 50 112101/051 HJ7 54 12/01/05 EJ7A 58 112/01/05 CJ1 Date Mark 1 3 112/01/051 1-1113 7 112/01/05 H1F 11 12/01/05 H1J 15 12/01/05 H1N 19 12/01/O5 H1R 23 12/01/05 H2C 27 12/01/05 H2G 31 12/01/05 T3A 35 112/01/05 T4A 39 112/01/051 F5A 43 12/01/05 H68 47 112/01/051 71VIV6 51 112/01/051 HJB 55 112/01/051 ERR Date Mark 1 4 112/01/051 H1C I 8 12/01/05 1-1113 12 12/01/05 H1K 16 12/01/05 H10 20 112/01/051 H2 24 112/01/OS T2D 28112/01/051-1-121-1 32 12/01/05 H3B 36 12/01/05 GE4 40 12/01/05 G5 44 12/01/05 H67C 48 12/01/05 MV4 52 112/01lOS HJA 56 12/01/05 CJ5 Standard Loadino: 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. - 18 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 N4, $21 t i STATE V t- Date Sealed: 12/1 /2005 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T H2 1*2P SP 300300 6 1- 2- 0 0 .iCARC?T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 HO 1-0-3 0 N O TC_ 15-0-0 5-8-0 2-705x8 2x4 3x8 3x6 5x8B U S2 V C 3x60 3-10-3 A3196 #5x8 6x8 D E 0 FX S3 T S S1 H W G 2x4 3x6 3x8 4x8 3x6 3x6 3x6 3x6 6x8 W:800 R:2983 U: 716 U: 669 -BCC--- j------- ----- 30-3-0 �j '_--------- --.---- - --- 30-3-0 -' ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.204" = 1' Robbins Engineering, Inc./Online Plus - Hz = 88 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd ADDITIONAL SPECIFICATIONS. RUN DATE: 01-DEC-05 - ----------Top Chords---------- *************** A -Y 0.32 6069 C 0.07 0.25 NOTES: * 2-Ply Truss * Y -B 0.31 6006 C 0.07 0.24 Trusses Manufactured by: *************** B -U 0.45 7125 C 0.14 0.31 East Coast Lumber U -S2 0.40 7126 C 0.10 0.30 Analysis Conforms To: CSI -Size- ----Lumber---- S2-V 0.43 7126 C 0.10 0.33 FBC2004 TC 0.56 2x 4 SP-#2 V -C 0.50 7299 C 0.15 0.35 2 COMPLETE TRUSSES REQUIRED. BC 0.76 2x 4 SP-#2 C -Q 0.39 6563 C 0.09 0.30 Fasten together in staggered EX S1-F 2x 4 SP-SS Q -D 0.56 7391 C 0.12 0.44 pattern. (1/2" bolts -OR- WB 0.33 2x 4 SP-#3 D -E 0.26 7838 C 0.12 0.14 SDS3 screws -OR- 10d nails EX G -D 2x 6 SP-#2 --------Bottom Chords--------- as each layer is applied.) EX G -E 2x 4 SP-#2 A -X 0.62 5366 T 0.49 0.13 ----Spacing (In) ---- EX F -E 2x 6 SP-#2 X -S3 0.61 5403 T 0.49 0.12 Rows Nails Screws Bolts S3-T 0.59 5403 T 0.49 0.10 TC 1 12 24 0 Brace truss as follows: T -S 0.76 7296 T 0.67 0.09 BC 1 12 24 0 O.C. From To S -S1 0.66 5880 T 0.54 0.12 WB 1 4 4 TC Cont. 0- 0- 0 30- 3- 0 S1-H 0.32 5880 T 0.28 0.04 OH Loading BC Cont. 0- 0- 0 30- 3- 0 H -W 0.35 6676 T 0.31 0.04 Soffit psf 2.0 W -G 0.70 8635 T 0.41 0.29 Design checked for LL on BC Loading Live Dead (psf) G -F 0.29 81 T 0.00 0.29 per BOCA (section 1606.2.3) TC 20.0 15.0 -------------Webs------------- and IBC/IRC-2003. BC 10.0 3.0 Y -X 0.01 99 T Design checked for 10 psf non - Total 30.0 18.0 48.0 X -B 0.09 576 T concurrent LL on BC. Spacing 24.0" B -T 0.33 2101 T Prevent truss rotation at all Lumber Duration Factor 1.25 T -U 0.06 784 C bearing locations. Plate Duration Factor 1.25 T -V 0.02 229 C NOTE: USER MODIFIED PLATES TC Fb=1.00 Fc=1.00 Ft=1.00 S -V 0.05 691 C This design may have plates BC Fb=1.00 Fc=1.00 Ft=1.00 S -C 0.27 1729 T selected through a plate H -C 0.17 1106 T monitor. Load Case IN 1 Standard Loading H -Q 0.07 940 C Wind Loads - ANSI / ASCE 7-02 Lumber Duration Factor 1.25 W -Q 0.10 667 T Truss is designed as a Main Plate Duration Factor 1.25 W -D 0.16 1994 C Wind -Force Resistance System. plf - Live Dead From To G -D 0.09 3159 C Wind Speed: 120 mph TC V 40 30 0.0' 30.2' G -E 0.76 8280 T Mean Roof Height: 18-0 BC V 20 6 0.0' 30.2' F -E 0.08 2696 C WindLd Exposure Category: B TC V 50 38 7.0' 22.0' Occupancy Factor : 1.00 BC V 25 8 7.0' 22.0' LL Defl -0.30" in S -S1 L/999 Building Type: Enclosed TC V 181 109 7.0' CL-LB TL Defl -0.47" in S -Sl L/733 Zone location: Exterior TC V 181 109 22.0' CL-LB Shear // Grain in V -C 0.28 TC Dead Load 7.0 psf BC V 250 150 7.0' CL-LB DL Defl -0.26" at S L/999 BC Dead Load 3.0 psf BC V 250 150 21.8' CL-LB Max comp. force 7838 Lbs Plates for each ply each face. Quality Control Factor 1.00 PLATING CONFORMS TO TPI. Plus 6 Wind Load Case(s) REPORTS: SBCCI 9761 FABRICATOR NOTES: Plus 1 UBC LL Load Case(s) ROBBINS ENGINEERING, INC. 1. EAST COAST LUMBER 6 SUPPLY BASED ON SP LUMBER J.C. WEBER P.E.#17455 Checked for NonConcurrent 200 USING GROSS AREA TEST. 5285 ST. LUCIE BLVD. Lbs Moving Point Load applied Plate - LOCK 20 Ga, Gross Area FORT PIERCE FL. 34946 at Panel Points and Mid -panel Plate - RHS 20 Ga, Gross Area 2. !!!CAUTION!!! READ "SCSI-B1 on BC Jt Type Plt Size X Y JSI SUMMARY SHEET" BEFORE A LOCK 5.Ox 6.0 1.4 0.6 0.88 HANDLING , INSTALLING 6 Jt React Uplft Size Req'd B LOCK 5.0x 8.0 Ctr-0.1 0.87 BRACING TRUSSES. Lbs Lbs In-Sx In-Sx C LOCK 5.Ox 8.0 Ctr-0.1 0.87 3. SEE ATTACHED DETAIL SHEET A 3196 717 8- 0 1-14 D# LOCK 5.Ox 8.0 Ctr 0.4 0.70 FOR: 1-JACK NAILS. Hz = -88 2-TBRACE. 3-SEARING BLOCK. F 2984 670 8- 0 1-12 # = Plate Monitor used Robbins Engineering, Inc./Online Plus'© 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:10 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T H2A 1 SP 300300 6 1- 2- 0 0 1CARC2;T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 0 HO 2-0-3 N O TCi'-' 9-0-0 11-0-0 5-8-0 i 4-7-0 5x6 3x6 5x6 i r B R C 6i N j 2x4 r J 0 5x6 t 2x4 4-10-3 D 0 g 4x6 A F � 1 12 H S1 4x8 3x6 4x8 US 4x6 W:800 W:800 R:1305 R:1209 U: 345 U: 327 30-3-0 ALL PLATES ARE LOCK20 Scale: 0.209" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.38 2x 4 SP-#2 BC 0.99 2x 4 SP-#2 EX S1-F 2x 4 SP-SS WB 0.58 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 30- 3- BC Cont. 0- 0- 0 30- 3- WB 1 rows CLB on D -F 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 A 1306 346 8- 0 1- 9 Hz = -123 F 1210 327 8- 0 1- 7 Hz = 121 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -J 0.28 2188 C 0.01 0.27 Robbins Engineering, Inc./Online P1us- J -B 0.22 1879 C 0.02 0.20 B -K 0.37 1685 C 0.01 0.36 K -C 0.38 1809 C 0.02 0.36 C -D 0.34 2027 C 0.02 0.32 D -E 0.37 23 C 0.00 0.37 --------Bottom Chords --------- A -I 0.78 1953 T 0.19 0.59 I -S2 0.70 1995 T 0.20 0.50 S2-H 0.99 1995 T 0.20 0.79 H -S1 0.82 2824 T 0.27 0.55 S1-F 0.61 2824 T 0.13 0.48 ------------- Webs ------------- J -I 0.12 302 C I -B 0.16 501 T I -K 0.29 408 C K -H 0.17 244 C H -C 0.17 551 T H -D 0.58 1049 C D -F 0.53 2991 C 1 Br F -E 0.02 181 C WindLd LL Defl -0.30" in S1-F L/999 TL Defl -0.49" in S1-F L/712 Shear // Grain in B -K 0.27 DL Defl -0.26" 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 Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.73 B LOCK 5.Ox 6.0 0.7-3.1 0.59 C LOCK 5.Ox 6.0-0.7-3.1 0.59 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) and IBC/IRC-2003. 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: 18-0 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 2991 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. Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:10 AM Page 1 Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering CARC2T H2B 1 Sp 291100 6 1- 2- 0 0 ,,CARC2 (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 HO 3-0-3 0 N O TC�'� 11-0-0 7-0-0 5-8-0 6-3-0 5x6 5x6 B C 6i-_ N F 2x4 J 5x6 0 5x6 O 0 E 5-10-3 4x6 A JI- F I S2 H S1 G P 2x4 3x6 3x6 4x8 3x8 3x8 ij W:800 W:300 R:1356 R:1237 U: 340 U: 325 BC -� 29-11-0 --- 29-11-0 - ALL PLATES ARE LOCK20 Scale: 0.211" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.55. 2x 4 SP-#2 BC 0.80 2x 4 SP-#2 WB 0.78 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 29-11- 0 BC Cont. 0- 0- 0 29-11- 0 WB 1 rows CLB on B -H Attach CLB with (2)-10d nails at each web. Loading Live TC 20.0 BC 0.0 Total 20.0 Spacing Lumber Duration Plate Duration TC Fb=1.15 Fc=1 BC Fb=1.10 Fc=1 Dead (psf) 15.0 5.0 Robbins Engineering, Inc./Online P1us- A -J 0.28 2263 C 0.03 0.25 J -B 0.27 1965 C 0.02 0.25 B -C 0.55 1654 C 0.04 0.51 C -D 0.37 1837 C 0.04 0.33 D -E 0.53 2227 C 0.06 0.47 --------Bottom Chords --------- A -i 0.80 2024 T 0.19 0.61 I -S2 0.52 1607 T 0.15 0.37 S2-H 0.75 1607 T 0.15 0.60 H -S1 0.62 2264 T 0.21 0.41 S1-G 0.66 2264 T 0.24 0.42 G -F 0.52 134 T 0.00 0.52 ------------- Webs ------------- J -I 0.10 353 C I -B 0.13 432 T B -H 0.05 171 T 1 Br H -C 0.11 378 T H -D 0.40 664 C G -D 0.18 984 C G -E 0.78 2449 T F -E 0.22 1202 C WindLd 20.0 40.0 24.0" LL Defl -0.23" in S2-H L/999 Factor 1.25 TL Defl -0.37" in S2-H L/948 Factor 1.25 Shear // Grain in B -C 0.31 .10 Ft=1.10 DL Defl -0.15" at S1 L/999 .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 1357 340 8- 0 1-10 Hz = -157 F 1238 326 3- 0 1- 7 Hz = 179 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 4.Ox 6.0 Ctr 0.1 0.75 B LOCK 5.Ox 6.0 0.6-3.6 0.93 C LOCK 5.Ox 6.0-0.7-3.1 0.59 G LOCK 3.Ox 8.6 0.5 Ctr 0.98 REFERTO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. 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) and IBC/IRC-2003. 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: 18-0 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 2263 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. Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- NOTES: Robbins Engineering, Inc./Online Plus- ®1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:11 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CAMT H2C 1 SP 291100 6 1- 2- 0 0 , CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 0 HO 4-0-3 N O _TC I'i 13-0-0 1 3-0-0 5-8-0 8-3-0 5x6 5x6 B C - I 6 - N t 0 3x6 2x4 S3 5x6 2x4 t 4x6 K D L 0 E 6-10-3 I m I 4x6 A I go J S1 H S2 G 9 2x4 3x6 3x6 4x8 20G-RHS-5x10 4x8 1 W:800 it W:300 R:1361 R:12461 U: 337 U: 328 BC 29-11-0 Imo- 29-11-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.211" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.47 2x 4 SP-#2 BC 0.90 2x 4 SP-#2 WB 0.52 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 29-11- 0 BC Cont. 0- 0- 0 29-11- 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 1362 337 8- 0 1-10 Hz = -191 F 1246 328 3- 0 1- 8 Hz = 238 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -K 0.46 2231 C 0.02 0.44 Robbins Engineering, Inc./Online P1us- K -S3 0.47 2155 C 0.03 0.44 S3-B 0.43 2059 C 0.07 0.36 B -C 0.13 1471 C 0.01 0.12 C -D 0.39 1642 C 0.03 0.36 D -L 0.18 1183 C 0.00 0.18 L -E 0.18 1183 C 0.00 0.18 --------Bottom Chords --------- A -J 0.73 2001 T 0.18 0.55 J -S1 0.45 1430 T 0.14 0.31 S1-H 0.66 1430 T 0.14 0.52 H -S2 0.71 2024 T 0.20 0.51 S2-G 0.90 2024 T 0.20 0.70 G -F 0.50 177 T 0.00 0.50 ------------- Webs ------------- K -J 0.10 421 C J -B 0.21 674 T B -H 0.04 151 T H -C 0.13 422 T H -D 0.45 648 C D -G 0.52 1116 C G -L 0.07 308 C G -E 0.52 1621 T F -E 0.29 1231 C WindLd LL Defl -0.24" in S2-G L/999 TL Defl -0.36" in S2-G L/956 Shear // Grain in A -K 0.27 DL Defl -0.23" at S2 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 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 S2 RHS 5.0x10.0 Ctr 0.8 0.78 G LOCK 4.Ox 8.0 0.5 Ctr 0.86 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) and IBC/IRC-2003. 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: 18-0 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 2231 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. Robbins Engineering, Inc./Online PlusTM 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:12 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T T2D 1 SP 291100 6 1- 2- 0 0 -CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 0 HO 5-0-3 N O TC, 14-6-0 1 5-2-0 10-3-0 5x6 B T N 3x8 5x6 J 12x4 4x6 S1 C o R D i 6 2x4 H w 7-7-3 i i 4x6 A I E ® G S3 F S2 L 2x4 3x6 3x6 3x6 3x8 4x8 W:800 W:300 R:1378 R:1279 U: 333 U: 332 BC; 29-11-0 L� 29-11-0 ALL PLATES ARE LOCK20 Scale: 0.212" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- TC 0.79 2x 4 SP-#2 BC 0.87 2x 4 SP-#2 WB 0.66 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 29-11- BC Cont. 0- 0- 0 29-11- 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 1379 334 8- 0 1-10 Hz = -218 E 1279 332 3- 0 1- 8 Hz = 294 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -H 0.64 2284 C 0.03 0.61 Robbins Engineering, Inc./Online Plus'" H -S1 0.63 2014 C 0.02 0.61 S1-B 0.79 1894 C 0.11 0.68 B -C 0.40 2110 C 0.02 0.38 C -K 0.39 1193 C 0.01 0.38 K -D 0.39 1193 C 0.01 0.38 --------Bottom Chords --------- * -G 0.87 2055 T 0.18 0.69 G -S3 0.58 1343 T 0.22 0.36 S3-F 0.78 1343 T 0.12 0.66 F -S2 0.66 1910 T 0.32 0.34 S2-L 0.54 1910 T 0.18 0.36 L -E 0.41 217 T 0.00 0.41 ------------- Webs ------------- H -G 0.19 509 C G -B 0.21 664 T B -F 0.30 953 T F -C 0.20 584 C C -L 0.66 968 C L -K 0.15 440 C L -D 0.52 1623 T E -D 0.43 1248 C WindLd LL Defl -0.31" in S3-F L/999 TL Defl -0.45" in S3-F L/777 Shear // Grain in H -S1 0.34 DL Defl -0.15" at S3 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 4.Ox 6.0 Ctr 0.1 0.76 B LOCK 5.Ox 6.0 Ctr-0.1 0.59 L LOCK 4.Ox 8.0 0.5 Ctr 0.86 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FEC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. 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: 18-0 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 2284 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: JIB Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:13 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T T2E 1 SP 291100 6 1- 2- 0 0 CARC2,T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) Ho 4-3 0 0 HO 6-0-3 N O TC' 14-6-0 3-2-0 12-3-0 5x6 _ I B I 5x6 1- 7- 0 2x4 4x6 C J D 3x8 j S1 - 61 2x4 I 7-7-3 I I I. 4x6 V/ A I J- E H S2 G S3 F 2x4 3x6 3x6 3x6 3x8 4x8 W:800 W:300 R:1374 R:1267 U: 329 U: 336 -BC 29-11-0 29-11-0 = ALL PLATES ARE LOCK20 Scale: 0.212" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.80 2x 4 SP-#2 BC 0.78 2x 4 SP42 WB 0.60 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 29-11- BC Cont. 0- 0- 0 29-11- WB 1 rows CLB on C -F 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 1375 329 8- 0 1-10 Hz = -227 E 1268 337 3- 0 1- 8 Hz = 344 Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -I 0.63 2279 C 0.03 0.60 I -S1 0.62 2124 C 0.02 0.60 S1-B 0.80 2005 C 0.12 0.68 B -C 0.31 1851 C 0.02 0.29 C -J 0.56 1135 C 0.00 0.56 J -D 0.56 1135 C 0.00 0.56 --------Bottom Chords --------- * -H 0.78 2049 T 0.18 0.60 H -S2 0.49 1334 T 0.22 0.27 S2-G 0.73 1334 T 0.12 0.61 G -S3 0.57 1676 T 0.28 0.29 S3-F 0.58 1676 T 0.16 0.42 F -E 0.52 250 T 0.00 0.52 ------------- Webs ------------- I -H 0.12 483 C H -B 0.27 736 T B -G 0.26 836 T G -C 0.29 579 C C -F 0.21 736 C 1 Br F -J 0.25 525 C F -D 0.49 1554 T E -D 0.60 1235 C WindLd LL Defl -0.21" in S2-G L/999 TL Defl -0.33" in S2-G L/999 Shear // Grain in C -J 0.34 DL Defl -0.13" at S2 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 4.Ox 6.0 Ctr 0.1 0.76 B LOCK 5.Ox 6.0 Ctr-0.1 0.59 F LOCK 4.Ox 8.0 0.5 Ctr 0.83 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Provide connection to bearing for 343 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. 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: 18-0 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 2279 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: JIB REFER TO ROBBINS ENG. GENERAL Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0,014 Engineering - Portrait 12/1/2005 9:13:14 AM Page 1 Job. Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T A 1 SP 370800 6 1- 2- 0 0 CARC?T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 0 HO 5-2-3 0 N O 0 N TC �'i 14-6-0 'i 14-11-4 IO i 3-0-6 i 4-0-6 65.6 I6 5x6 E B 5x6 -; 2x4 3x6 3x6 5x6 16 C 7- 01'- M S4 N 1- 6- 3 D 4x6 0 6- 3x8 �1 S1 `r 8-6-6 3x6 N L 1-4-OF 4A6 IN G 1- 4- 0 S3 I 2x4 - K S2 q,6x8 J H 3x6 _ 4x12 HGR W:800 2x4 4xS 4x14 2x4 R:1582 R:1637 U: 419 U: 413 BCj 21-0-0 16-8-0 37-8-0 ALL PLATES ARE LOCK20 Scale: 0.164" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- TC 0.77 2x 4 SP-#2 BC 0.93 2x 4 SP-#2 EX S2-H 2x 4 SP-SS CW 0.86 2x 4 SP-#3 WB 0.98 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 37- 8- 0 BC Cont. 0- 0- 0 37- 8- 0 WB 1 rows CLB on L -J WB 1 rows CLB on J -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) 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 1638 413 8- 0 1-15 Hz = -240 F 1583 419 3- 8 1-14 Hz = 344 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -L 0.59 2829 C 0.04 0.55 Robbins Engineering, Inc./Online P1us- L -S1 0.58 2188 C 0.03 0.55 S1-B 0.77 2070 C 0.13 0.64 B -C 0.44 2202 C 0.03 0.41 C -M 0.37 2746 C 0.07 0.30 M -S4 0.33 2763 C 0.05 0.28 S4-N 0.26 2763 C 0.05 0.21 N -D 0.22 1592 C 0.01 0.21 D -E 0.17 1562 C 0.01 0.16 E -0 0.20 1229 C 0.01 0.19 --------Bottom Chords --------- * -K 0.67 2538 T 0.23 0.44 K -S2 0.86 2538 T 0.25 0.61 S2-J 0.76 2538 T 0.13 0.63 J -H 0.22 175 C 0.00 0.22 G -S3 0.93 2396 T 0.22 0.71 S3-I 0.70 2396 T 0.40 0.30 I -F 0.50 263 T 0.00 0.50 ---------- Chord -webs ---------- H -G 0.86 215 T 0.00 0.86 G -M 0.18 378 C 0.18 0.00 ------------- Webs ------------- K -L 0.08 270 T L -J 0.23 709 C 1 Br B -J 0.45 1419 T J -C 0.36 1606 C 1 Br J -G 0.72 2258 T C -G 0.29 906 T G -N 0.17 555 T N -I 0.98 1096 C D -I 0.43 960 C I -E 0.32 1001 T I -0 0.45 1421 T F -0 0.59 1577 C WindLd LL Defl -0.28" in G -S3 L/999 TL Defl -0.53" in G -S3 L/835 Shear // Grain in S2-J 0.44 DL Defl -0.30" at S2 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 4.Ox 6.0 Ctr 0.1 0.94 B LOCK 5.0x 6.0 Ctr-0.1 0.67 E LOCK 5.Ox 6.0 Ctr-0.1 0.66 O LOCK 4.Ox 6.0 Ctr-0.1 0.78 S2 LOCK 4.Ox 8.0 Ctr 0.2 1.00 G LOCK 6.Ox 8.0 Ctr 1.2 0.79 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 Provide connection to bearing for 344 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. 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: 18-0 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 2829 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: JIB Robbins Engineering, Inc./Online Plus' O 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:15 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T H2G 1 SP 370800 6 1- 2- 0 0 CARC2,T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 HO 5-2-3 0 N O TCI 15-4-0 _ 19-4-0 5x6 2x4 3x8 3x6 5x6 B J S2 M C 4x6 i 3x8 L S1 2x4 8-0-3 61 I 1-4-OE 1-4-OD I 4x6 D A E 1- 4- 0 S4 G p 2x4 U � H S3 6x8 F 3x6 4x8 f\ HGR W:B00 6x8 3x6 2x4 R:1622 R:1647 U: 419 U: 413 SC 21-0-0 16-8-0 37-8-0 ALL PLATES ARE LOCK20 Scale: 0.171" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.92 2x 4 SP-#2 BC 0.94 2x 4 SP-#2 CW 0.84 2x 4 SP-#3 WB 0.88 2x 4 SP-#3 Brace truss,as follows: O.C. From To TC Cont. 0- 0- 0 37- 8- BC Cont. 0- 0- 0 37- 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 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 1647 413 8- 0 1-15 Hz = -216 D 1623 419 3- 8 1-15 Hz = 333 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -I 0.73 2787 C 0.04 0.69 I -S1 0.73 2587 C 0.04 0.69 S1-B 0.92 2469 C 0.18 0.74 Robbins Engineering, Inc./Online Plus- * -J 0.41 2353 C 0.03 0.38 J -S2 0.46 2369 C 0.08 0.38 S2-M 0.62 2369 C 0.03 0.59 M -C 0.60 1307 C 0.01 0.59 C -L 0.17 1306 C 0.01 0.16 --------Bottom Chords --------- * -H 0.94 2504 T 0.23 0.71 H -S3 0.62 170 C 0.00 0.62 S3-F 0.93 170 C 0.00 0.93 E -S4 0.88 1862 T 0.17 0.71 S4-G 0.73 1862 T 0.31, 0.42 G -D 0.49 252 T 0.00 0.49 ---------- Chord -Webs ---------- F -E 0.84 241 T 0.01 0.83 E -J 0.27 413 C 0.27 0.00 ------------- Webs ------------- I -H 0.18 521 C H -B 0.15 435 T H -E 0.74 2117 T B -E 0.16 507 T E -M 0.22 685 T M -G 0.88 1137 C G -C 0.08 279 T G -L 0.48 1523 T D -L 0.61 1627 C WindLd LL Defl -0.38" in S3-F L/999 TL Defl -0.67" in S3-F L/660 Shear // Grain in I -S1 0.34 DL Defl -0.25" at S3 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 4.Ox 6.0 Ctr 0.1 0.92 B LOCK 5.Ox 6.0 0.7-3.1 0.80 M LOCK 3.Ox 6.0-0.1 Ctr 0.52 C LOCK 5.Ox 6.0-0.7-3.1 0.66 L LOCK 4.Ox 6.0 Ctr-0.1 0.78 H LOCK 6.Ox 8.0 1.0 Ctr 1.00 E LOCK 6.Ox 8.0 Ctr 1.2 0.70 G LOCK 4.Ox 8.0 1.0 Ctr 0.88 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 Provide connection to bearing for 333 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. 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: 18-0 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 2787 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. SIMPSON HANGER @ JT.D. Robbins Engineering, Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering -Portrait 12/1/2005 9:13:15 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T H2H 1 SP 370800 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M##4326) HO 4-3 0 HO 5-2-3 0 N O TC1'4 1 17-4-0 15-4-0 5-0-0 5x6 2x4 3x6 3x6 5x6 I B K S4 L C 3x6 4x6 61 Q M 3x8 9-0-3 S1 2P4 1-4-OD 5x6 D A 6eE 1- 4- 0 S3 G ➢ 2x4 O S2 6x8 N F 3x6 4x8 HGR w:eoD 3x6 4x8 4x10 2x4 R:1680 U: 419 R:1733 U: 413 BCC 21-0-0 16-8-0 - 37-8-0 ALL PLATES ARE LOCK20 Scale: 0.171" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.46 2x 4 SP-#2 BC 0.87 2x 4 SP42 CW 0.99 2x 4 SP-#3 WB 0.68 2x 4 SP-#3 Brace truss.as follows: O.C. From To TC Cont. 0- 0- 0 37- 8- BC Cont. 0- 0- 0 37- 8- WB 1 rows CLB on N -B WB 1 rows CLB on L -G 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 1734 413 8- 0 2- 1 Hz = -241 D 1686 419 3- 8 2- 0 Hz = 344 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -P 0.33 3053 C 0.06 0.27 Robbins Engineering, Inc./Online Plus- P -S1 0.28 2825 C 0.05 0.23 S1-Q 0.46 2738 C 0.04 0.42 Q -B 0.44 2048 C 0.06 0.38 B -K 0.33 2152 C 0.03 0.30 K -S4 0.34 2163 C 0.05 0.29 S4-L 0.46 2163 C 0.03 0.43 L -C 0.44 1194 C 0.01 0.43 C -M 0.29 1293 C 0.01 0.28 --------Bottom Chords --------- A -0 0.82 2725 T 0.24 0.58 0 -S2 0.64 2317 T 0.38 0.26 S2-N 0.76 2317 T 0.21 0.55 N -F 0.41 201 C 0.00 0.41 E -S3 0.87 1785 T 0.29 0.58 S3-G 0.74 1785 T 0.29 0.45 G -D 0.49 263 T 0.00 0.49 ---------- Chord -Webs ---------- F -E 0.99 205 T 0.00 0.99 E -K 0.24 283 C 0.24 0.00 ------------- Webs ------------- P -0 0.09 332 C O -Q 0.13 429 T Q -N 0.68 711 C N -B 0.04 132 T 1 Br N -E 0.67 2112 T B -E 0.24 749 T E -L 0.19 605 T L -G 0.35 1100 C 1 Br G -C 0.06 219 T G -M 0.48 1505 T D -M 0.64 1687 C WindLd LL Defl -0.35" in E -S3 L/999 TL Defl -0.55" in E -S3 L/802 Shear // Grain in S4-L 0.30 DL Defl -0.22" at S2 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 R Y JSI A LOCK 5.Ox 6.0 1.4 0.6 0.89 B LOCK 5.Ox 6.0 0.7-3.1 0.89 C LOCK 5.Ox 6.6-0.7-3.1 0.66 M LOCK 4.Ox 6.0 Ctr-0.1 0.78 S2 LOCK 4.Ox 8.0 Ctr 0.2 0.81 E LOCK 6.Ox 8.0 Ctr 1.3 0.79 G LOCK 4.Ox 8.0 0.5 Ctr 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 OH Loading Soffit psf 2.0 Provide connection to bearing for 344 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. 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: 18-0 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 3053 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. SIMPSON HANGER @ JT.D. Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:16 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T H2I 1 SP 370800 6 1- 2- 0 0 I CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 0 HO 5-2-3 N o TC!'i 19-4-0 11-4-0 7-0-0 5x6 2x4 3x6 5x6 I B R S C 3x6 6� Q 4x6 7 M 10-0-3 3x8 1-4-OE 2x4 S1 1-4-OD P 5x640 1z m D A i E S3 G 1- 4- 0 2x4 6xB 3x6 4x8 O S2 N F T xGR W!800 3x6 3x6 4x10 2x4 R:1695 U: 419 R:1758 U: 413 BC F-L 21-0-0 16-8-0 37-8-0 ALL PLATES ARE LOCK20 Scale: 0.170" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.73 2x 4 SP-#2 BC 0.91 2x 4 SP-#2 CW 0.84 2x 4 SP-#3 WB 0.76 2x 4 SP-#3 Brace truss.,as follows: O.C. From To TC Cont. 0- 0- 0 37- 8- BC Cont. 0- 0- 0 37- 8- WB 1 rows CLB on Q -N WB 1 rows CLB on N -B WB 1 rows CLB on S -G WB 1 rows CLB on F -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 1759 413 8- 0 2- 1 Hz = -267 D 1695 419 3- 8 2- 0 Hz = 355 Membr CSI P Lbs Axl-CSI-Bnd Robbins Engineering, Inc./Online Plus- ---------- Top Chords ---------- A -P 0.44 3073 C 0.13 0.31 P -S1 0.38 2825 C 0.05 0.33 S1-Q 0.53 2728 C 0.04 0.49 Q -B 0.51 1918 C 0.02 0.49 B -K 0.32 1931 C 0.02 0.30 K -S 0.27 1940 C 0.02 0.25 S -C 0.27 1215 C 0.01 0.26 C -M 0.73 1347 C 0.04 0.69 --------Bottom Chords --------- A -O 0.91 2747 T 0.23 0.68 0 -S2 0.66 2264 T 0.38 0.28 S2-N 0.81 2264 T 0.20 0.61 N -F 0.57 171 C 0.00 0.57 E -S3 0.77 1672 T 0.28 0.49 S3-G 0.66 1672 T 0.28 0.38 G -D 0.56 274 T 0.00 0.56 ---------- Chord -Webs ---------- F -E 0.84 172 C 0.00 0.84 E -K 0.03 117 C 0.03 0.00 ------------- Webs ------------- P -0 0.13 388 C O -Q 0.16 510 T Q -N 0.26 796 C 1 Br N -B 0.25 665 C 1 Br N -E 0.76 2371 T B -E 0.38 1191 T E -S 0.16 529 T S -G 0.34 929 C 1 Br G -C 0.05 204 T G -M 0.47 1487 T D -M 0.64 1687 C WindLd LL Defl -0.34" in E -S3 L/999 TL Defl -0.51" in E -S3 L/870 Shear // Grain in S3-G 0.43 DL Defl -0.20" at S3 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 R Y JSI A LOCK 5.Ox 6.0 1.4 0.6 0.89 B LOCK 5.Ox 6.0 0.7-3.1 0.89 C LOCK 5.Ox 6.0-0.7-3.1 0.66 M LOCK 4.Ox 6.0 Ctr-0.1 0.78 N LOCK 4.0x10.0 0.5 Ctr 0.98 E LOCK 6.Ox 8.0 Ctr 1.2 0.99 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 Provide connection to bearing for 355 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. 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: 18-0 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 3073 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 CAUTIONIII 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. SIMPSON HANGER @ JT.D. Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:17 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CAM T GI 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC?T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 AO 4-3 0 0 N C'N O TC!'"r i 7-0-0 12-8-1: 10-0-0 10-7-15 19-8-0 O 5x8 3x6 2x4 6x8 ,i D T U E �- 7x12 6x10 ti B AA 2x4 61_ 3x6 0 R V -� 6 #1Ox12 10-2-3 0 C 3x8 �Z4 S1 2W4 1-4-0A 1 1-4-OH 61 7x16 A 7x6 WA 0 3x6 1- 4- 0 S3 R H F W:800 6x8 5x8 #1Ox12 R:4330 G J S2 I U:1130 #3x6 4x14 4x8 3x6 W:800 R:2046 U: 525 L 0 1Ox12 #8xl2 BCI 29-6-0 1 21-0-0 �E 50-0-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.131" = 1' Robbins Engineering, Inc./Online Plus - Checked for NonConcurrent 200 Shear // Grain in U -E 0.29 Lbs Moving Point Load applied DL Defl -0.68" at S3 L/855 Online Plus ---Version 19.0.014 at Panel Points and Mid -panel RUN DATE: 01-DEC-05 on BC Plates for each ply each face. PLATING CONFORMS TO TPI. CSI -Size- ----Lumber---- Jt React Uplft Size Req'd .REPORTS: SBCCI 9761 TC 0.66 2x 4 SP-#2 Lbs Lbs In-Sx In-Sx ROBBINS ENGINEERING, INC. EX A -B 2x 4 SP-SS A 4330 1130 8- 0 5- 2 BASED ON SP LUMBER EX B -C 2x 6 SP-#2 Hz = -123 USING GROSS AREA TEST. EX C -D 2x 6 SP-#2 F 2047 525 8- 0 2- 7 Plate - LOCK 20 Ga, Gross Area BC 0.78 2x 8 SP-SS Hz = 122 Plate - RHS 20 Ga, Gross Area EX G -S2 2x 4 SP-#2 Jt Type Plt Size X Y JSI EX S2-F 2x 4 SP-SS Membr CSI P Lbs Axl-CSI-Bnd A LOCK 7.Oxl6.0 9.4 4.7 0.88 CW 0.62 2x 4 SP-0 ----------Top Chords---------- B LOCK 7.Ox12.0 1.1-4.8 0.96 WB 0.83 2x 4. SP43 A -Z 0.61 9274 C 0.46 0.15 C# LOCK 10.0x12.0 Ctr 0.5 0.68 EX O -B 2x 4 SP42 Z -B 0.64 9295 C 0.47 0.17 AA LOCK 6.Ox10.0-1.3-1.0 0.92 EX L -AA 2x 4 SP-SS B -C 0.37 8359 C 0.25 0.12 D LOCK 5.Ox 8.0 0.8-3.4 1.00 EX H -J 2x 4 SP42 C -R 0.64 10453 C 0.40 0.24 E LOCK 6.Ox 8.0-0.9-3.8 0.84 WG --- 2x 6 SP-#2 R -AA 0.61 10397 C 0.42 0.19 F LOCK 3.Ox 6.0-1.4 0.7 0.91 PB --- 2x 4 SP-#3 AA-D 0.17 5431 C 0.15 0.02 F LOCK 7.Ox 6.0-4.3 1.0 0.53 D -T 0.66 4854 C 0.25 0.41 L LOCK 10.0x12.0 Ctr-0.3 1.00 Brace truss as follows: T -U 0.41 3816 C 0.16 0.25 H# LOCK 10.0x12.0 Ctr 1.4 0.84 O.C. From To U -E 0.54 3813 C 0.12 0.42 J LOCK 4.Oxl4.0-1.0 Ctr 0.97 TC Cont. 0- 0- 0 50- 0- 0 E -V 0.59 3591 C 0.27 0.32 S2 LOCK 4.Ox 8.0 Ctr 0.2 0.75 BC Cont. 0- 0- 0 50- 0- 0 V -S1 0.59 3882 C 0.30 0.29 WB 1 rows CLB on O -C - S1-W 0.57 3932 C 0.30 0.27 # = Plate Monitor used WB 1 rows CLB on AA-K W -F 0.53 4047 C 0.16 0.37 - WB 1 rows CLB on -H --------Bottom Chords--------- REFER TO ROBBINS ENG. GENERAL WB 1 rows CLB on E -J A -O 0.61 8268 T 0.46 0.15 NOTES AND SYMBOLS SHEET FOR - Attach CLB with (2)-10d nails O -L 0.78 11135 T 0.63 0.15 ADDITIONAL SPECIFICATIONS. at each web. L -S3 0.51 6510 T 0.36 0.15 S3-K 0.43 6510 T 0.36 0.07 NOTES: Loading Live Dead (psf) K -H - 0.31 4395T 0.24 0.07 Trusses Manufactured by: TC 20.0 15.0 G -J 0.44 113 T 0.01 0.43 East Coast Lumber BC 0.0 5.0 J -S2 0.90 3414 T 0.34 0.56 Analysis Conforms To: Total 20.0 20.0 40.0 S2-I .0.38 3414 T 0.32 0.06 FBC2004 Spacing 12.0" I -F 0.53 3608 T 0.18 0.35 OH Loading Lumber Duration Factor. 1.25 ---------- Chord -Webs ---------- Soffit psf 2.0 Plate Duration Factor 1.25 G -H 0.62 194 T 0.00 0.62 Design checked for LL on BC TC Fb=1.00 Fc=1.00 Ft=1.00 H -U 0.03 128 T 0.03 0.00 per BOCA (section 1606.2.3) BC Fb=1.00 Fc=1.00 Ft=1.00 -------------Webs------------- and IBC/IRC-2003. Z -O 0.03 131 T Design checked for 10 psf non - Load Case # 1 BOCA Loading O -B 0.64 3465 T concurrent LL on BC. Lumber Duration Factor 1.25 O -C 0.69 4073 C 1 Br Prevent truss rotation at all Plate Duration Factor 1.25 C -L 0.72 2734 C bearing locations. pl£ - Live Dead From To L -R 0.03 101 C NOTE: USER MODIFIED PLATES TC V 20 15 0.0' 50.0' L -AA 0.87 5646 T This design may have plates BC V 0 5 0.0' 50.0' AA-K 0.81 3302 C 1 Br selected through a plate TC V 60 45 7.0' 12.0' K -D 0.72 2249 T monitor. BC V 0 15 7.0' 12.0' K -T 0.31 978 T Wind Loads - ANSI / ASCE 7-02 BC V 20 0 14.7' 17.4' T -H 0.42 1155 C 1 Br Truss is designed as a Main BC V 20 0 22.0' 26.8' H -E 0.83 2607 T Wind -Force Resistance System. BC V 20 0 34.9' 38.1' H -J 0.68 3731 T Wind Speed: 120 mph TC V 145 145 7.0' CL-LB E -J 0.53 1325 C 1 Br Mean Roof Height: 18-0 BC V 200 200 7.0' CL-LB J -V 0.34 355 C Exposure Category: B BC V 1390 1390 12.3' CL-LB V -I 0.09 306 T Occupancy Factor : 1.00 I -W 0.05 163 C Building Type: Enclosed Zone location: Exterior Plus 6 Wind Load Case(s) LL Defl -0.49" in L -S3 L/999 TC Dead Load 7.0 psf Plus 1 UBC LL Load Case(s) TL Defl -0.95" in L -S3 L/616 BC Dead Load 3.0 psf Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:12:52 AM Page 1 of 2 Job CARC2T Mark GI Quan Type Span P1-H1 Left OH Right OH 1 SP 500000 6 1- 2- 0 1- 2- 0 Engineering Cont. t CARCQT (ENGLE HOMES/CARACAS ELEV. 2/M#4326) Max comp. force 10453 Lba Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER S 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: JIB Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:12:52 AM Page 2 of 2 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARCZT HIA 1 SP 500000 6 1- 2- 0 1- 2- 0 CARM (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 0 HO 4-3 0 0 N O TCIH 9-0-0 12-8-1'i 10-0-0 i 6-7-15 1 21-8-0 N O 1='1 6x6 6x6 2x4 1 D E N 2x4 N - M 61 0 3x6 6x6 6x6 0 i6 11-2-3 6 - 0 B C 3x8 2x4 1-4-OA � S1 2x4 1-4-OH 7e6 L P 3x6 j A 7x6 3x6 1- 4- 0 K J S3 H F W:800 .L 4x8 S2 4x8 3x8 7x16 G I R:2 559 V: 559 20G-RHS-3xlO 2x4 #7x12 W:800 SPL R:2200 U: 560 BC 29-0-0 -I 21-0-0 � 50-0-0 �! EXCEPT AS SHOWN ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.131" = 1' Robbins Engineering, Inc./Online P1us- L -B 0.35 3845 C 0.09 0.26 F LOCK 7.Ox 6.0-4.3 1.0 0.52 B -C 0.34 3453 C 0.07 0.27 H LOCK 7.Oxl6.0 Ctr 1.8 0.73 Online Plus -- Version 18.0.014 C -M 0.88 3565 C 0.23 0.65 I# LOCK 7.Ox12.0-0.8 1.8 0.75 RUN DATE: 01-DEC-05 M -D 0.44 3520 C 0.08 0.36 D -E 0.69 2808 C 0.10 0.59 # = Plate Monitor used CSI.-Size- ----Lumber---- E -N 0.53 3161 C 0.06 0.47 TC 0.88 2x 4 SP-#2 N -0 0.73 3251 C 0.21 0.52 REFER TO ROBBINS ENG. GENERAL BC 1.00 2x 4 SP-#2 0 -S1 0.62 3641 C 0.08 0.54 NOTES AND SYMBOLS SHEET FOR EX S2-S3 2x 4 SP-SS Sl-P 0.52 3749 C 0.09 0.43 ADDITIONAL SPECIFICATIONS. CW 0.82 2x 4 SP-#3 P -F 0.72 3986 C 0.27 0.45 WB 0.62 2x 4 SP-#3 --------Bottom Chords--------- NOTES: EX H -I 2x 4 SP-#2 A -K 0.90 3660 T 0.32 0.58 Trusses Manufactured by: PB --- 2x 4 SP-#3 K -S2 0.78 4235 T 0.71 0.07 East Coast Lumber S2-J 0.61 4235 T 0.36 0.25 Analysis Conforms To: Brace truss as follows: J -S3 0.49 2802 T 0.24 0.25 FBC2004 O.C. From To S3-H 0.97 2802 T 0.47 0.50 OH Loading TC Cont. 0- 0- 0 50- 0- 0 G -I 0.94 164 C 0.00 0.94 Soffit psf 2.0 BC Cont. 0- 0- 0 50- 0- 0 I -F 1.00 3564 T 0.31 0.69 Design checked for LL on BC WB 1 rows CLB on C -J ---------- Chord -Webs ---------- per BOCA (section 1606.2.3) WB 1 rows CLB on D -H G -H 0.82 242 T 0.01 0.81 and IBC/IRC-2003. WB 1 rows CLB on H -0 H -N 0.03 108 C 0.03 0.00 Design checked for 10 psf non- WB 1 rows CLB on G -N -------------Webs------------- concurrent LL on BC. Attach CLB with (2)-10d nails L -K 0.09 233 C Prevent truss rotation at all at each web. K -B 0.48 1503 T bearing locations. K -C 0.62 1558 C NOTE: USER MODIFIED PLATES Loading Live Dead (psf) C -J 0.37 1202 C 1 Br This design may have plates TC 20.0 15.0 M -J 0.30 342 C selected through a plate BC 0.0 5.0 J -D 0.50 1261 T monitor. Total 20.0 20.0 40.0 D -H 0.09 198 T 1 Br Wind Loads - ANSI / ASCE 7-02 Spacing 24.0" E -H 0.42 979 T Truss is designed as a Main Lumber Duration Factor 1.25 H -O 0.16 504 C 1 Br Wind -Force Resistance System. Plate Duration Factor 1.25 H -I 0.88 3418 T Wind Speed: 120 mph TC Fb=1.15 Fc=1.10 Ft=1.10 0 -I 0.08 266 T Mean Roof Height: 18-0 BC Fb=1.10 Fc=1.10 Ft=1.10 I -P 0.15 431 C Exposure Category: B Occupancy Factor : 1.00 LL Defl -0.62" in S3-H L/939 Building Type: Enclosed Plus 6 Wind Load Case(s) TL Defl -1.00" in S3-H L/582 Zone location: Exterior Plus 1 UBC LL Load Case(s) Shear // Grain in N -0 0.30 TC Dead Load 7..0 psf Plus 1 BC LL Load Case(s) DL Defl -0.50" at S3 L/999 BC Dead Load 3.0 psf Max comp. force 4115 Lbs Checked for NonConcurrent 200 Plates for each ply each face. Quality Control Factor 1.00 Lbs Moving Point Load applied PLATING CONFORMS TO TPI. at Panel Points and Mid -panel REPORTS: SBCCI 9761 FABRICATOR NOTES: on BC ROBBINS ENGINEERING, INC. 1. EAST COAST LUMBER 6 SUPPLY BASED ON SP LUMBER J.C. WEBER P.E.#17455 Jt React Uplft Size Req'd USING GROSS AREA TEST. 5285 ST. LUCIE BLVD. Lbs Lbs In-Sx In-Sx Plate - LOCK 20 Ga, Gross Area FORT PIERCE FL. 34946 A 2218 559 8- 0 2-10 Plate - RHS 20 Ga, Gross Area 2. !!!CAUTION!!! READ "SCSI-Bl Hz = -275 Jt Type Plt Size X Y JSI SUMMARY SHEET" BEFORE F 2201 561 8- 0 2-10 A LOCK 3.Ox 6.0 1.4 0.7 0.93 HANDLING , INSTALLING 6 Hz = 279 A LOCK 7.Ox 6.0 4.3 1.0 0.55 BRACING TRUSSES. B LOCK 6.Ox 6.0 0.9-3.6 0.77 3. SEE ATTACHED DETAIL SHEET Membr CSI P Lbs Axl-CSI-Bnd D LOCK 6.Ox 6.0 0.9-3.6 0.75 FOR: 1-JACK NAILS. ----------Top Chords---------- E LOCK 6.Ox 6.0-0.9-3.6 0.75 2-TBRACE. 3-BEARING BLOCK. A -L 0.41 4115 C 0.12 0.29 F LOCK 3.Ox 6.0-1.4 0.7 0.90 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:12:53 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HIB 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 0 HO 4-3 0 0 N O TC ''�i 11-0-0 :2-8-1i 10-0-0 i207151 23-8-0 N 0 � 6x6 6x6 D E - 61 2x4 3x6 N R 6x6 6x6 3x6 6 B C O 12-2-3 6F- 3x10 2x4 S1 1-4-OA 1-4-OH L 2x4 7x6 P 3x6 A 7x6 3x6 �i 1- 4- OK S3 Q S2 J H F -� W:800 T 3x6 4x8 4x10 4x8 4x8 7x10 R:2281 G i U: 559 2i4 #7x12 w:eoo SPL R:2235 U: 560 BC � � 29-0-0 21-0-0 -- 50-0-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.131" = 1' Robbins Engineering, Inc./Online Plus- B -C 0.49 4024 C 0.10 0.39 S2 LOCK 4.Ox 8.0 Ctr 0.2 0.76 C -R 0.79 4464 C 0.23 0.56 H LOCK 7.0x10.0 Ctr 1.8 0.97 Online Plus -- Version 18.0.014 R -D 0.45 3007 C 0.06 0.39 I# LOCK 7.Oxl2.0-0.4 1.8 0.75 RUN DATE: 01-DEC-05 D -E 0.14 2682 C 0.05 0.09 E -N 0.36 3314 C 0.07 0.29 # = Plate Monitor used CSI -Size- ----Lumber---- N -O 0.70 3305 C 0.21 0.49 TC 0.79 2x 4 SP-#2 O -S1 0.62 3686 C 0.09 0.53 REFER TO ROBBINS ENG. GENERAL BC 0.60 2x 4 SP-SS S1-P 0.61 3794 C 0.22 0.39 NOTES AND SYMBOLS SHEET FOR EX A -S3 2x 4 SP-112 P -F 0.72 4061 C 0.27 0.45 ADDITIONAL SPECIFICATIONS. EX G -I 2x 4 SP-#2 --------Bottom Chords --------- CW 0.55 2x 4 SP-#3 A -K 0.90 3781 T 0.32 0.58 NOTES: WB 0.75 2x 4 SP-#3 K -S3 0.75 3413 T 0.57 0.18 Trusses Manufactured by: EX H -I 2x 4 SP42 S3-Q 0.49 3413 T 0.29 0.20 East Coast Lumber PH --- 2x 4 SP-#3 Q -S2 0.54 3281 T 0.28 0.26 Analysis Conforms To: S2-J 0.60 3281 T 0.28 0.32 FBC2004 Brace truss as follows: J -H 0.54 2635 T 0.22 0.32 OH Loading O.C. From To G -I 0.93 110 T 0.00 0.93 Soffit psf 2.0 TC Cont. 0- 0- 0 50- 0- 0 I -F 0.53 3631 T 0.16 0.37 Provide connection to bearing BC Cont. 0- 0- 0 50- 0- 0 ---------- Chord -Webs ---------- for 307 Lbs Horiz Reaction WB 1 rows CLB on Q -C G -H 0.55 242 T 0.01 0.54 Design checked for LL on BC WB 1 rows CLB on R -J H -N 0.12 344 C 0.12 0.00 per BOCA (section 1606.2.3) WB 1 rows CLB on J -E -------------Webs------------- and IBC/IRC-2003. WB 1 rows CLB on H -O L -K 0.11 368 C Design checked for 10 psf non- WB 1 rows CLB on G -N K -B 0.11 372 T concurrent LL on BC. Attach CLB with (2)-10d nails B -Q 0.45 1412 T Prevent truss rotation at all at each web. Q -C 0.42 2217 C 1 Br bearing locations. Q -R 0.48 1379 T NOTE: USER MODIFIED PLATES Loading Live Dead (psf) R -J 0.40 1106 C 1 Br This design may have plates TC 20.0 15.0 J -D 0.46 1070 T selected through a plate BC 0.0 5.0 J -E 0.07 207 T 1 Br monitor. Total 20.0 20.0 40.0 E -H 0.75 1177 T Wind Loads - ANSI / ASCE 7-02 Spacing 24.0" H -O 0.16 512 C 1 Br Truss is designed as a Main Lumber Duration Factor 1.25 H -I 0.90 3253 T Wind -Force Resistance System. Plate Duration Factor 1.25 O -I 0.08 274 T Wind Speed: 120 mph TC Fb=1.15 Fc=1.10 Ft=1.10 I -P 0.15 428 C Mean Roof Height: 18-0 BC Fb=1.10 Fc=1.10 Ft=1.10 Exposure Category: B LL Defl -0.59" in Q -S2 L/985 Occupancy Factor : 1.00 TL Defl -0.97" in Q -S2 L/600 Building Type: Enclosed Plus 6 Wind Load Case(s) Shear // Grain in S2-J 0.46 Zone location: Exterior Plus 1 UBC LL Load Case(s) DL Defl -0.53" at S2 L/999 TC Dead Load 7.0 psf Plus 1 BC LL Load Case(s) BC Dead Load 3.0 psf Plates for each ply each face. Max comp. force 4464 Lbs Checked for NonConcurrent 200 PLATING CONFORMS TO TPI. Quality Control Factor 1.00 Lbs Moving Point Load applied REPORTS: SBCCI 9761 at Panel Points and Mid -panel ROBBINS ENGINEERING, INC. FABRICATOR NOTES: on BC BASED ON SP LUMBER _ 1. EAST COAST LUMBER & SUPPLY USING GROSS AREA TEST. J.C. WEBER P.E.#17455 Jt React Uplft Size Req'd Plate - LOCK 20 Ga, Gross Area 5285 ST. LUCIE BLVD. Lbs Lbs In-Sx In-Sx Plate - RHS 20 Ga, Gross Area FORT PIERCE FL. 34946 A 2282 559 8- 0 2-11 Jt Type Plt Size X Y JSI 2. !!!CAUTION!!! READ "SCSI-B1 Hz = -302 A LOCK 3.Ox 6.0 1.4 0.7 0.96 SUMMARY SHEET" BEFORE F 2236 561 8- 0 2-10 A LOCK 7.0x 6.0 4.3 1.0 0.59 HANDLING , INSTALLING & Hz = 307 B LOCK 6.Ox 6.0 0.7-4.1 0.87 BRACING TRUSSES. D LOCK 6.Ox 6.0 0.9-3.6 0.75 3. SEE ATTACHED DETAIL SHEET Membr CSI P Lbs Axl-CSI-Bnd E LOCK 6.Ox 6.0-0.9-3.6 0.75 FOR: 1-JACK NAILS. ----------Top Chords---------- F LOCK 3.Ox 6.0-1.4 0.7 0.92 2-TBRACE. 3-BEARING BLOCK. A -L 0.41 4235 C 0.12 0.29 F LOCK 7.Ox 6.0-4.3 1.0 0.54 4. DESIGNER: JIB L -B 0.65 3930 C 0.19 0.46 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.86 Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0,014 Engineering - Portrait 12/1/2005 9:12:54 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HIC 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 HO 4-3 0 0 N O N N TC O 'i 6x6 - 6i D 2x4 p 2x4 M L 3x10 6T6 6x6 S5 3x8 8 C 3x6 12-10-3 6 r- S3 N -6 1-4-OA 2x4 E 3x8 1-4-OG S1 2x4 7x6 O 3x6 A 7x6 r 3x6 ® 1- 4- 0 J S2 I S4 G E W:800 T 4x8 4x8 5x83x8 7x10 R:2321 F H U: 559 2x4 #7xl2 W:800 SPL R:2259 U: 560 BC1 29-0-0 1 21-0-0 50-0-0 �{ ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.130"=1' Robbins Engineering, Inc./Online P1us- A -S3 0.39 4045 C 0.11 0.28 H# LOCK 7.Ox12.0-0.6 1.8 0.75 S3-B 0.59 3948 C 0.23 0.36 Online Plus -- Version 18.0.014 B -C 0.19 2828 C 0.05 0.14 # = Plate Monitor used RUN DATE: 01-DEC-05 C -L 0.33 3648 C 0.09 0.24 L -D 0.47 3664 C 0.17 0.30 REFER TO ROBBINS ENG. GENERAL CSI -Size- ----Lumber---- D -M 0.39 3413 C 0.08 0.31 NOTES AND SYMBOLS SHEET FOR TC 0.73 2x 4 SP-#2 M -S5 0.68 3339 C 0.21 0.47 ADDITIONAL SPECIFICATIONS. BC 0.98 2x 4 SP42 S5-N 0.68 3444 C 0.21 0.47 EX S2-S4 2x 4 SP-SS N -S1 0.63 3772 C 0.23 0.40 NOTES: EX H -E 2x 4 SP-SS Si-O 0.53 3879 C 0.10 0.43 Trusses Manufactured by: CW 0.76 2x 4 SP-#3 0 -E 0.73 4112 C 0.28 0.45 East Coast Lumber WB 0.92 2x 4 SP-#3 --------Bottom Chords--------- Analysis Conforms To: EX G -H 2x 4 SP42 A -J 0.98 3817 T 0.31 0.67 FBC2004 PB --- 2x:4 SP-#3 J -S2 0.81 3763 T 0.63 0.18 OH Loading S2-I 0.66 3763 T 0.32 0.34 Soffit psf 2.0 Brace truss as follows: I -S4 0.55 2529 T 0.21 0.34 Provide connection to bearing O.C. From To S4-G 0.86 2529 T 0.42 0.44 for 324 Lbs Horiz Reaction TC Cont. 0- 0- 0 50- 0- 0 F -H 0.93 153 C 0.00 0.93 Design checked for LL on BC BC Cont. 0- 0- 0 50- 0- 0 H -E 0.53 3677 T 0.16 0.37 per BOCA (section 1606.2.3) WB 1 rows CLB on J -C ---------- Chord -Webs---------- and IBC/IRC-2003. WB 1 rows CLB on I -L F -G 0.76 242 T 0.01 0.75 Design checked for 10 psf non- WB 1 rows CLB on I -D G -M 0.14 389 C 0.14 0.00 concurrent LL on BC. WB 1 rows CLB on G -N -------------Webs------------- Prevent truss rotation at all WB 1 rows CLB on F -M K -J 0.12 377 C bearing locations. Attach CLB with (2)-10d nails J -B 0.51 1619 T NOTE: USER MODIFIED PLATES at each web. J -C 0.43 1399 C 1 Br This design may have plates C -I 0.77 937 C selected through a plate Loading Live Dead (psf) I -L 0.10 354 C 1 Br monitor. TC 20.0 15.0 I -D 0.53 1664 T 1 Br Wind Loads - ANSI / ASCE 7-02 BC 0.0 5.0 D -G 0.92 1447 T Truss is designed as a Main Total 20.0 20.0 40.0 G -N 0.15 484 C .1 Br Wind -Force Resistance System. Spacing 24.0" G -H 0.88 3526 T Wind Speed: 120 mph Lumber Duration Factor 1.25 N -H 0.08 265 T Mean Roof Height: 18-0 Plate Duration Factor 1.25 H -0 0.15 428 C Exposure Category: B TC Fb=1.15 Fc=1.10 Ft=1.10 Occupancy Factor : 1.00 BC Fb=1.10 Fc=1.10 Ft=1.10. LL Defl -0.53" in S4-G L/999 Building Type: Enclosed TL Defl -0.91" in S4-G L/644 Zone location: Exterior Shear // Grain in S5-N 0.29 TC Dead Load 7.0 psf Plus 6 Wind Load Case(s) DL Defl -0.48" at S4 L/999 BC Dead Load 3.0 psf Plus 1 UBC LL Load Case(s) Max comp. force 4275 Lbs Plus 1 BC LL Load Case(s) Plates for each ply each face. Quality Control Factor 1.00 PLATING CONFORMS TO TPI. Checked for NonConcurrent 200 REPORTS: SBCCI 9761 FABRICATOR NOTES: Lbs Moving Point Load applied ROBBINS ENGINEERING, INC. 1. EAST COAST LUMBER 6 SUPPLY at Panel Points and Mid -panel BASED ON SP LUMBER J.C. WEBER P.E.#17455 on BC USING GROSS AREA TEST. 5285 ST. LUCIE BLVD. Plate - LOCK 20 Ga, Gross Area FORT PIERCE FL, 34946 it React Uplft Size Req'd Plate - RHS 20 Ga, Gross Area 2. !!!CAUTION!!! READ "SCSI-Bl Lbs Lbs In-Sx In-Sx it Type Pit Size X Y JSI SUMMARY SHEET" BEFORE A 2321 559 8- 0 2-12 A LOCK 3.Ox 6.0 1.4 0.7 0.97 HANDLING , INSTALLING S Hz = -320 A LOCK 7.Ox 6.0 4.3 1.0 0.60 BRACING TRUSSES. E 2259 561 8- 0 2-11 B LOCK 6.Ox 6.0 0.9-3.6 0.88 3. SEE ATTACHED DETAIL SHEET Hz = 324 D LOCK 6.Ox 6.0 Ctr-0.6 0.75 FOR: 1-JACK NAILS. E LOCK 3.Ox 6.0-1.4 0.7 0.93 2-TBRACE. 3-BEARING BLOCK. Membr CSI P Lbs Axl-CSI-Bnd E LOCK 7.Ox 6.0-4.3 1.0 0.55 4. DESIGNER: JIB ----------Top Chords---------- S2 LOCK 4.Ox 8.0 Ctr 0.2 0.83 A -K 0.57 4275 C 0.24 0.33 G LOCK 7.0x10.0 Ctr 1.8 0.86 Robbins Engineering. Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:12:55 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HID 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 HO 4-3 0 O N O 0 N TC!,4 15-0-0 2-8-11 7-4-0 24-11-15 O 6x6 D P, 6 - 2x4 3- 8- 0 6x6 6x6 L 3x10 m B c S5 1 3x8 3x6 6i S1 M 12-10-3 2x4 16 1-4-OA K 3x8 1-4-OG S2 2x4 7x6 N 3x6 V A 7x6 n 3x6 1- 4- 0 J S3 I S4 G E W:800 3x6 3x8 4x10 3x8 7x10 R:2344 F H U: 559 2x4 #7xl2 W:800 SPL R:2267 - - - U: 560 HCj 29-0-0 21-0-0 F- 50-0-0 -- -� ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.130" = 1' Robbins Engineering, Inc./Online P1us- A -K 0.76 4300 C 0.30 0.46 # = Plate Monitor used K -S1 0.69 4141 C 0.11 0.58 Online Plus -- Version 18.0.014 S1-B 0.80 4029 C 0.32 0.46 REFER TO ROBBINS ENG. GENERAL RUN DATE: 01-DEC-05 B -C 0.72 3791 C 0.09 0.63 NOTES AND SYMBOLS SHEET FOR C -D 0.89 3612 C 0.25 0.64 ADDITIONAL SPECIFICATIONS. CSI -Size- ----Lumber---- D -L 0.43 3411 C 0.07 0.36 TC 0.76 2x 4 SP-#2 L -S5 0.75 3357 C 0.23 0.52 NOTES: EX S1-B 2x 4 SP-SS SS-M 0.75 3463 C 0.23 0.52 Trusses Manufactured by: EX C -D 2x 4 SP-SS M -S2 0.63 3790 C 0.23 0.40 East Coast Lumber BC 1.00 2x 4 SP-#2 S2-N 0.52 3897 C 0.10 0.42 Analysis Conforms To: EX S3-S4 2x 4 SP-SS N -E 0.73 4129 C 0.28 0.45 FBC2004 EX H -E 2x 4 SP-SS --------Bottom Chords--------- OH Loading CW 0.75 2x 4 SP-#3 A -J 1.00 3847 T 0.31 0.69 Soffit psf 2.0 WB 0.89 2x 4 SP-#3 J -S3 0.77 3198 T 0.53 0.24 Provide connection to bearing EX G -H 2x 4 SP-#2 S3-I 0.62 3198 T 0.27 0.35 for 324 Lba Horiz Reaction PB --- 2x 4 SP-#3 I -S4 0.57 2559 T 0.22 0.35 Design checked for LL on BC S4-G 0.86 2559 T 0.42 0.44 per BOCA (section 1606.2.3) Brace truss as follows: F -H 0.93 152 C 0.00 0.93 and IBC/IRC-2003. O.C. From To H -E 0.53 3692 T 0.16 0.37 Design checked for 10 psf non- TC Cont. 0- 0- 0 50- 0- 0 ---------- Chord -Webs ---------- concurrent LL on BC. BC Cont. 0- 0- 0 50- 0- 0 F -G 0.75 242 T 0.01 0.74 Prevent truss rotation at all WB 1 rows CLB on C -I G -L 0.12 346 C 0.12 0.00 bearing locations. WB 1 rows CLB on G -M -------------Webs------------- NOTE: USER MODIFIED PLATES WB 1 rows CLB on F -L K -J 0.15 485 C This design may have plates Attach CLB with (2)-10d nails J -B 0.26 716 T selected through a plate at each web. B -I 0.36 1124 T monitor. C -I 0.56 2063 C 1 Br Wind Loads - ANSI / ASCE 7-02 Loading Live Dead (psf) I -D 0.89 1541 T Truss is designed as a Main TC 20.0 15.0 D -G 0.88 1402 T Wind -Force Resistance System. BC 0.0 5.0 G -M 0.16 489 C 1 Br Wind Speed: 120 mph Total 20.0 20.0 40.0 G -H 0.88 3536 T Mean Roof Height: 18-0 Spacing 24.0" M -H 0.08 265 T Exposure Category: B Lumber Duration Factor 1.25 H -N 0.15 426 C Occupancy Factor : 1.00 Plate Duration Factor 1.25 Building Type: Enclosed TC Fb=1.15 Fc=1.10 Ft=1.10 LL Defl -0.53" in S4-G L/999 Zone location: Exterior BC Fb=1.10 Fc=1.10 Ft=1.10 TL Defl -0.90" in S4-G, L/645 TC Dead Load 7.0 psf Shear // Grain in C -D 0.34 BC Dead Load 3.0 psf DL Defl -0.47" at S4 L/999 Max comp. force 4300 Lbs Plus 6 Wind Load Case(s) Quality Control Factor 1.00 Plus 1 UBC LL Load Case(s) Plates for each ply each face. Plus 1 BC LL Load Case(s) PLATING CONFORMS TO TPI. FABRICATOR NOTES: REPORTS: SBCCI 9761 1. EAST COAST LUMBER 6 SUPPLY Checked for NonConcurrent 200 ROBBINS ENGINEERING, INC. J.C. WEBER P.E.#17455 Lbs Moving Point Load applied BASED ON SP LUMBER 5285 ST. LUCIE BLVD. at Panel Points and Mid -panel USING GROSS AREA TEST. FORT PIERCE FL. 34946 on BC Plate - LOCK 20 Ga, Gross Area 2. !!!CAUTION!!! READ "SCSI-B1 Plate - RHS 20 Ga, Gross Area SUMMARY SHEET" BEFORE Jt React Uplft Size Req'd Jt Type Plt Size X Y JSI HANDLING , INSTALLING 6 Lbs Lbs In-Sx In-Sx A LOCK 3.Ox 6.0 1.4 0.7 0.97 BRACING TRUSSES. A 2345 559 8- 0 2-12 A LOCK 7.Ox 6.0 4.3 1.0 0.61 3. SEE ATTACHED DETAIL SHEET Hz = -320 B LOCK 6.Ox 6.0 0.7-4.1 0.87 FOR: 1-JACK NAILS. E 2267 561 8- 0 2-11 D LOCK 6.Ox 6.0 Ctr-0.6 0.75 2-TBRACE. 3-BEARING BLOCK. Hz = 325 E LOCK 3.Ox 6.0-1.4 0.7 0.93 4. DESIGNER: JIB E LOCK 7.Ox 6.0-4.3 1.0 0.56 Membr CSI P Lbs Axl-CSI-Bnd G LOCK 7.0x10.0 Ctr 1.8 0.86 ----------Top Chords---------- H# LOCK 7.Oxl2.0-0.6 1.8 0.76 Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:12:55 AM Page 1 Job Mark Quan 1 Type Span P1-H1 Left OH Right OH Engineering CARC2T HIE 1 SP 500000 6 1- 2- 0 1- 2- o CARQ2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 HO 4-3 O N 0 O O TCj'a! 17-0-0 12-8-11 5-4-0 1 24-11-15 N O 6x6 - D I � 6 2- 8- 0 6x6 6x6 2x4 B C M 3x8 I S4 6! 2x4 3x6 12-10-3 3x8 L N 6 1-4-OA 2.4 S1 3x10 1-4-OG K S2 2x4 0 3x6 A 7x6 T 3x6 1- 4- 0 J S5 I S3 G E W:8001 4x84x8 Sx8 3x8 7x10 F H R:2364 U: 559 2x4 #7xl2 W:800 SPL R:2296 U: 560 BC 30-6-0 19-6-0 i --- 50-0-0 _ _��I ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.130" = 1' Robbins Engineering, Inc./Online P1us- S1-L 0.48 4042 C 0.10 0.38 H# LOCK 7.Oxl2.0-0.6 1.8 0.83 L -B 0.93 4099 C 0.31 0.62 Online Plus -- Version 18.0.014 B -C 0.44 3349 C 0.07 0.37 # = Plate Monitor used RUN DATE: 01-DEC-05 C -D 0.70 3719 C 0.16 0.54 D -M 0.40 3704 C 0.09 0.31 REFER TO ROBBINS ENG. GENERAL CSI -Size- ----Lumber---- M -S4 0.40 3619 C 0.09 0.31 NOTES AND SYMBOLS SHEET FOR TC 0.93 2x 4 SP-#2 S4-N 0.52 3715 C 0.-09 0.43 ADDITIONAL SPECIFICATIONS. BC 0.67 2x 4 SP-SS N -S2 0.64 3919 C 0.24 0.40 EX F -H 2x 4 SP-#2 S2-0 0.54 4020 C 0.25 0.29 NOTES: EX H -E 2x 4 SP-#2 0 -E 0.55 4222 C 0.23 0.32 Trusses Manufactured by: CW 0.94 2x 4 SP-#3 --------Bottom Chords--------- East Coast Lumber WB 0.99 .2x 4 SP-#3 A -J 0.54 3908 T 0.16 0.38 Analysis Conforms To: EX G -H 2x 4 SP-#2 J -S5 0.34 3093 T 0.26 0.08 FBC2004 PB --- 2x 4 SP-#3 S5-I 0.67 3093 T 0.26 0.41 OH Loading I -S3 0.63 2597 T 0.22 0.41 Soffit psf 2.0 Brace truss as follows: S3-G 0.54 2597 T 0.22 0.32 Provide connection to bearing O.C. From To F -H 0.90 189 C 0.00 0.90 for 324 Lbs Horiz Reaction TC Cont. 0- 0- 0 50- 0- 0 H -E 0.94 3772 T 0.31 0.63 Design checked for LL on BC BC Cont. 0- 0- 0 50- 0- 0 ---------- Chord -Webs ---------- per BOCA (section 1606.2.3) WB 1 rows CLB on I -C F -G 0.94 241 T 0.01 0.93 and IBC/IRC-2003. WB 1 rows CLB on D -G G -M 0.12 407 C 0.12 0.00 Design checked for 10 psf non- WB 1 rows CLB on F -M -------------Webs------------- concurrent LL on BC. Attach CLB with (2)-10d nails K -J 0.13 295 C Prevent truss rotation at all at each web. J -L 0.18 433 C bearing locations. J -B 0.55 920 T NOTE: USER MODIFIED PLATES Loading Live Dead (psf) B -I 0.27 870 T This design may have plates TC 20.0 15.0 I -C 0.59 1934 C 1 Br selected through a plate BC 0.0 5.0 I -D 0.99 1678 T monitor. Total 20.0 20.0 40.0 D -G 0.50 1560 T 1 Br Wind Loads - ANSI / ASCE 7-02 Spacing 24.0" G -N 0.36 384 C Truss is designed as a Main Lumber Duration Factor 1.25 G -H 0.83 3777 T Wind -Force Resistance System. Plate Duration Factor 1.25 N -H 0.08 225 T Wind Speed: 120 mph TC Fb=1.15 Fc=1.10 Ft=1.10 H -0 0.11 387 C Mean Roof Height: 18-0 BC Fb=1.10 Fc=1.10 Ft=1.10 Exposure Category: B LL Defl -0.70" in S3-G L/835 Occupancy Factor : 1.00 TL Defl -1.11" in S3-G L/523 Building Type: Enclosed Plus 6 Wind Load Case(s) Shear // Grain in L -B 0.27 Zone location: Exterior Plus 1 UBC LL Load Case(s) DL Defl -0.57" at S3 L/999 TC Dead Load 7.0 psf Plus 1 BC LL Load Case(s) BC Dead Load 3.0 psf Plates for each ply each face. Max comp. force 4386 Lbs Checked for NonConcurrent 200 PLATING CONFORMS TO TPI. Quality Control Factor 1.00 Lbs Moving Point Load applied REPORTS: SBCCI 9761 at Panel, Points and Mid -panel ROBBINS ENGINEERING, INC. FABRICATOR NOTES: on BC BASED ON SP LUMBER 1. EAST COAST LUMBER 6 SUPPLY USING GROSS AREA TEST. J.C. WEBER P.E.#17455 Jt React Uplft Size Req'd Plate - LOCK 20 Ga, Gross Area 5285 ST. LUCIE BLVD. Lbs Lbs In-Sx In-Sx Plate - RHS 20 Ga, Gross Area FORT PIERCE FL. 34946 A 2364 559 8- 0 2-13 Jt Type Plt Size X Y JSI 2. !!!CAUTION!!! READ "SCSI-B1 Hz = -320 A LOCK 3.Ox 6.0 1.4 0.7 0.99 SUMMARY SHEET" BEFORE E 2296 561 8- 0 2-11 A LOCK 7.Ox 6.0 4.3 1.0 0.63 HANDLING , INSTALLING 6 Hz = 325 B LOCK 6.Ox 6.0 0.7-4.1 0.92 BRACING TRUSSES. D LOCK 6.Ox 6.0 Ctr-0.6 0.75 3. SEE ATTACHED DETAIL SHEET Membr CSI P Lbs Axl-CSI-Bnd E LOCK 3.Ox 6.0-1.4 0.7 0.95 FOR: 1-JACK NAILS. ----------Top Chords---------- E LOCK 7.Ox 6.0-4.3 1.0 0.58 2-TBRACE. 3-BEARING BLOCK. A -K 0.48 4386 C 0.13 0.35 S5 LOCK 4.Ox 8.0 Ctr 0.2 0.76 4. DESIGNER: JIB K -Sl 0.26 4115 C 0.14 0.12 G LOCK 7.Ox10.0 Ctr 1.8 0.88 Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:12:56 AM Page 1 Job Mark Quan Type Span P1-HI Left OH Right OH Engineering CARC2T J 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 HO 4-3 0 0 N O TC 'i 19-0-0 12-8-1, 3-4-0 24-11-15 0 N O i 6 !i 6x8 D - 6x6 6x6 j 1- 8- 0 H C 2x4 T M 3x8 3x6 S4 � 3x10 L 3x6 12-10-3 Sl 6� N� 6 1-4-OA 2x4 K 3x10 1-4-OG S2 2.4 7x6 O 3x6 A 7x6 TZ 3x6 �- I 1- 4- 0 J S3 I S5 P G E W:800 3x64x8 4x8 4x8 3x8 7x10 F H R:2329 U: 559 2x4 #7xl2 W:800 SPL R:2263 U: 560 BCJ 1 30-6-0 19-6-0- �, 50-0-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0. 130" = 1' Robbins Engineering, Inc./Online P1us- K -S1 0.46 4025 C 0.23 0.23 S5 LOCK 4.Ox 8.0 Ctr 0.2 0.81 S1-L 0.59 3928 C 0.23 0.36 P LOCK 3.Ox 8.0-0.5 Ctr 0.88 Online Plus -- Version 18.0.014 L -B 0.49 3193 C 0.07 0.42 G LOCK 7.0x10.0 Ctr 1.8 0.81 RUN DATE: 01-DEC-05 B -C 0.18 2850 C 0.05 0.13 H# LOCK 7.Oxl2.0-1.0 1.8 0.75 C -D 0.35 2847 C 0.05 0.30 CSI -Size- ----Lumber---- D -M 0.46 3586 C 0.16 0.30 # = Plate Monitor used TC 0.59 2x 4 SP-#2 M -S4 0.45 3494 C 0.08 0.37 BC 0.94 2x 4 SP--#2 S4-N 0.52 3592 C 0.09 0.43 REFER TO ROBBINS ENG. GENERAL EX A -S3 2x 4 SP-SS N -S2 0.59 3847 C 0.22 0.37 NOTES AND SYMBOLS SHEET FOR EX S5-G 2x 4 SP-SS S2-0 0.51 3946 C 0.22 0.29 ADDITIONAL SPECIFICATIONS. CW 0.34 2x 4 SP-#3 0 -E 0.55 4151 C 0.23 0.32 WB 0.56 2x 4 SP-#3 --------Bottom Chords--------- NOTES: EX G -H 2x 4 SP-#2 A -J 0.54 3842 T 0.16 0.38 Trusses Manufactured by: PH --- 2x 4 SP-#3 J -S3 0.41 3390 T 0.29 0.12 East Coast Lumber S3-I 0.90 3390 T 0.29 0.61 Analysis Conforms To: Brace truss as follows: I -S5 0.78 2954 T 0.49 0.29 FBC2004 O.C. From To S5-P 0.57 2954 T 0.13 0.44 OH Loading TC Cont. 0- 0- 0 50- 0- 0 P -G 0.34 2568 T 0.22 0.12 Soffit psf 2.0 BC Cont. 0- 0- 0 50- 0- 0 F -H 0.89 67 T 0.00 0.89 Provide connection to bearing WB 1 rows CLB on L -I H -E 0.94 3708 T 0.31 0.63 for 324 Lbs Horiz Reaction WB 1 rows CLB on I -C ---------- Chord -Webs ---------- Design checked for LL on BC WB 1 rows CLB on C -P F -G 0.34 241 T 0.01 0.33 per BOCA (section 1606.2.3) WB 1 rows CLB on D -G G -M 0.13 434 C 0.13 0.00 and IBC/IRC-2003. WB 1 rows CLB on G -N -------------Webs------------- Design checked for 10 psf non- WB 1 rows CLB on F -M K -J 0.15 392 C concurrent LL on BC. Attach CLB with (2)-10d nails J -L 0.14 460 T Prevent truss rotation at all .at each web. L -I 0.25 765 C 1 Br bearing locations. I -B 0.36 1135 T NOTE: USER MODIFIED PLATES Loading Live Dead (psf) I -C 0.15 409 C 1 Br This design may have plates TC 20.0 15.0 C -P 0.44 1097 C 1 Br selected through a plate BC 0.0 5.0 P -D 0.56 1267 T monitor. Total 20.0 20.0 40.0 D -G 0.44 1389 T 1 Br Wind Loads - ANSI /,ASCE 7-02 Spacing 24.0" G -N 0.11 407 C 1 Br Truss is designed as a Main Lumber Duration Factor 1.25 G -H 0.86 3468 T Wind -Force Resistance System. Plate Duration Factor 1.25 N -H 0.07 229 T Wind Speed: 120 mph TC Fb=1.15 Fc=1.10 Ft=1.10 H -0 0.11 382 C Mean Roof Height: 18-0 BC Fb=1.10 Fc=1.10 Ft=1.10 Exposure Category: B LL Defl -0.46" in S3-I L/999 Occupancy Factor : 1.00 TL Defl -0.79" in F -H L/736 Building Type: Enclosed Plus 6 Wind Load Case(s) Shear // Grain in S5-P 0.43 Zone location: Exterior Plus 1 UBC LL Load Case(s) DL Defl -0.41" at F L/999 TC Dead Load 7.0 psf Plus 1 BC LL Load Case(s) BC Dead Load 3.0 psf Plates for each ply each face. Max comp. force 4303 Lbs Checked for NonConcurrent 200 PLATING CONFORMS TO TPI. Quality Control Factor 1.00 Lbs Moving Point Load applied REPORTS: SBCCI 9761 at Panel Points and Mid -panel ROBBINS ENGINEERING, INC. FABRICATOR NOTES: on BC BASED ON SP LUMBER 1. EAST COAST LUMBER 6 SUPPLY USING GROSS AREA TEST, J.C. WEBER P.E.#17455 Jt React Uplft Size Req'd Plate - LOCK 20 Ga, Gross Area 5285 ST. LUCIE BLVD. Lbs Lbs In-Sx In-Sx Plate - RHS 20 Ga, Gross Area FORT PIERCE FL. 34946 A 2330 559 8- 0 2-12 Jt Type Plt Size X Y JSI 2. !!!CAUTION!!! READ "SCSI-B1 Hz = -320 A LOCK 3.Ox 6.0 1.4 0.7 0.97 SUMMARY SHEET" BEFORE E 2263 561 8- 0 2-11 A LOCK 7.Ox 6.0 4.3 1.0 0.61 HANDLING , INSTALLING 6 Hz = 324 B LOCK 6.Ox 6.0 0.9-3.6 0.75 BRACING TRUSSES. D LOCK 6.Ox 8.0 Ctr-1.1 0.76 3.. SEE ATTACHED DETAIL SHEET Membr CSI P Lbs Axl-CSI-Bnd E LOCK 3.Ox 6.0-1.4 0.7 0.94 FOR: 1-JACK NAILS. ----------Top Chords---------- E LOCK 7.Ox 6.0-4.3 1.0 0.56 2-TBRACE. 3-BEARING BLOCK. A -K 0.50 4303 C 0.22 0.28 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.86 4. DESIGNER: JIB Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0,014 Engineering - Portrait 12/1/2005 9:12:57 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T 1 G 1 SP 500000 6 1- 2- 0 1- 2- 0 CAR02T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 0 0 HO 4-3 0 N O 0 V O 0 N TC,� 21-0-0 12-8-li. 24-11-15 O � 6x6 D 6x6 6x6 6 8- 0 H C T 2x4 M 3x8 2x4 S5 6 F- T 3x10 3x6 12-10-3 3x6 S1 N -6 1-4-OA S 3x10 1-4-OG S2 2.4 j 7x6 O 3x6 A 7x6 r 3x6 1- 4- OR S3 Q S4 P G E W:800 S 2x4 4x8 4x8 3x84x8 7x10 R:2315 H H U: 559 2x4 #7x12 W:800 SPL R:2275 U: 560 BCI 30-6-0 1 19-6-0 50-0-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: O.130"=1' Robbins Engineering, Inc./Online P1us- B -C 0.18 2770 C 0.05 0.13 H# LOCK 7.Oxl2.0-0.8 1.8 0.75 C -D 0.35 3035 C 0.06 0.29 Online Plus -- Version 18.0.014 D -M 0.51 3596 C 0.08 0.43 # = Plate Monitor used RUN DATE: 01-DEC-05 M -S5 0.37 . 3526 C 0.08 0.29 S5-N 0.55 3624 C 0.19 0.36 REFER TO ROBBINS ENG. GENERAL CSI -Size- ----Lumber---- N -S2 0.59 3875 C 0.22 0.37 NOTES AND SYMBOLS SHEET FOR TC 0.86 2x 4 SP-#2 S2-0 0.52 3974 C 0.23 0.29 ADDITIONAL SPECIFICATIONS. BC 0.96 2x 4 SP-#2 O -E 0.56 4176 C 0.23 0.33 EX S4-G 2x 4 SP-SS --------Bottom Chords--------- NOTES: CW 0.39 .2x 4 SP-#3 A -R 0.80 3773 T 0.31 0.49 Trusses Manufactured by: WB 0.93 2x 4 SP-#3 R -S3 0.82 3773 T 0.33 0.49 East Coast Lumber EX G -H 2x 4 SP-#2 S3-Q 0.96 3774 T 0.63 0.33 Analysis Conforms To: PH --- 2x 4 SP-#3 Q -S4 0.86 2679 T 0.44 0.42 FBC2004 S4-P 0.57 2679 T 0.23 0.34 OH Loading Brace truss as follows: P -G 0.56 2591 T 0.22 0.34 Soffit psf 2.0 O.C. From To F -H 0.89 78 T 0.00 0.89 Provide connection to bearing TC Cont. 0- 0- 0 50- 0- 0 H -E 0.94 3730 T 0.31 0.63 for 324 Lbs Horiz Reaction BC Cont. 0- 0- 0 50- 0- 0 ---------- Chord -Webs ---------- Design checked for LL on BC WB 1 rows CLB on P -C F -G 0.39 241 T 0.01 0.38 per BOCA (section 1606.2.3) WB 1 rows CLB on D -G G -M 0.12 388 C 0.12 0.00 and IBC/IRC-2003. WB 1 rows CLB on F -M -------------Webs------------- Design checked for 10 psf non - Attach CLB with (2)-10d nails R -S 0.08 253 T concurrent LL on BC. at each web. S -Q 0.42 520 C Prevent truss rotation at all Q -T 0.36 494 C bearing locations. Loading Live Dead (psf) Q -H 0.93 1138 T NOTE: USER MODIFIED PLATES TC 20.0 15.0 B -P 0.16 394 T This design may have plates BC 0.0 5.0 P -C 0.60 1378 C 1 Br selected through a plate Total 20.0 20.0 40.0 P -D 0.64 1392 T monitor. Spacing 24.0" D -G 0.43 1368 T 1 Br Wind Loads - ANSI / ASCE 7-02 Lumber Duration Factor 1.25 G -N 0.40 413 C Truss is designed as a Main Plate Duration Factor 1.25 G -H 0.86 3503 T Wind -Force Resistance System. TC Fb=1.15 Fc=1.10 Ft=1.10 N -H 0.07 231 T Wind Speed: 120 mph BC Fb=1.10 Fc=1.10 Ft=1.10 H -0 0.11 383 C Mean Roof Height: 18-0 Exposure Category: B LL Defl -0.51" in Q -S4 L/999 Occupancy Factor : 1.00 Plus 6 Wind Load Case(s) TL Defl -0.84" in Q -S4 L/695 Building Type: Enclosed Plus 1 UBC LL Load Case(s) Shear // Grain in S3-Q 0.43 Zone location: Exterior Plus 1 BC LL Load Case(s) DL Defl -0.43" at S4 L/999 TC Dead Load 7.0 psf BC Dead Load-: 3.0 psf Checked for NonConcurrent 200 Plates for each ply each face. Max comp. force 4221 Lbs Lbs Moving Point Load applied PLATING CONFORMS TO TPI. Quality Control Factor 1.00 at Panel Points and Mid -panel REPORTS: SBCCI 9761 on BC ROBBINS ENGINEERING, INC. FABRICATOR NOTES: BASED ON SP LUMBER 1. EAST COAST LUMBER 6 SUPPLY Jt React Uplft Size Req'd USING GROSS AREA TEST, J.C. WEBER P.E.#17455 Lbs Lbs In-Sx In-Sx Plate - LOCK 20 Ga, Gross Area 5285 ST. LUCIE BLVD. A 2316 559 8- 0 2-12 Plate - REIS 20 Ga, Gross Area FORT PIERCE FL, 34946 Hz = -320 Jt Type Plt Size X Y JSI 2. !!!CAUTION!!! READ "SCSI-B1 E 2275 561 8- 0 2-11 A LOCK 3.Ox 6.0 1.4 0.7 0.95 SUMMARY SHEET" BEFORE Hz = 325 A LOCK 7.Ox 6.0 4.3 1.0 0.58 HANDLING , INSTALLING 6 B LOCK 6.Ox 6.0 0.9-3.6 0.81 BRACING TRUSSES. Membr CSI P Lbs Axl-CSI-Bnd D LOCK 6.Ox 6.0 Ctr-0.6 0.75 3. SEE ATTACHED DETAIL SHEET ----------Top Chords---------- E LOCK 3.Ox 6.0-1.4 0.7 0.94 FOR: 1-JACK NAILS. A -S 0.85 4221 C 0.32 0.53 E LOCK 7.Ox 6.0-4.3 1.0 0.57 2-TBRACE. 3-BEARING BLOCK. S -S1 0.52 3765 C 0.10 0.42 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.92 4. DESIGNER: JIB S1-T 0.59 3661 C 0.09 0.50 P LOCK 4.Ox 8.0 Ctr 0.5 0.93 T -B 0.86 3716 C 0.29 0.57 G LOCK 7.Ox10.0 Ctr 1.8 0.82 Robbins Engineering, Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9.12:58 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HIH 1 SP 500000 6 1- 2- 0 1- 2- 0 CARg2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 0 0 0 HO 4-3 0 N O TC 'i 23-0-0 0 '� 25-8-0 0 0 6x6 6x6 B C 3x6 2x4 K L 3x8 6' S4 3x10 3x6 13-2-3 2x4 S1 M 3x8 1-4-OA J S2 1-4-OF 2x4 7x6 N 3x6 A 7x6 U. 3x6 ®i 1- 4- 0 I S3 H S5 g D W:800 3x6 4x8 4x8 3xB 7x10 R:2 E G fol U: 559 559 2x4 #7xl2 W 800 SPL R:2291 U: 560 BC� 30-6-0 19-6-0 � 50-0-0 C II ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.131" = 1' Robbins Engineering, Inc./Online Plus- ---------- Top Chords---------- F LOCK 7.0x10.0 Ctr 1.8 0.87 A -J 0.53 4334 C 0.26 0.27 G# LOCK 7.Oxl2.0-0.8 1.8 0.79 Online Plus -- Version 18.0.014 J -S1 0.63 4163 C 0.36 0.27 RUN DATE: 01-DEC-05 S1-K 0.78 4037 C 0.34 0.44 # = Plate Monitor used K -B 0.37 3178 C 0.04 0.33 CSI -Size- ----Lumber---- B -C 0.14 2524 C 0.10 0.04 REFER TO ROBBINS ENG. GENERAL TC 0.66 2x 4 SP-#2 C -L 0.66 3697 C 0.23 0.43 NOTES AND SYMBOLS SHEET FOR EX A -S1 2x 4 SP-SS L -S4 0.50 3619 C 0.09 0.41 ADDITIONAL SPECIFICATIONS. EX S1-B 2x 4 SP-SS S4-M 0.50 3717 C 0.09 0.41 BC 0.94 '2x 4 SP-#2 M -S2 0.63 3928 C 0.24 0.39 NOTES: EX A -S3 .2x 4 SP-SS S2-N 0.44 4027 C 0.10 0.34 Trusses Manufactured by: EX S3-S5 2x 4 SP-SS N -D 0.55 4212 C 0.23 0.32 East Coast Lumber CW 0.86 2x 4 SP-#3 --------Bottom Chords--------- Analysis Conforms To: WB 0.66 2x 4 SP-#3 A -I 0.53 3878 T 0.16 0.37 FBC2004 EX F -G 2x 4 SP-#2 I -S3 0.40 3207 T 0.27 0.13 OH Loading PB --- 2x 4 SP-#3 S3-H 0.71 3207 T 0.27 0.44 Soffit psf 2.0 H -S5 0.65 2521 T 0.21 0.44 Provide connection to bearing Brace truss as follows: S5-F 0.93 2521 T 0.42 0.51 for 335 Lbs Horiz Reaction O.C. From To E -G 0.89 174 C 0.00 0.89 Design checked for LL on BC TC Cont. 0- 0- 0 50- 0- 0 G -D 0.94 3763 T 0.31 0.63 per BOCA (section 1606.2.3) BC Cont. 0- 0- 0 50- 0- 0 ---------- Chord -Webs ---------- and IBC/IRC-2003. WB 1 rows CLB on K -H E -F 0.86 241 T 0.01 0.85 Design checked for 10 psf non- WB 1 rows CLB on H -C F -L 0.14 455 C 0.14 0.00 concurrent LL on BC. WB 1 rows CLB on C -F -------------Webs------------- Prevent truss rotation at all WB 1 rows CLB on E -L J -I 0.16 487 C bearing locations. Attach CLB with (2)-10d nails I -K 0.31 744 T NOTE: USER MODIFIED PLATES at each web. K -H 0.27 829 C 1 Br This design may have plates H -B 0.66 1176 T selected through a plate Loading Live Dead (psf) H -C 0.13 242 C 1 Br monitor. TC 20.0 15.0 C -F 0.51 1599 T 1 Br Wind Loads - ANSI / ASCE 7-02 BC 0.0 5.0 F -M 0.36 378 C Truss is designed as a Main Total 20.0 20.0 40.0 F -G 0.83 3725 T Wind -Force Resistance System. Spacing 24.0" M -G 0.07 225 T Wind Speed: 120 mph Lumber Duration Factor 1.25 G -N 0.11 386 C Mean Roof Height: 18-0 Plate Duration Factor 1.25 Exposure Category: B TC Fb=1.15 Fc=1.10 Ft=1.10 LL Defl -0.61" in S5-F L/959 Occupancy Factor : 1.00 BC Fb=1.10 Fc=1.10 Ft=1.10 TL Defl -0.98" in S5-F L/595 Building Type: Enclosed Shear // Grain in Sl-K 0.33 Zone location: Exterior DL Defl -0.46" at S5 L/999 TC Dead Load 7.0 psf Plus 6 Wind Load Case(s) BC Dead Load 3.0 psf Plus 1 UBC LL Load Case(s) Plates for each ply each face. Max comp. force 4334 Lbs Plus 1 BC LL Load Case(s) PLATING CONFORMS TO TPI. Quality Control Factor 1.00 REPORTS: SBCCI 9761 Checked for NonConcurrent 200 ROBBINS ENGINEERING, INC. FABRICATOR NOTES: Lbs Moving Point Load applied BASED ON SP LUMBER 1. EAST COAST LUMBER 6 SUPPLY at Panel Points and Mid -panel USING GROSS AREA TEST. - J.C. WEBER P.E.#17455 on BC Plate - LOCK 20 Ga, Gross Area 5285 ST. LUCIE BLVD. Plate - RHS 20 Ga, Gross Area FORT PIERCE FL. 34946 Jt React Uplft Size Req'd Jt Type Plt Size X Y JSI 2. !!!CAUTION!!! READ "SCSI-Bl Lbs Lbs In-Sx In-Sx A LOCK 3.Ox 6.0 1.4 0.7 0.98 SUMMARY SHEET" BEFORE A 2368 559 8- 0 2-13 A LOCK 7.Ox 6.0 4.3 1.0 0.62 HANDLING , INSTALLING S Hz = -331 B LOCK 6.Ox 6.0 0.9-3.6 0.75 BRACING TRUSSES. D 2292 561 B- 0 2-11 C LOCK 6.Ox 6.0-0.7-4.1 0.89 3. SEE ATTACHED DETAIL SHEET Hz = 336 D LOCK 3.Ox 6.0-1.4 0.7 0.95 FOR: 1-JACK NAILS. D LOCK 7.Ox 6.0-4.3 1.0 0.58 2-TBRACE. 3-BEARING BLOCK. Membr CSI P Lbs Axl-CSI-Bnd S3 LOCK 4.Ox 8.0 Ctr 0.2 0.75 4. DESIGNER: JIB Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:12:59 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T TII 2 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 HO 4-3 0 0 N O 0 N TC '� 23-8-0 26-4-0 0 h j 7x6 I B 3x6 2x4 , J K 3x8 j 6 S3 I 3x10 3x6 13-6-3 2x4 S1 L 1-4-OA 1-4-OE I 3x8 S5 2x4 7x6 M 3x6 A 7x6 T 3x6 �11 H S2 G S4 1- 4- 0 E C _L W:800 3x6 4xS 3x6 3x8 T 7x10 R:2375 D F U: 559 2x4 #7xl2 W:800 SPL R:2296 U: 560 BCJ 30-6-0 19-6-0 L - - 50-0=^ ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.131"= 1' Robbins Engineering, Inc./Online Plus- ---------- Top Chords---------- # = Plate Monitor used A -I 0.55 4349 C 0.27 0.28 Online Plus -- Version 18.0.014 I -Sl 0.72 4168 C 0.33 0.39 REFER TO ROBBINS ENG. GENERAL RUN DATE: 01-DEC-05 Sl-J 0.74 4042 C 0.33 0.41 NOTES AND SYMBOLS SHEET FOR J -B 0.40 3200 C 0.15 0.25 ADDITIONAL SPECIFICATIONS. CSI -Size- ----Lumber---- B -K 0.96 3718 C 0.31 0.65 TC 0.96 2x 4 SP-#2 K -S3 0.56 3625 C 0.09 0.47 NOTES: EX A -Sl 2x 4 SP-SS S3-L 0.49 3722 C 0.09 0.40 Trusses Manufactured by: EX Sl-B 2x 4 SP-SS L -S5 0.66 3929 C 0.25 0.41 East Coast Lumber BC 0.94 2x 4 SP-#2 S5-M 0.45 4028 C 0.11 0.34 Analysis Conforms To: EX A -S2 2x 4 SP-SS M -C 0.55 4224 C 0.23 0.32 FBC2004 EX S2-S4 2x 4 SP-SS --------Bottom Chords--------- OH Loading CW 0.88 2x 4 SP-113 A -H 0.53 3891 T 0.16 0.37 Soffit psf 2.0 WB 0.66 2x4 SP-#3 H -S2 0.39 3227 T 0.27 0.12 Provide connection to bearing EX E -F 2x 4 SP-#2 S2-G 0.72 3227 T 0.27 0.45 for 344 Lbs Horiz Reaction PB --- 2x 4 SP-#3 G -S4 0.66 2473 T 0.21 0.45 Design checked for LL on BC S4-E 0.94 2473 T 0.41 0.53 per BOCA (section 1606.2.3) Brace truss.as follows: D -F 0.89 178 C 0.00 0.89 and IBC/IRC-2003. O.C. From To F -C 0.94 3773 T 0.31 0.63 Design checked for 10 psf non- TC Cont. 0- 0- 0 50- 0- 0 ---------- Chord -Webs ---------- concurrent LL on BC. BC Cont. 0- 0- 0 50- 0- 0 D -E 0.88 241 T 0.01 0.87 Prevent truss rotation at all WB 1 rows CLB on J -G E -K 0.15 485 C 0.15 0.00 bearing locations. WB 1 rows CLB on B -E -------------Webs------------- NOTE: USER MODIFIED PLATES WB 1 rows CLB on D -K I -H 0.15 483 C This design may have plates Attach CLB with (2)-10d nails H -J 0.31 735 T selected through a plate at each web. J -G 0.27 841 C 1 Br monitor. G -B 0.66 1232 T Wind Loads - ANSI / ASCE 7-02 Loading Live Dead (psf) B -E 0.53 1656 T 1 Br Truss is designed as a Main TC 20.0 15.0 E -L 0.35 369 C Wind -Force Resistance System. BC 0.0 5.0 E -F 0.83 3744 T Wind Speed: 120 mph Total 20.0 20.0 40.0 L -F 0.07 225 T Mean Roof Height: 18-0 Spacing 24.0" F -M 0.11 388 C Exposure Category: B Lumber Duration Factor 1.25 Occupancy Factor : 1.00 Plate Duration Factor 1.25 LL Defl -0.63" in S4-E L/924 Building Type: Enclosed TC Fb=1.15 Fc=1.10 Ft=1.10 TL Defl -1.01" in S4-E .L/579 Zone location: Exterior BC Fb=1.10 Fc=1.10 Ft=1.10 Shear // Grain in Sl-J 0.33 TC Dead Load 7.0 psf DL Defl -0.48" at S4 L/999 BC Dead Load 3.0 psf Max comp, force 4349 Lbs Plus 6 Wind Load Case(s) Plates for each ply each face. Quality Control Factor 1.00 Plus 1 UBC LL Load Case(s) PLATING CONFORMS TO TPI. Plus 1 BC LL Load Case(s) REPORTS: SBCCI 9761 FABRICATOR NOTES: ROBBINS ENGINEERING, INC. 1. EAST COAST LUMBER 6 SUPPLY Checked for NonConcurrent 200 BASED ON SP LUMBER J.C. WEBER P.E.#17455 Lbs Moving Point Load applied USING GROSS AREA TEST. 5285 ST. LUCIE BLVD. at Panel Points and Mid -panel Plate - LOCK 20 Ga, Gross Area FORT PIERCE FL. 34946 on BC Plate - RHS 20 Ga, Gross Area 2. M CAUTION M READ "SCSI-Bl Jt Type Plt Size X Y JSI SUMMARY SHEET" BEFORE Jt React Uplft Size Req'd A LOCK 3.Ox 6.0 1.4 0.7 0.98 HANDLING , INSTALLING 6 Lbs Lbs In-Sx In-Sx A LOCK 7.0x 6.0 4.3 1.0 0.62 BRACING TRUSSES. A 2376 559 8- 0 2-13 B LOCK 7.6x 6.0 Ctr-1.1 0.86 3. SEE ATTACHED DETAIL SHEET Hz = -340 C LOCK 3.Ox 6.0-1.4 0.7 0.95 FOR: 1-JACK NAILS. C 2297 561 8- 0 2-11 C LOCK 7.Ox 6.0-4.3 1.0 0.58 2-TBRACE. 3-BEARING BLOCK. Hz = 344 S2 LOCK 4.Ox 8.0 Ctr 0.2 0.75 4. DESIGNER: JIB E LOCK 7.0x10.0 Ctr 1.8 0.87 Membr CSI P Lbs Axl-CSI-Bnd F# LOCK 7.Oxl2.0-1.0 1.8 0.75 Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:00 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HIR 1 SP 500000 6 1- 2- 0 1- 2- o CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-3 0 0 0 0 N 0 v 0 O TC ;'i 23-0-0 O 1'� 25-8-0 N O 6x8 6x6 C B T 3x6 2x4 61 K L 3x10 S5 3x12 F, 6x6 11-10-3 2x4 Sl M J N 4x14 S2 2x4 8x8 N 5x6 3x8 P A 8x8 J__ Q 3x8 I1 1- 4- 0 I H S4 Q S D W:800 �,- 3x6 S3 y 4x8 20G-RHS-5x10 G 2x4 R:2826 20G-RHS-3x1O 6x8 U T �m E O II U: 559 V 2x4 2x4 6x8 W:800 R 2x4 F R:2827 2x4 2x4 20G-RHS-6x22 U: 560 2x4 k--- 32- 0- 0 �^ 5- 6- 0 ^' 12- 6- 0 BCJ 42-6-0 1 7-6-0 - 50-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.130" = 1' Robbins Engineering, Inc./Online P1us- J -S1 0.59 4986 C 0.36 0.23 D LOCK 3.Ox 8.0-2.4 1.1 0.96 S1-K 0.70 4868 C 0.36 0.34 D LOCK 8.Ox 8.0-7.3 1.5 0.69 Online Plus -- Version 18.0.014 K -B 0.54 3704 C 0.23 0.31 S4 RHS 5.Ox10.0 Ctr 0.8 0.75 RUN DATE: 01-DEC-05 B -C 0.17 3090 C 0.10 0.07 G LOCK 6.Ox 8.0-0.5 Ctr 0.88 C -L 0.93 4793 C 0.44 0.49 F RHS 6.Ox22.0 0.1 1.2 0.95 CSI -Size- ----Lumber---- L -S5 0.32 4724 C 0.09 0.23 O LOCK 6.Ox 8.0-1.5 Ctr 0.95 TC 0.93 2x 4 SP-SS S5-M 0.28 4812 C 0.10 0.18 EX B -C 2x 4 SP-#2 M -S2 0.93 8078 C 0.60 0.33 BC 0.97 2x 4 SP-SS S2-N 0.93 8162 C 0.60 0.33 REFER TO ROBBINS ENG. GENERAL CW 0.49 2x 4 SP-#3 N -P 0.44 8014 C 0.33 0.11 NOTES AND SYMBOLS SHEET FOR WB 0.89 2x 4 SP-#3 P -D 0.28 5306 C 0.12 0.16 ADDITIONAL SPECIFICATIONS. EX F -0 .�2x 4 SP-#2 --------Bottom Chords--------- PB --- 2x 6 SP-#2 A -I 0.75 4638 T 0.40 0.35 NOTES: EX S4-S4 2x 4 SP-#3 I -S3 0.68 3885 T 0.33 0.35 Trusses Manufactured by: S3-H 0.89 3885 T 0.33 0.56 East Coast Lumber Brace truss as follows: H -S4 0.82 3076 T 0.26 0.56 Analysis Conforms To: O.C. From To S4-G 0.78 3076 T 0.26 0.52 FBC2004 TC Cont. 0- 0- 0 SO- 0- 0 G -F 0.97 5234 T 0.45 0.52 OH Loading BC Cont. 0- 0- 0 50- 0- 0 E -O 0.14 100 C 0.00 0.14 Soffit psf 2.0 WB 1 rows CLB on K -H 0 -D 0.54 4717 T 0.40 0.14 Provide connection to bearing WB 1 rows CLB on H -C ---------- Chord -Webs ---------- for 335 Lbs Horiz Reaction WB 1 rows CLB on C -G E -F 0.49 222 T 0.00 0.49 Design checked for LL on BC WB 1 rows CLB on G -M F -N 0.05 323 C 0.05 0.00 per BOCA (section 1606.2.3) Attach CLB with (2)-10d nails -------------Webs------------- and IBC/IRC-2003. at each web. J -I 0.15 465 C Design checked for 10 psf non - I -K 0.29 930 T concurrent LL on BC. Loading Live Dead (psf) K -H 0.36 973 C 1 Br Prevent truss rotation at all TC 20.0 15.0 H -B 0.54 1303 T bearing locations. BC 10.0 3.0 H -C 0.13 250 C 1 Br Wind Loads - ANSI / ASCE 7-02 Total 30.0 18.0 48.0 C -G 0.71 2218 T 1 Br Truss is designed as a Main Spacing 24.0" G -L 0.42 463 C Wind -Force Resistance System. Lumber Duration Factor 1.25 G -M 0.33 1270 C 1 Br Wind Speed: 120 mph Plate Duration Factor 1.25 M -F 0.89 2803 T Mean Roof Height: 18-0 TC Fb=1.15 Fc=1.10 Ft=1.10 F -P 0.81 2545 T Exposure Category: B BC Fb=1.10 Fc=1.10 Ft=1.10 F -0 0.94 5139 T Occupancy Factor : 1.00 O -P 0.35 2052 C Building Type: Enclosed Zone location: Exterior Plus 6 Wind Load Case(s) LL Defl -0.92" in G -F L/635 TC Dead Load.: 7.0 psf Plus 1 UBC LL Load Case(s)- TL Defl -1.29" in G -F L/454 BC Dead Load : 3.0 psf Plus 1 BC LL Load Case(s) Shear // Grain in S4-G 0.43 Max comp. force 8162 Lbs DL Defl -0.44" at S4 L/999 Quality Control Factor 1.00 Checked for NonConcurrent 200 Lbs Moving Point Load applied Plates for each ply each face. FABRICATOR NOTES: at Panel Points and Mid -panel PLATING CONFORMS TO TPI. 1. EAST COAST LUMBER & SUPPLY on BC REPORTS: SBCCI 9761 J.C. WEBER P.E.#17455 ROBBINS ENGINEERING, INC. 5285 ST. LUCIE BLVD. Jt React Uplft Size Req'd BASED ON SP LUMBER FORT PIERCE FL. 34946 Lbs Lbs in-Sx In-Sx USING GROSS AREA TEST. 2. !!!CAUTION!!! READ "BCSI-B1 A 2826 559 8- 0 3- 5 Plate - LOCK 20 Ga, Gross Area SUMMARY SHEET" BEFORE Hz = -331 Plate - RHS 20 Ga, Gross Area HANDLING , INSTALLING & D 282B 561 8- 0 3- 5 Jt Type Plt Size X Y JSi BRACING TRUSSES. Hz = 336 A LOCK 3.Ox 8.0 2.4 1.1 0.93 3. SEE ATTACHED DETAIL SHEET A LOCK B.Ox 8.0 7.3 1.5 0.66 FOR: 1-JACK NAILS. Membr CSI P Lbs Axl-CSI-Bnd B LOCK 6.Ox 6.0 0.9-3.6 0.77 2-TBRACE. 3-BEARING BLOCK. ----------Top Chords---------- C LOCK 6.Ox 8.0-0.9-3.8 0.82 4. DESIGNER: JIB A -J 0.84 5186 C 0.43 0.41 S2 LOCK 4.Oxl4.0-0.1-0.2 0.92 Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0,014 Engineering - Portrait 12/1/2005 9:13:09 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CAM T j 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 0 HO 4-3 0 0 N O TC1'1 1 21-0-0 1 5-4-0 N 0 23-8-0 6x6 6x8 B C 3x6 /h T 2x4 K L 3x10 6 r- S2 3x12 6x6 12-2-3 2x4 S1 M J 4xl4 1-4-OA ^� S5 2x4 1-4-OF 8x8 w N 5x6 3x8 P A 8x8 _ 3x8 �1 1- 4- 0 Z H �; S4 S D W:800 �\ 3x6 4x8 20G-RHS-5x10 G R:2787 S3 5x82x4 U T U: 559 20G-RHS-3x10 V 2x4 4x12 W:800 R 2x4 2x4 F R:2763 W 2x4 2x4 6x16 U: 560 2x4 32- 0- 0 ^Ikd 5- 6- 0 ,-1" 12- 6- 0 s! BCJ 42-6-0 1 7-6-0 50-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Robbins Engineering, Inc./Online Plus- J -S1 0.77 4908 C 0.46 0.31 D LOCK 3.Ox 8.0-2.4 1.1 0.93 S1-K 0.93 4790 C 0.44 0.49 D LOCK 8.Ox 8.0-7.3 1.5 0.66 Online Plus -- Version 18.0.014 K -B 0.28 3658 C 0.05 0.23 S4 RHS 5.Ox10.0 Ctr 0.8 0.82 RUN DATE: 01-DEC-05 B -C 0.47 3271 C 0.10 0.37 G LOCK 5.Ox 8.0-0.5 Ctr 0.97 C -L 0.47 4622 C 0.14 0.33 F LOCK 6.Ox16.0 0.1 1.2 0.97 CSI -Size- ----Lumber---- L -S2 0.42 4574 C 0.25 0.17 0 LOCK 4.Ox12.0-2.5 Ctr 0.99 TC 0.93 2x 4 SP-SS S2-M 0.31 4662 C 0.17 0.14 EX B -C 2x 4 SP-#2 M -S5 0.86 7833 C 0.57 0.29 EX C -S2 2x 4 SP-#2 S5-N 0.87 7917 C 0.57 0.30 REFER TO ROBBINS ENG. GENERAL BC 0.92 2x 4 SP-SS N -P 0.42 7785 C 0.31 0.11 NOTES AND SYMBOLS SHEET FOR CW 0.49 2x 4 SP-#3 P -D 0.27 5173 C 0.11 0.16 ADDITIONAL SPECIFICATIONS. WB 0.902x 4 SP-#3 --------Bottom Chords --------- EX F -0 2x 4 SP-#2 A -I 0.73 4571 T 0.39 0.34 NOTES: PB --- 2x 6 SP-#2 I -S3 0.66 3799 T 0.32 0.34 Trusses Manufactured by: EX S4-S4 2x 4 SP-#3 S3-H 0.88 3799 T 0.32 0.56 East Coast Lumber H -S4 0.84 3271 T 0.28 0.56 Analysis Conforms To: Brace truss as follows: S4-G 0.76 3271 T 0.28 0.48 FBC2004 O.C. From To G -F 0.92 5090 T 0.44 0.48 OH Loading TC Cont. 0- 0- 0 50- 0- 0 E -0 0.14 100 C 0.00 0.14 Soffit psf 2.0 BC Cont. 0- 0- 0 50- 0- 0 0 -D 0.53 4601 T 0.39 0.14 Provide connection to bearing WB 1 rows CLB on K -H ---------- Chord -Webs ---------- for 308 Lbs Horiz Reaction WB 1 rows CLB on H -C E -F 0.49 222 T 0.00 0.49 Design checked for LL on BC WB 1 rows CLB on G -M F -N 0.05 307 C 0.05 0.00 per BOCA (section 1606.2.3) Attach CLB with (2)-10d nails -------------Webs------------- and IBC/IRC-2003. at each web. J -I 0.16 484 C Design checked for 10 psf non - I -K 0.30 945 T concurrent LL on BC. Loading Live Dead (psf) K -H 0.33 896 C 1 Br Prevent truss rotation at all TC 20.0 15.0 B -H 0.40 1257 T bearing locations. BC 10.0 3.0 H -C 0.10 209 C 1 Br Wind Loads - ANSI / ASCE 7-02 Total 30.0 18.0 48.0 C -G 0.90 1892 T Truss is designed as a Main Spacing 24.0" G -L 0.32 351 C Wind -Force Resistance System. Lumber Duration Factor 1.25 G -M 0.33 1272 C 1 Br Wind Speed: 120 mph Plate Duration Factor 1.25 M -F 0.86 2706 T Mean Roof Height: 18-0 TC Fb=1.15 Fc=1.10 Ft=1.10 F -P 0.78 2453 T Exposure Category: B BC Fb=1.10 Fc=1.10 Ft=1.10 F -0 0.92 4992 T Occupancy Factor : 1.00 O -P 0.34 1990 C Building Type: Enclosed Zone location: Exterior Plus 6 Wind Load Case(s) LL Defl -0.81" in H -S4 L/723 TC Dead Load 7.0 psf Plus 1 UBC LL Load Case(s) TL Defl -1.10" in G -F L/531 BC Dead Load 3.0 psf Plus 1 BC LL Load Case(s) Shear // Grain in S4-G 0.43 Max comp. force 7917 Lbs DL Defl -0.45" at S4 L/999 Quality Control Factor 1.00 Checked for NonConcurrent 200 Lbs Moving Point Load applied Plates for each ply each face. FABRICATOR NOTES: at Panel Points and Mid -panel PLATING CONFORMS TO TPI. 1. EAST COAST LUMBER 6 SUPPLY on BC REPORTS: SBCCI 9761 J.C. WEBER P.E.#17455 ROBBINS ENGINEERING, INC. 5285 ST. LUCIE BLVD. Jt React Uplft Size Req'd BASED ON SP LUMBER FORT PIERCE FL. 34946 Lbs Lbs In-Sx In-Sx USING GROSS AREA TEST. 2. !!!CAUTION!!! READ "SCSI-B1 A 2788 559 8- 0 3- 5 Plate - LOCK 20 Ga, Gross Area SUMMARY SHEET" BEFORE Hz = -304 Plate - RHS 20 Ga, Gross Area HANDLING , INSTALLING 6 D 2764 561 8- 0 3- 4 Jt Type Plt Size X Y JSI BRACING TRUSSES. Hz = 308 A LOCK 3.Ox 8.0 2.4 1.1 0.92 3. SEE ATTACHED DETAIL SHEET A LOCK B.Ox 8.0 7.3 1.5 0.64 FOR: 1-JACK NAILS. Membr CSI P Lbs Axl-CSI-Bnd B LOCK 6.Ox 6.0 0.9-3.6 0.75 2-TBRACE. 3-BEARING BLOCK. ----------Top Chords---------- C LOCK 6.Ox 8.0-0.9-3.3 0.77 4. DESIGNER: JIB A -J 0.75 5107 C 0.39 0.36 S5 LOCK 4.Oxl4.0-0.1-0.2 0.89 Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:08 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HIP 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-3 o 0 c N O TC j'i 19-0-0 9-4-0 0 N O 21-8-0 ��4 j 6x6 2x4 6x8 B Y C 2x4 3x6 _ M K 6f 3x10 j 6x6 2x4 51 r X 9-10-3 J ~ 4x14 p S2 2x4 8x8 W N 5x6 3x8 P A 8x8 3x8 1- 4- 0 I H S3 T - D W:800 T 3x6 S4 4x10 20G- S-5x10 Q ppqq R:2796 U: 559 20G-RHS-3x10 6x8 V W U E 0 2x4 6x8 W:800 R 2x4 2x4 F R:2812 _ S 2x4 2x4 6x16 U: 560 2x4 2x4 32- 0- 0 5- 6- 0 E,4 12- 6- 0 HCi 42-6-0 7-6-0 50-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.131" = V Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.91 2x 4 SP-SS EX S1-B 2x 4 SP-#2 BC 0.99 2x 4 SP-SS CW 0.49 .2x 4 SP-#3 WB 0.88 2x 4 SP-#3 EX F -O 2x 4 SP-#2 PB --- 2x 6 SP-#2 EX S3-S3 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- BC Cont. 0- 0- 0 50- 0- WB 1 rows CLB on K -H WB 1 rows CLB on Y -H WB 1 rows CLB on H -C WB 1 rows CLB on Q -X Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 10.0 3.0 Total 30.0 18.0 48.0 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 2796 559 8- 0 3- 5 Hz = -276 D 2813 561 8- 0 3- 5 Hz = 281 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- RobbinsEngineering, Inc./Online A -J 0.87 5117 C 0.44 0.43 J -S1 0.42 4923 C 0.29 0.13 S1-K 0.91 4821 C 0.39 0.52 K -B 0.38 3710 C 0.09 0.29 B -Y 0.30 3647 C 0.05 0.25 Y -C 0.56 3643 C 0.18 0.38 C -M 0.27 4712 C 0.09 0.18 M -X 0.43 4745 C 0.23 0.20 X -S2 0.91 8017 C 0.60 0.31 S2-N 0.90 8100 C 0.60 0.30 N -P 0.44 7958 C 0.32 0.12 P -D 0.28 5276 C 0.12 0.16 --------Bottom Chords --------- A -I 0.74 4576 T 0.39 0.35 I -S4 0.68 3906 T 0.33 0.35 S4-H 0.83 3906 T 0.33 0.50 H -S3 0.81 3625 T 0.31 0.50 S3-Q 0.85 3625 T 0.31 0.54 Q -F 0.99 5208 T 0.45 0.54 E -0 0.14 100 C 0.00 0.14 O -D 0.54 4692 T 0.40 0.14 ---------- Chord -Webs ---------- E -F 0.49 222 T 0.00 0.49 F -N 0.05 304 C 0.05 0.00 ------------- Webs ------------- J -I 0.15 454 C I -K 0.28 885 T K -H 0.32 870 C 1 Br B -H 0.50 1582 T Y -H 0.17 461 C 1 Br H -C 0.09 179 T 1 Br C -Q 0.57 1797 T Q -M 0.21 237 C Q -X 0.34 1309 C 1 Br X -F 0.88 2765 T F -P 0.80 2519 T F -0 0.94 5108 T O -P 0.35 2040 C LL Defl -0.89" in Q -F L/659 TL Defl -1.25" in Q -F L/467 Shear // Grain in S3-Q 0.43 DL Defl -0.44" at S3 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 8.0 2.4 1.1 0.92 A LOCK S.Ox 8.0 7.3 1.5 0.64 P1us- B LOCK 6.Ox 6.0 0.9-3.6 0.75 C LOCK 6.Ox 8.0-0.9-3.8 0.79 S2 LOCK 4.Ox14.0-0.1-0.2 0.91 D LOCK 3.Ox 8.0-2.4 1.1 0.95 D LOCK 8.Ox 8.0-7.3 1.5 0.69 S3 RHS 5.0x10.0 Ctr 0.8 0.85 F LOCK 6.Oxl6.0 0.1 1.2 1.00 O LOCK 6.Ox 8.0-1.5 Ctr 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 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. 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: 18-0 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 8100 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 S BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering -Portrait 12/1/2005 9:13:07 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T A 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC.2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-3 0 0 0 0 N O TC !'i 17-0-0 13-4-0 19-8-0 N O h 6x6 2x4 6x8 B L C 2x4 i M 6 2x4 p 3x6 3x8 N 10-2-3 2x4 S1 3x10 J S2 1-4-OA 2x4 1-4-OF 7x6 0 3x6 A 7x6 3x6 1- 4- 0 I S3 H S4 D W:800 T1 4x8 4x8 4x8 4x8 7x10 E G R:2345 U: 559 2x4 #7x12 71 W:800 SPL R:2298 U: 560 BC h 32-0-0 7 18-0-0 j 50-0-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.131" = 1' Robbins Engineering, Inc./Online Plus' P -B 0.79 4059 C 0.29 0.50 G# LOCK 7.Oxl2.0-0.8 1.8 0.75 B -L 0.56 3347 C 0.07 0.49 Online Plus -- Version 18.0.014 L -C 0.57 3485 C 0.08 0.49 # = Plate Monitor used RUN DATE: 01-DEC-05 C -M 0.27 3908 C 0.10 0.17 M -N 0.55 3889 C 0.21 0.34 REFER TO ROBBINS ENG. GENERAL CSI -Size- ----Lumber---- N -S2 0.53 3875 C 0.21 0.32 NOTES AND SYMBOLS SHEET FOR TC 0.79 2x 4 SP-#2 S2-0 0.53 3968 C 0.21 0.32 ADDITIONAL SPECIFICATIONS. BC 0.67 2x 4 SP-SS O -D 0.45 4241 C 0.12 0.33 EX E -G 2x 4 SP-#2 --------Bottom Chords--------- NOTES: EX G -D 2x 4 SP-#2 A -I 0.54 3886 T 0.16 0.38 Trusses Manufactured by: CW 0.91 2x 4 SP-#3 I -S3 0.44 3037 T 0.26 0.18 East Coast Lumber WB 0.51 2x 4 SP-#3 S3-H 0.66 3037 T 0.26 0.40 Analysis Conforms To: EX F -G 2x 4 SP-#2 H -S4 0.67 3220 T 0.27 0.40 FBC2004 PB --- 2x 4 SP-#3 S4-F 0.51 3220 T 0.27 0.24 OH Loading E -G 0.70 184 C 0.00 0.70 Soffit psf 2.0 Brace truss as follows: G -D 0.96 3786 T 0.32 0.64 Design checked for LL on BC O.C. From To ---------- Chord -Webs ---------- per BOCA (section 1606.2.3) TC Cont. 0- 0- 0 50- 0- 0 E -F 0.91 232 T 0.01 0.90 and IBC/IRC-2003. BC Cont. 0- 0- 0 50- 0- 0 F -M 0.24 273 C 0.24 0.00 Design checked for 10 psf non- WB 1 rows CLB on H -L -------------Webs------------- concurrent LL on BC. Attach CLB with (2)-10d nails J -I 0.14 304 C Prevent truss rotation at all at each web. I -P 0.18 417 C bearing locations. I -B 0.51 975 T NOTE: USER MODIFIED PLATES Loading Live Dead (psf) B -H 0.21 670 T This design may have plates TC 20.0 15.0 H -L 0.16 510 C 1 Br selected through a plate BC 0.0 5.0 H -C 0.35 359 T monitor. Total 20.0 20.0 40.0 C -F 0.40 1269 T Wind Loads - ANSI / ASCE 7-02 Spacing 24.0" F -N 0.20 252 C Truss is designed as a Main Lumber Duration Factor 1.25 F -G 0.69 3781 T Wind -Force Resistance System. Plate Duration Factor 1.25 N -G 0.19 314 C Wind Speed: 120 mph TC Fb=1.15 Fc=1.10 Ft=1.10 G -O 0.13 366 C Mean Roof Height: 18-0 BC Fb=1.10 Fc=1.10 Ft=1.10 Exposure Category: B LL Defl -0.53" in S3-H L/999 Occupancy Factor : 1.00 TL Defl -0.85" in S4-F L/687 Building Type: Enclosed Plus 6 Wind Load Case(s) Shear // Grain in B -L 0.32 Zone location: Exterior Plus 1 UBC LL Load Case(s) DL Defl -0.49" at S4 L/999 TC Dead Load 7.0 psf Plus 1 BC LL Load Case(s) BC Dead Load 3.0 psf Plates for each ply each face. Max comp. force 4363 Lbs Checked for NonConcurrent 200 PLATING CONFORMS TO TPI. Quality Control Factor 1.00 Lbs Moving Point Load applied REPORTS: SBCCI 9761 at Panel Points and Mid -panel ROBBINS ENGINEERING, INC. FABRICATOR NOTES: on BC BASED ON SP LUMBER 1. EAST COAST LUMBER & SUPPLY USING GROSS AREA TEST. J.C. WEBER P.E.#17455 Jt React Uplft Size Req'd Plate - LOCK 20 Ga, Gross Area 5285 ST. LUCIE BLVD. Lbs Lbs In-Sx In-Sx Plate - RHS 20 Ga, Gross Area FORT PIERCE FL. 34946 A 2346 559 8- 0 2-12 Jt Type Plt Size X Y JSI 2. !!!CAUTION!!! READ 11SCSI-B1 Hz = -249 A LOCK 3.Ox 6.0 1.4 0.7 0.99 SUMMARY SHEET" BEFORE D 2298 561 8- 0 2-11 A LOCK 7.Ox 6.0 4.3 1.0 0.62 HANDLING , INSTALLING & Hz = 253 B LOCK 6.Ox 6.0 0.7-4.1 0.91 BRACING TRUSSES. C LOCK 6.Ox 8.0-0.9-3.8 0.78 3. SEE ATTACHED DETAIL SHEET Membr CSI P Lbs Axl-CSI-Bnd D LOCK 3.Ox 6.0-1.4 0.7 0.96 FOR: 1-JACK NAILS. ----------Top Chords---------- D LOCK 7.Ox 6.0-4.3 1.0 0.59 2-TBRACE. 3-BEARING BLOCK. A -J 0.52 4363 C 0.13 0.39 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.77 4. DESIGNER: JIB J -S1 0.33 4084 C 0.16 0.17 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.75 S1-P 0.45 4009 C 0.10 0.35 F LOCK 7.0x10.0 Ctr 1.8 0.90 Robbins Engineering, Inc./Online PIUS- ® 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:06 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HIN 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 HO 4-3 0 0 N O 0 N TC i 15-0-0 17-4-0 1 17-8-0 0 i~ ! 6x6 3x6 3x8 3x6 6x6 B S S2 L C 7- 6F-- 3x8 5x6 3x6 Sl T J 4x12 9-2-3 S3 2x4 1-4-OA 7x6 N 1-4-OF 3x6 4x6 A P 7x6 3x6 S6 R G p. D W:800 2x4 S4 4x8 4x8 3x6 S5 4x8 7x12 R:2271 20G-RHS-5xlO 20G-RHS-5xlO E O II U: 559 2x4 4x8 W:800 R:2256 ----- - - U: 560 BC1 I 43-4-0 I 6-8-0 50-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Robbins Engineering, Inc./Online P1us- J -S1 0.62 3591 C 0.09 0.53 C LOCK 6.Ox 6.0-0.9-3.6 0.79 S1-B 0.82 3480 C 0.26 0.56 T LOCK 5.Ox 6.0 0.2-0.4 0.95 Online Plus -- Version 18.0.014 B -S 0.40 3135 C 0.06 0.34 S3 LOCK 4.Oxl2.0-0.1-0.2 0.96 RUN DATE: 01-DEC-05 S -S2 0.43 3754 C 0.09 0.34 D LOCK 3.Ox 6.0-1.4 0.7 0.94 S2-L 0.46 3754 C 0.09 0.37 D LOCK 7.Ox 6.0-4.3 1.0 0.57 CSI -Size- ----Lumber---- L -C 0.47 3352 C 0.12 0.35 S4 RHS 5.Ox10.0 Ctr 0.8 0.96 TC 0.93 2x 4 SP-#2 C -T 0.25 3878 C 0.06 0.19 S6 LOCK 4.Ox 8.0 Ctr 0.2 0.80 EX C -S3 2x 4 SP-SS T -S3 0.83 6793 C 0.48 0.35 S5 RHS 5.0x10.0 Ctr 0.8 0.75 EX S3-D 2x 4 SP-SS S3-N 0.82 6882 C 0.48 0.34 F LOCK 7.Oxl2.0 Ctr 1.7 0.90 BC 0.74 2x 4 SP-SS N -P 0.34 6770 C 0.24 0.10 0 LOCK 4.Ox 8.0-1.5 Ctr 0.98 EX A -S4 2x 4 SP-#2 P -D 0.20 4171 C 0.07 0.13 EX E -D 2x 4 SP-#2 --------Bottom Chords --------- CW 0.62 2x 4 SP-#3 A -Q 0.85 3684 T 0.31 0.54 REFER TO ROBBINS ENG. GENERAL WB 0.80 2x 4 SP-#3 Q -S4 0.86 3684 T 0.33 0.53 NOTES AND SYMBOLS SHEET FOR EX F -0 2x 4 SP-#2 S4-I 0.74 3684 T 0.17 0.57 ADDITIONAL SPECIFICATIONS. PB --- 2x 4 SP-#3 I -S6 0.49 3646 T 0.16 0.33 S6-R 0.57 3646 T 0.31 0.26 NOTES: Brace truss as follows: R -S5 0.58 3740 T 0.32 0.26 Trusses Manufactured by: O.C. From To S5-G 0.49 3740 T 0.32 0.17 East Coast Lumber TC Cont. 0- 0- 0 50- 0- 0 G -F 0.58 4207 T 0.19 0.39 Analysis Conforms To: BC Cont. 0- 0- 0 50- 0- 0 E -0 0.27 126 T 0.00 0.27 FBC2004 WB 1 rows CLB on J -I 0 -D 0.82 3700 T 0.62 0.20 OH Loading WB 1 rows CLB on I -S ---------- Chord -Webs ---------- Soffit psf 2.0 WB 1 rows CLB on L -G E -F 0.62 229 T 0.01 0.61 Design checked for LL on BC Attach CLB with (2)-10d nails F -N 0.05 327 C 0.05 0.00 per BOCA (section 1606.2.3) at each web. -------------Webs------------- and IBC/IRC-2003. Q -J 0.08 263 T Design checked for 10 psf non - Loading Live Dead (psf) J -I 0.18 620 C 1 Br concurrent LL on BC. TC 20.0 15.0 I -B 0.36 1127 T Prevent truss rotation at all BC 0.0 5.0 I -S 0.30 852 C 1 Br bearing locations. Total 20.0 20.0 40.0 S -R 0.09 291 T Wind Loads - ANSI / ASCE 7-02 Spacing 24.0" R -L 0.09 102 C Truss is designed as a Main Lumber Duration Factor 1.25 L -G 0.23 609 C 1 Br Wind -Force Resistance System. Plate Duration Factor 1.25 C -G 0.43 1364 T Wind Speed: 120 mph TC Fb=1.15 Fc=1.10 Ft=1.10 G -T 0.72 1022 C Mean Roof Height: 18-0 BC Fb=1.10 Fc=1.10 Ft=1.10 T -F 0.80 2506 T Exposure Category: B F -P 0.76 2389 T Occupancy Factor : 1.00 F -0 0.71 3897 T Building Type: Enclosed Plus, 6 Wind Load Case(s) 0 -P 0.26 1628 C Zone location: Exterior Plus 1 UBC LL Load Case(s) TC Dead Load 7.0 psf Plus 1 BC LL Load Case(s) LL Defl -0.50" in R -S5 L/999 BC Dead Load 3.0 psf TL Defl -0.89" in G -F L/658 Max comp. force 6882 Lbs Checked for NonConcurrent 200 Shear // Grain in S4-I 0.44 Quality Control Factor 1.00 Lbs Moving Point Load applied DL Defl -0.54" at S6 L/999 at Panel Points and Mid -panel FABRICATOR NOTES: on BC Plates for each ply each face. 1. EAST COAST LUMBER S SUPPLY PLATING CONFORMS TO TPI. J.C. WEBER P.E.#17455 Jt React Uplft Size Req'd REPORTS: SBCCI 9761 5285 ST. LUCIE BLVD. Lbs Lbs In-Sx In-Sx ROBBINS ENGINEERING, INC. FORT PIERCE FL. 34946 A 2272 559 8- 0 2-11 BASED ON SP LUMBER 2. !!!CAUTION!!! READ "SCSI-B1 Hz = -221 USING GROSS AREA TEST. SUMMARY SHEET" BEFORE D 2256 561 8- 0 2-11 Plate - LOCK 20 Ga, Gross Area HANDLING , INSTALLING 6 Hz = 225 Plate - RES 20 Ga, Gross Area BRACING TRUSSES. Jt Type Plt Size X Y JSI 3. SEE ATTACHED DETAIL SHEET Membr CSI P Lbs Axl-CSI-Bnd A LOCK 3.Ox 6.0 1.4 0.7 0.93 FOR: 1-JACK NAILS. ----------Top Chords---------- A LOCK 7.Ox 6.0 4.3 1.0 0.55 2-TBRACE. 3-BEARING BLOCK. A -J 0.93 4117 C 0.33 0.60 B LOCK 6.Ox 6.0 0.9-3.6 0.75 4. DESIGNER: JIB Robbins Engineering, Inc./Online Plus- 01996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:05 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HIM 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CAR,.C2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 HO 4-3 0 0 O N O N _TC !H 13-0-0 21-4-0 15-8-0 O 6x6 3x6 3x12 2x4 6x8 3x8 B P S1 Q C 34 3x8 8-2-3 6 _x04 V 2x4 3x12 1-4-OA 3x6 S2 1-4-OJ 7x6 S 2-4-01 2-4-OH 3x6 3x8 1-4-OG A U 7x6 1-4-OF 1- 0- 0 g 3x6 N S3 L I ,T 3x6 1- 4- O G g D W:800 3x6 20G-RHS-5x10 7x8 7x10 T 2x4 7x16 .E R:2208 IL Tpa I U: 559 2x4 H 2x4 4x8 W:800 7x16 R:2139 U: 560 BC-------- --29-0_7 50-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Robbins Engineering, Inc./Online P1us- S1-Q 0.64 4512 C 0.28 0.36 B LOCK 6.Ox 6.0 0.7-4.1 0.87 Q -C 0.35 4527 C 0.08 0.27 C LOCK 6.Ox 8.0-1.1-3.8 0.77 Online Plus -- Version 18.0.014 C -V 0.52 4426 C 0.12 0.40 V LOCK 3.Ox 8.0 0.2-0.4 0.83 RUN DATE: 01-DEC-05 V -R 0.55 7100 C 0.38 0.17 D LOCK 3.Ox 6.0-1.4 0.7 0.89 R -S 0.58 7073 C 0.39 0.19 D LOCK 7.Ox 6.0-4.3 1.0 0.50 CSI -Size- ----Lumber---- S -S2 0.48 6307 C 0.31 0.17 S3 RHS 5.Ox10.0 Ctr 0.8 0.96 TC 0.70 2x 4 SP-#2 S2-U 0.49 6352 C 0.31 0.18 L LOCK 7.Ox 8.0 1.0 Ctr 0.96 EX B -Sl 2x 4 SP-SS U -D 0.33 3930 C 0.10 0.23 I LOCK 7.0x10.0 Ctr 1.8 0.87 EX Si-C 2x 4 SP-SS --------Bottom Chords--------- H LOCK 7.Oxl6.0 Ctr 1.8 0.97 BC 0.99 2x 4 SP42 A -N 0.99 3608 T 0.31 0.68 F LOCK 7.Oxl6.0 Ctr 1.8 0.87 EX S3-J 2x 4 SP-SS N -S3 0.96 3096 T 0.28 0.68 T LOCK 4.Ox 8.0-1.5 Ctr 0.94 EX I -H 2x 4 SP-SS S3-L 0.85 3096 T 0.14 0.71 CW 0.79 2x 4 SP-#3 L -J 0.42 216 T 0.01 0.41 WB 0.77 2x 4 SP-#3 I -K 0.47 3963 T 0.34 0.13 REFER TO ROBBINS ENG. GENERAL EX L -I 2x 4 SP-#2 K -H 0.54 4970 T 0.43 0.11 NOTES AND SYMBOLS SHEET FOR EX H -F 2x 4 SP-SS G -F 0.25 204 T 0.01 0.24 ADDITIONAL SPECIFICATIONS. EX F -T 2x 4 SP-#2 E -T 0.28 139 T 0.01 0.27 PH --- 2x 4 SP-#3 T -D 0.78 3490 T 0.58 0.20 NOTES: ---------- Chord -Webs ---------- Trusses Manufactured by: Brace truss as follows: J -I 0.79 235 T 0.00 0.79 East Coast Lumber O.C. From To I -Q 0.25 509 C 0.25 0.00 Analysis Conforms To: TC Cont. 0- 0- 0 50- 0- 0 G -H 0.76 234 T 0.01 0.75 FBC2004 BC Cont. 0- 0- 0 50- 0- 0 H -R 0.03 173 C 0.03 0.00 OH Loading E -F 0.69 230 T 0.01 0.68 Soffit psf 2.0 Loading Live Dead (psf) F -S 0.13 769 C 0.13 0.00 Design checked for LL on BC TC 20.0 15.0 -------------Webs------------- per BOCA (section 1606.2.3) BC 0.0 5.0 O -N 0.15 413 C and IBC/IRC-2003. Total 20.0 20.0 40.0 N -B 0.17 558 T Design checked for 10 psf non - Spacing 24.0" B -L 0.32 1021 T concurrent LL on BC. Lumber Duration Factor 1.25 L -P 0.61 948 C Prevent truss rotation at all Plate Duration Factor 1.25 L -I 0.77 3807 T bearing locations. TC Fb=1.15 Fc=1.10 Ft=1.10 P -I 0.20 623 T Wind Loads - ANSI / ASCE 7-02 BC Fb=1.10 Fc=1.10 Ft=1.10 I -C 0.25 810 T Truss is designed as a Main K -C 0.34 1075 T Wind -Force Resistance System. K -V 0.58 1366 C Wind Speed: 120 mph Plus 6 Wind Load Case(s) V -H 0.77 2401 T Mean Roof Height: 18-0 Plus 1 UBC LL Load Case(s) H -S 0.20 646 T Exposure Category: B Plus 1 BC LL Load Case(s) H -F 0.55 5834 T Occupancy Factor : 1.00 F -U 0.70 2208 T Building Type: Enclosed Checked for NonConcurrent 200 F -T 0.68 3684 T Zone location: Exterior Lbs Moving Point Load applied T -U 0.26 1601 C TC Dead Load 7.0 psf at Panel Points and Mid -panel BC Dead Load 3.0 psf on BC LL Defl -0.58" in N -S3 L/999 Max comp, force 7100 Lbs TL Defl -1.05" in I -K L/557 Quality Control Factor 1.00 Jt React Uplft Size Req'd Shear // Grain in S3-L 0.45 Lbs Lbs In-Sx In-Sx DL Defl -0.74" at J L/791 FABRICATOR NOTES: A 2208 559 8- 0 2-10 1. EAST COAST LUMBER b SUPPLY Hz = -193 Plates for each ply.each face. J.C. WEBER P.E.#17455 D 2139 561 8- 0 2- 8 PLATING CONFORMS TO TPI. 5285 ST. LUCIE BLVD. Hz = 198 REPORTS: SBCCI 9761 FORT PIERCE FL. 34946 ROBBINS ENGINEERING, INC. 2. M CAUTION M READ 11SCSI-B1 Membr CSI P Lbs Axl-CSI-Bnd BASED ON SP LUMBER SUMMARY SHEET" BEFORE ----------Top Chords---------- USING GROSS AREA TEST. HANDLING , INSTALLING 6 A -0 0.52 4039 C 0.21 0.31 Plate - LOCK 20 Ga, Gross Area BRACING TRUSSES. O -S4 0.47 3810 C 0.10 0.37 Plate - RHS 20 Ga, Gross Area 3. SEE ATTACHED DETAIL SHEET S4-B 0.70 3717 C 0.23 0.47 Jt Type Plt Size X Y JSI FOR: 1-JACK NAILS. B -P 0.51 3849 C 0.20 0.31 A LOCK 3.Ox 6.0 1.4 0.7 0.91 2-TBRACE. 3-BEARING BLOCK. P -S1 0.64 4512 C 0.28 0.36 A LOCK 7.Ox 6.0 4.3 1.0 0.53 Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:04 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CAMT HIL 1 SP 500000 6 1- 2- 0 1- 2- 0 I CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 HO 4-3 0 0 0 N O N TC I'1 11-0-0 i 25-4-0 13-8-0 0 j 6x6 2x4 4x8 3x8 2x4 6x8 B Z P S1 Q C �- 6 2x4 7-2-3 N 6 3x8 1-4-OA S2 1-4-OJ 2-4-01 4x6 N4- 3x6 2-4-OH A M 4_ TV 1-4-OG 1-4-OF 1- 0- 0 4x6 M S3 Y S4 L I :'� 23x6 F t 3x8 4x8 3x83x6 7x10 Tx4 7x12 `7 1S E U W:800 W:800 2x4 H 7x10 2x4 3x6 R: 187 R:3123 7 U: 217 U: 799 W:800 R:1199 U: 322 Jac 14-11-5 14-1-2 11-5-9 12-10-0 6-8-0 50-0-0 ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Robbins Engineering, Inc./Online Plus- Q -C 0.69 1256 C 0.01 0.68 Jt Type Plt Size X Y JSI C -R 0.69 2981 C 0.05 0.64 A LOCK 4.Ox 6.0 Ctr 0.1 0.81 Online Plus -- Version 18.0.014 R -S 0.26 3038 C 0.07 0.19 B LOCK 6.Ox 6.0 0.7-4.1 0.87 RUN DATE: 01-DEC-05 S -S2 0.14 2980 C 0.06 0.08 C LOCK 6.Ox 8.0-1.1-3.8 0.77 S2-V 0.16 3026 C 0,07 0.09 D LOCK 4.Ox 6.0 Ctr 0.1 0.81 CSI -Size- ----Lumber---- V -D 0.14 1999 C 0.02 0.12 I LOCK 7.0x10.0 Ctr 1.8 0.74 TC 0.83 2x 4 SP-#2 --------Bottom Chords--------- H LOCK 7.0x10.0 Ctr 1.8 0.89 BC 0.62 2x 4 SP-#2 A -M 0.58 664 C 0.00 0.58 F LOCK 7.Oxl2.0 Ctr 1.8 0.98 CW 0.55 2x 4 SP-#3 M -S3 0.34 1136 C 0.00 0.34 U LOCK 3.Ox 6.0-0.5 Ctr 0.97 WB 0.89 2x 4 SP-#3 S3-Y 0.46 1136 C 0.00 0.46 Y -S4 0.46 170 T 0.00 0.46 Brace truss as follows: S4-L 0.34 170 T 0.00 0.34 REFER TO ROBBINS ENG. GENERAL O.C. From To L -J 0.58 147 C 0.00 0.58 NOTES AND SYMBOLS SHEET FOR TC Cont. 0- 0- 0 50- 0- 0 I -K 0.62 1664 T 0.17 0.45 ADDITIONAL SPECIFICATIONS. BC Cont. 0- 0- 0 50- 0- 0 K -H 0.51 1664 T 0.27 0.24 WB 1 rows CLB on Y -P G -F 0.23 148 T 0.01 0.22 NOTES: WB 1 rows CLB on I -C E -U 0.24 72 T 0.00 0.24 Trusses Manufactured by: Attach CLB with (2)-10d nails U -D 0.37 1778 T 0.17 0.20 East Coast Lumber at each web. ---------- Chord -Webs ---------- Analysis Conforms To: J -I 0.54 227 T 0.00 0.54 FBC2004 Loading Live Dead (psf) I -Q 0.20 567 C 0.20 0.00 OH Loading TC 20.0 15.0 G -H 0.55 225 T 0.01 0.54 Soffit psf 2.0 BC 0.0 5.0 H -R 0.02 101 C 0.02 0.00 Design checked for LL on BC Total 20.0 20.0 40.0 E -F 0.35 221 T 0.00 0.35 per BOCA (section 1606.2.3) Spacing 24.0" F -S 0.04 261 C 0.04 0.00 and IBC/IRC-2003. Lumber Duration Factor 1.25 -------------Webs------------- Design checked for 10 psf non - Plate Duration Factor 1.25 N -M 0.09 388 C concurrent LL on BC. TC Fb=1.15 Fc=1.10 Ft=1.10 M -B 0.15 475 T Prevent truss rotation at all BC Fb=1.10 Fc=1.10 Ft=1.10 B -Y 0.89 1336 C bearing locations. Y -Z 0.22 486 C Wind Loads - ANSI / ASCE 7-02 Y -P 0.78 2397 C 1 Br Truss is designed as a Main Plus 6 Wind Load Case(s) L -P 0.08 263 T Wind -Force Resistance System. Plus 1 UBC LL Load Case(s) L -I 0.07 191 T Wind Speed: 120 mph Plus 1 BC LL Load Case(s) P -I 0.50 1560 T Mean Roof Height: 18-0 I -C 0.14 474 C 1 Br Exposure Category: B Checked for NonConcurrent 200 K -C 0.09 286 T Occupancy Factor : 1.00 Lbs Moving Point Load applied C -H 0.46 1460 T Building Type: Enclosed at Panel Points and Mid -panel H -S 0.03 177 C Zone location: Exterior on BC H -F 0.87 2712 T TC Dead Load 7.0 psf F -V 0.29 922 T BC Dead Load 3.0 psf Jt React Uplft Size Req'd F -U 0.60 1875 T Max comp. force 3038 Lbs Lbs Lbs In-Sx In-Sx U -V 0.13 787 C Quality Control Factor 1.00 A 187 218 8- 0 1- 0 Hz = -166 LL Defl -0.22" in K -H L/999 FABRICATOR NOTES: Y 3124 800 8- 0 3- 8 TL Defl -0.44" in K -H L/936 1. EAST COAST LUMBER 6 SUPPLY D 1200 323 8-.0 1- 7 Shear // Grain in Q -C 0.40 J.C. WEBER P.E.#1:7455 Hz = 170 DL Defl -0.32" at G L/520 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 Membr CSI P Lbs Axl-CSI-Bnd Plates for each ply each face. 2. !!!CAUTION!!! READ 11BCSI-B1 ----------Top Chords---------- PLATING CONFORMS TO TPI. SUMMARY SHEET" BEFORE A -N 0.53 765 T 0.14 0.39 REPORTS: SBCCI 9761 HANDLING , INSTALLING 6 N -B 0.54 1005 T 0.15 0.39 ROBBINS ENGINEERING, INC. BRACING TRUSSES. B -Z 0.83 1933 T 0.32 0.51 BASED ON SP LUMBER 3. SEE ATTACHED DETAIL SHEET Z -P 0.83 1933 T 0.32 0.51 USING GROSS AREA TEST. FOR: 1-JACK NAILS. P -S1 0.48 1251 C 0.01 0.47 Plate - LOCK 20 Ga, Gross Area 2-TBRACE. 3-BEARING BLOCK. S1-Q 0.69 1251 C 0.01 0.68 Plate - RHS 20 Ga, Gross Area Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:03 AM Page 1 Job Marx Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T H1K 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-3 0 0 0 N O 0 TC '� _ 9-0-0 1 29-4-0 1 11-8-0 0 6x8 2x4 3x8 4x8 2x4 3x8 3x6 6x6 T 6 H EE S1 FF Q S3 R C 2x4 6-2-3 2x4 S 3x6 3x8 N T S4 -� 4x6 3x6 A BB 1- 0- 0 Z Qj 4x6 1- 4- 0 M S2 CC DD I T 3x6 1- 4- 0 G p D 3x6 3x8 4{xx8 3x6 7x10 T (ll 2x4 7x10 llqq II 1 7 J H 2x4 3x6 W:400 W:800 W:B00 2x4 7x10 CM R: 569 R: 839 R:1852 1 I U: 149 U: 260 U: 452 W:800 R: 930 U: 257 BCI� 16-6-8 10-3-8 T- 13-8-0 2-10-0 6-B-0 i 50-0-0 ALL PLATES ARE LOCK20 Scale: 0.132" = V Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber- TC 0.84 2x 4 SP-#2 BC 0.69 2x 4 SP-#2 CW 0.46 2x 4 SP-#3 WB 0.61 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- BC Cont. 0- 0- 0 50- 0- WB 1 rows CLB on B -CC WB 1 rows CLB on I -R 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 A 570 149 4- 0 1- 0 Hz = -138 CC 840 261 8- 0 1- 0 DD 1852 452 8- 0 2- 1 D 930 258 8- 0 1- 2 Hz = 142 Membr CSI P Lbs Axl-CSI-Bnd ---- -----Top Chords ---------- * -N 0.34 612 C 0.00 0.34 N -B 0.26 321 C 0.00 0.26 B -EE 0.84 595 T 0.09 0.75 EE-S1 0.84 595 T 0.09 0.75 S1-FF 0.48 595 T 0.09 0.39 FF-Q 0.49 637 T 0.10 0.39 Robbins Engineering, Inc./Online Plus- Q -S3 0.31 635 T 0.10 0.21 S3-R 0.57 635 T 0.10 0.47 R -C 0.47 735 C 0.00 0.47 C -S 0.35 1899 C 0.02 0.33 S -T 0.16 1936 C 0.02 0.14 T -S4 0.10 2025 C 0.03 0.07 S4-BB 0.10 2071 C 0.07 0.03 BB-D 0.10 1446 C 0.01 0.09 --------Bottom Chords --------- * -M 0.69 557 T 0.07 0.62 M -S2 0.40 284 T 0.04 0.36 S2-CC 0.53 284 T 0.03 0.50 CC-DD 0.52 1140 C 0.00 0.52 DD-J 0.39 126 C 0.00 0.39 I -Z 0.44 735 T 0.08 0.36 Z -H 0.65 1188 T 0.13 0.52 G -F 0.21 116 C 0.00 0.21 E -AA 0.24 50 T 0.00 0.24 AA-D 0.34 1288 T 0.13 0.21 ---------- Chord -Webs ----------. J -I 0.46 195 T 0.00 0.46 I -Q 0.06 242 C 0.06 0.00 G -H 0.43 222 T 0.00 0.43 H -S 0.01 58 T 0.01 0.00 E -F 0.24 218 T 0.07 0.17 F -T 0.02 144 C 0.02 0.00 ------------- Webs ------------- N -M 0.13 341 C M -B 0.11 347 T B -CC 0.30 984 C 1 Br CC-EE 0.19 592 C CC-FF 0.20 638 T DD-FF 0.44 1364 C DD-I 0.22 1192 C FF-I 0.26 834 T I -R 0.36 1596 C 1 Br Z -R 0.11 410 T Z -C 0.34 525 C C -H 0.30 964 T H -T 0.04 229 C H -F 0.61 1911 T F -BB 0.17 547 T F -AA 0.43 1361 T AA -BB 0.09 555 C LL Defl 0.14" in A -M L/999 TL Defl -0.22" in Z -H L/999 Shear // Grain in B -EE 0.39 DL Defl -0.15" at G 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 4.Ox 6.0 Ctr 0.1 0.81 B LOCK 6.Ox 8.0 1.1-3.8 0.77 C LOCK 6.Ox 6.0-0.7-4.1 0.87 D LOCK 4.Ox 6.0 Ctr 0.1 0.81 I LOCK 7.0x10.0 Ctr 1.8 0.76 H LOCK 7.Ox10.0 Ctr 1.8 0.75 F LOCK 7.0x10.0 Ctr 1.8 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) and IBC/IRC-2003. 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: 18-0 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 2071 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. Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering . Portrait 1211/2005 9:13:02 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T H1J 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-3 0 0 O O N N O O TC'� 7-0-0 i 33-4-0 1 9-8-0 2x4 A4 6x6 4x8 3x8 3x8 3x6 2x4 3x8 4x10 2x4 6x8 6 2x4 B A2 S1 A3 O P S2 ZZ PP C 3x6 55,-2-3 4x8 Y R 3 x6 2--� A Z _Q 0_ 0 Yy/ KK H �44x6AlS3 2- 4- 0 AO S I x41- 4- &10 G2x4 2x4 4x8 4x6 4x10 7x10 T VV E X1 7x12 2.4 3x8 W:400 M W:800 #3x6 R:1115 4x8 R:5119 F U: 306 U:1366 #20G-RHS-lOx20 W-800 R:1271 WW U: 342 #3x6 N 1 4 O f� O BCI-T 26-10-0 14-6-0 10 6-8-0 0 0 O N 50-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.105" = 1 Robbins Engineering, Inc./Online Plus- Lbs Lbs In-Sx In-Sx KK-PP 0.11 641 C A 1115 307 4- 0 1- 5 KK-C 0.09 347 C Online Plus -- Version 18.0.014 Hz = -81 C -VV 0.57 1789 T RUN DATE: 01-DEC-05 S 5119 1367 8- 0 5-12 VV-R 0.08 250 T D 1271 342 8- 0 1- 8 VV-F 0.71 3844 T CSI -Size- ----Lumber---- Hz = 59 F -Z 0.48 1516 T TC 0.91 2x 4 SP-#2 F -X 0.71 2236 T EX S1-S2 2x 4 SP-SS Membr CSI P Lbs Axl-CSI-Bnd X -Z 0.17 1025 C EX S2-C 2x 4 SP-SS ----------Top Chords ---------- BC 0.42 2x 6 SP-#2 A -Y 0.14 2129 C 0.04 0.10 LL Defl -0.20" in KK-VV L/999 EX I -VV 2x 4 SP-#2 Y -B 0.28 2060 C 0.03 0.25 TL Defl -0.40" in KK-VV L/751 EX E -D 2x 4 SP-#2 B -A2 0.86 1862 C 0.02 0.84 Shear // Grain in B -A2 0.57 CW 0.60 2x 4 SP-#3 A2-S1 0.91 407 T 0.07 0.84 DL Defl -0.29" at WW L/965 WB 0.82 2x 4 SP-#3 S1-A3 0.43 407 T 0.03 0.40 EX VV-F 2x 4 SP-#2 A3-0 0.74 3659 T 0.34 0.40 Plates for each ply each face. O -P 0.57 2545 T 0.24 0.33 PLATING CONFORMS TO TPI. Brace truss as follows: P -S2 0.49 2546 T 0.24 0.25 REPORTS: SBCCI 9761 O.C. From To S2-ZZ 0.59 2546 T 0,.24 0.35 ROBBINS ENGINEERING, INC. TC Cont. 0- 0- 0 50- 0- 0 ZZ-PP 0.39 2858 C 0.04 0.35 BASED ON SP LUMBER BC Cont. 0- 0- 0 50- 0- 0 PP-C 0.28 2858 C 0.04 0.24 USING GROSS AREA TEST, WB 1 rows CLB on A2-AO C -A4 0.45 4239 C 0.14 0.31 Plate - LOCK 20 Ga, Gross Area WB 1 rows CLB on A3-S A4-R 0.39 4327 C 0.16 0.23 Plate - RHS 20 Ga, Gross Area WB 1 rows CLB on I -ZZ R -Z 0.27 4034 C 0.15 0.12 Jt Type Plt Size X Y JSI Attach CLB with (2)-10d nails Z -D 0.20 2378 C 0.04 0.16 A LOCK 4.Ox 8.0 Ctr-0.1 0.76 at each web. --------Bottom Chords--------- B LOCK 6.Ox 6.0 0.9-3.6 0.75 A -M 0.42 1896 T 0.15 0.27 A3 LOCK 3.Ox 8.0 0.5 Ctr 0.86 Loading Live Dead (psf) M -Al 0.37 1501 T 0.13 0.24 0 LOCK 3.Ox 6.0 0.5 Ctr 0.93 TC 20.0 15.0 Al-S3 0.25 1501 T 0.13 0.12 C LOCK 6.Ox 8.0-0.9-3.8 0.75 BC 0.0 5.0 S3-AO 0.36 1501 T 0.13 0.23 D LOCK 4.Ox 6.0 Ctr 0.1 0.81 Total 20.0 20.0 40.0 AO-S 0.28 407 C 0.00 0.28 I LOCK 7.Ox10.0 Ctr 1.8 0.82 Spacing 12.0" S -J 0.28 178 C 0.00 0.28 VV LOCK 7.Ox12.0 Ctr 1.8 0.87 Lumber Duration Factor 1.25 I -YY 0.56 987 T 0.11 0.45 F# RHS 10.0x20.0-0.4 2.3 0.73 Plate. Duration Factor 1.25 YY-KK 0.51 987 T 0.12 0.39 X LOCK 3.Ox 8.0-0.5 Ctr 0.91 TC Fb=1.00 Fc=1.00 Ft=1.00 KK-VV 0.72 3091 T 0.57 0.15 BC Fb=1.00 Fc=1.00 Ft=1.00 WW-F 0.28 137 T 0.01 0.27 # = Plate Monitor used E -X 0.28 99 T 0.01 0.27 Load Case # 1 Standard Loading X -D 0.52 2111 T 0.38 0.14 REFER TO ROBBINS ENG. GENERAL Lumber Duration Factor 1.25 ---------- Chord -Webs ---------- NOTES AND SYMBOLS SHEET FOR Plate Duration Factor 1.25 J -I 0.60 163 T 0.00 0.60 ADDITIONAL SPECIFICATIONS. plf - Live Dead From To I -P 0.09 502 C 0.09 0.00 TC V 20 15 0.0' 50.0' WW-VV 0.52 319 T 0.06 0.46 NOTES: BC V 0 5 0.0' 50.0' VV-A4 0.04 155 T 0.04 0.00 Trusses Manufactured by: TC V 60 45 8.0' 42.0' E -F 0.51 218 T 0.00 0.51 East Coast Lumber BC V 0 15 8.0' 42.0' F -R 0.06 382 C 0.06 0.00 Analysis Conforms To: TC V 150 150 7.0' CL-LB -------------Webs------------- FBC2004 BC V 200 200 7.0' CL-LB Y -M 0.01 51 C OH Loading BC V 315 315 43.0' CL-LB M -B 0.08 279 T Soffit psf 2.0 M -A2 0.14 527 T Design checked for LL on BC Al-A2 0.10 318 T per BOCA (section 1606.2.3) Plus 6 Wind Load Case(s) A2-AO 0.48 2248 C 1 Br and IBC/IRC-2003. Plus 1 UBC LL Load Case(s) AO-A3 0.39 1234 T Design checked for 10 psf non- A3-S 0.82 3829 C 1 Br concurrent LL on BC. Checked for NonConcurrent 200 S -0 0.36 1653 C Prevent truss rotation at all Lbs Moving Point Load applied S -I 0.70 3714 C bearing locations. at Panel Points and Mid -panel O -I 0.49 1537 T NOTE: USER MODIFIED PLATES on BC I -ZZ 0.76 3948 C 1 Br This design may have plates YY-ZZ 0.09 283 T selected through a plate Jt React Uplft Size Req'd ZZ-KK 0.67 2089 T monitor. Robbins Engineering, Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:01 AM Page 1 of 2 Job CAMT Mark HIJ Quan Type Span P1-H1 Left OH Right OH 1 SP 500000 6 1- 2- 0 1- 2- 0 Engineering cant CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 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 4327 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 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-SEARING BLOCK. Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:01 AM Page 2 of 2 Job CAMT Mark M6D Quan 1 Type MONO Span P1-H1 70308 6 Left OH Right OH 1- 2- 0 0 Engineering CAR,C2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 3-11-15 TCI 1-2-0 I 7-3-8 I #6x8 i B 61 2x4 E 3-11-15 I D 2x4 #3x8 A a O HGR R: 351 U: 130 C 2x4 W:800 R: 367 U: 51 BC 6-10-0 5-B 7-3-8 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.457" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.27 2x 4 SP-#2 BC 0.51 2x 4 SP-#2 WB 0.09 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 3- 8 BC Cont. 0- 0- 0 7- 3- 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) 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 367 51 8- 0 1- 0 Hz = 150 D 351 130 3- 8 1- 0 Hz = 94 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -E 0.27 283 C 0.00 0.27 Robbins Engineering, Inc./Online P1us- E -B 0.15 48 C 0.00 0.15 B -B 0.02 9 C 0.00 0.02 --------Bottom Chords --------- A -C 0.51 267 T 0.03 0.48 ------------- Webs ------------- E -C 0.07 301 C C -D 0.09 293 T WindLd D -B 0.03 137 C WindLd LL Defl -0.05" in A -C L/999 TL Defl -0.08" in A -C L/918 Shear // Grain in A -C 0.29 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 B# LOCK 6.Ox 8.0-0.2 0.5 0.31 # = Plate Monitor used 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) and IBC/iRC-2003. Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and end vertical is 1/2". 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: 18-0 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 301 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: JIB Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:30 AM Page 1 Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering CARCZT H6C 1 MONO 70308 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) 3-8-3 I HO 4-3 11 1-9-1 HO 3-11-15 46e W B /J HGR R: 351 U: 130 I W:800 R: 367 U: 51 0 14 BC 6-10-0 ro U -- 7-3-8 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.27 2x 4 SP42 BC 0.51 2x 4 SP-#2 WB 0.09 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 3- 8 BC Cont. 0- 0- 0 7- 3- 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) 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 367 51 8- 0 1- 0 Hz = 150 D 351 130 3- 8 1- 0 Hz = 94 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -E 0.27 283 C 0.00 0.27 Robbins Engineering, Inc./Online Plus- E -B 0.15 48 C 0.00 0.15 B -B 0.02 9 C 0.00 0.02 --------Bottom Chords --------- A -C 0.51 267 T 0.03 0.48 ------------- Webs ------------- E -C 0.07 301 C C -D 0.09 293 T WindLd D -B 0.03 137 C WindLd LL Defl -0.05" in A -C L/999 TL Defl -0.08" in A -C L/918 Shear // Grain in A -C 0.29 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 B# LOCK 6.Ox 8.0 1.4-0.5 0.42 # = Plate Monitor used 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) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg Scale: 0.348" = 1' and end vertical is 1/2". 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: 18-0 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 301 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. SIMPSON HANGER @ JT.D. Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:29 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARUT H6B 1 HHIP 70308 6 1- 2- 0 0 CAR052T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 2-8-3 TCI 1-2-0 4-8-0 2-7-8 4x4 6x6 B C I 61 I 2-8-3 F 3x6 r� t 2xx4 a c HGR 351 U: 105 D 2x4 W:800 R: 367 U: 76 BC, 6-10-0 5-8 �- 7-3-8- ALL PLATES ARE LOCK20 Scale: 0.593" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.30 2x 4 SP-#2 BC 0.54 2x 4 SP-#2 WS 0.10 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 3- 8 BC Cont. 0- 0- 0 7- 3- 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 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 = 61 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.30 167 C 0.00 0.30 B -C 0.08 32 T 0.00 0.08 C -C 0.02 0 T 0.00 0.02 --------Bottom Chords --------- A -D 0.54 154 T 0.01 0.53 ------------- Webs ------------- B -D 0.04 236 C D -F 0.10 314 T WindLd F -C 0.01 89 C WindLd LL Defl -0.06" in A -D L/999 TL Defl -0.10" in A -D L/741 Shear // Grain in A -D 0.30 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 Gat, Gross Area Jt Type Plt Size X Y JSI C LOCK 6.Ox 6.0 Ctr 0.5 0.36 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 367 76 8- 0 1- 0 Trusses Manufactured by: Hz = 96 East Coast Lumber F 351 105 3- 8 1- 0 Analysis Conforms To: Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:28 AM Page 1 FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and end vertical is 1/2". Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 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 236 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. SIMPSON HANGER @ JT.F. Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T GE" 1 HHIP 61100 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 1-8-3 TC! 1-2-0 2-8-0 4-3-0 4x4 •2x4 2x4 61 I i I F 1-8-3 2x4 A G D x4 i i I I 2x4 i � BC 6-11-0 6-11-0 ALL PLATES ARE LOCK20 See Joint F For Typical Gable Plate Size and Placement Scale: 0.742" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.08 2x 4 SP-#2 BC 0.16 2x 4 SP-#2 WB 0.02 2x 4 SP-#3 GW 0.02 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6-11- 0 BC Cont. 0- 0- 0 6-11- 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 P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.08 38 C 0.00 0.08 B -F 0.04 18 C 0.00 0.04 F -C 0.04 18 C 0.00 0.04 --------Bottom Chords --------- A -E 0.16 14 C 0.00 0.16 E -G 0.13 0 T 0.00 0.13 G -D 0.16 0 T 0.00 0.16 ------------- Webs ------------- E -B 0.02 155 C D -C 0.01 67 C WindLd ----------Gable Webs---------- G-F 0.02 153 C LL Defl 0.00" in G -D L/999 TL Defl 0.00" in A -E L/999 Shear // Grain in G -D 0.16 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. Jt React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by Cont. Brg 0- 0- 0 to 6-11- 0 East Coast Lumber 649 174 Hz = 76 Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. 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: 18-0 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 155 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: JIB Robbins Engineering, Inc./Online PIUS- ® 1996-2005 Version 18.0,014 Engineering - Portrait 12/1/2005 9:13:27 AM Page 1 Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering CARC2T H6 1 HHIP 70000 6 1- 2- 0 0 CAR£2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 2-7-15 TC1 1-2-0 1 4-7-8 2-4-8 1 4x4 3x3 B C 61 2-7-15 i 3x3 A NMI E 2x4 Imp 3x3 I I, . oo HGA R: 725 R: 630 U: 180 U: 180 BC 7-0-0 7-0-0 ALL PLATES ARE LOCK20 Scale: 0.595" = 1' Robbins Engineering, Inc./Online P1us- A 726 180 8- 0 1- 0 Hz = -68 Online Plus -- Version 18.0.014 D 630 181 3- 8 1- 0 RUN DATE: 01-DEC-05 Hz = 133 CSI -Size- ----Lumber---- TC 0.21 2x 4 SP-#2 BC 0.33 2x 6 SP-#2 WB 0.22 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=1.00 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' 7.0' BC V 0 10 0.0' 7.0' BC V 50 50 0.0' 7.0' 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 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.21 528 C 0.00 0.21 B -C 0.07 476 C 0.00 0.07 --------Bottom Chords --------- A -E 0.33 476 T 0.04 0.29 E -D 0.17 96 T 0.00 0.17 ------------- Webs ------------- E -B 0.02 90 T E -C 0.22 706 T D -C 0.09 583 C WindLd LL Defl -0.02" in A -E L/999 TL Defl -0.03" in A -E L/999 Shear // Grain in A -E 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. 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: 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) and IBC/IRC-2003. 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: 18-0 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 583 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. SIMPSON HANGER @ JT.D. Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0,014 Engineering - Portrait 12/1/2005 9:13:27 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CAMT H3D 1 MONO 110812 6 1- 2- 0 0 CAR,M (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 6-2-9 TCi1-2-0 11-8-12 2x4 T B I I I I � 6. 3x3 D 6-2-9 i I I I 3x3 A C E (j 3x3 2x4 WI : 800 HGR R: 565 R: 469 U: 106 U: 167 B 11-8-12 11-8-12 ALL PLATES ARE LOCK20 Scale: 0.329" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.44 2x 4 SP-#2 BC 0.49 2x 4 SP-#2 WB 0.34 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- B-12 BC Cont. 0- 0- 0 11- 8-12 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 Plus - Hz = 337 Membr CSI P Lbs Axl-CSI-Bnd' ----------Top Chords ---------- A -D 0.44 575 C 0.00 0.44 D -B 0.44 138 C 0.00 0.44 --------Bottom Chords --------- A -E 0.47 527 T 0.06 0.41 E -C 0.49 527 T 0.06 0.43 ------------- Webs ------------- E -D 0.08 269 T D -C 0.34 600 C C -B 0.25 161 C WindLd LL Defl 0.03" in A -E L/999 TL Defl -0.05" in A -E L/999 Shear // Grain in D -B 0.28 DL Defl -0.12" at E 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. Jt React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by: A 565 107 8- 0 1- 0 East Coast Lumber Hz = -181 Analysis Conforms To: C 469 168 3- 8 1- 0 FBC2004 Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:21 AM Page 1 OH Loading .Soffit psf 2.0 Provide connection to bearing for 337 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. 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: 18-0 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 600 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: I. 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 & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering CARC2T 1 1 HHIP 110812 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) Ho 4-3 HO 5-0-6 TC1 1-2-0 1 9-4-6 1 2-4-6 1 4x4 3x3 B ME US C 6i 2x4 F 5-0-6 3x3 A D _ PM I E 3x6 2x4 W:800 HGR R: 565 R: 469 U: 121 U: 152 BC 11-8-12 Fes- 11-8-12 ALL PLATES ARE LOCK20 Scale: 0.388" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.33 2x 4 SP-#2 BC 0.65 2x 4 SP42 WB 0.17 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- B-12 BC Cont. 0- 0- 0 11- 8-12 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 Robbins Engineering, Inc./Online Plus - Hz = 273 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -F 0.33 607 C 0.00 0.33 F -B 0.28 224 C 0.00 0.28 B -C 0.06 188 C 0.00 0.06 --------Bottom Chords --------- A -E 0.65 558 T 0.06 0.59 E -D 0.51 195 T 0.00 0.51 ------------- Webs ------------- F -E 0.17 416 C E -B 0.05 144 C E -C 0.15 470 T D -C 0.17 491 C WindLd LL Defl 0.22" in A -E L/599 TL Defl -0.21" in A -E L/607 Shear // Grain in A -F 0.22 DL Defl -0.12" at E 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. Lbs Lbs In-Sx In-Sx A 565 122 8- 0 1- 0 NOTES: Hz = -145 Trusses Manufactured by: D 469 153 3- 8 1- 0 East Coast Lumber Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:20 AM Page 1 Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. 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: 18-0 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 607 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: JIB Job Mark Quan Type Span Pl-H1 Left OH Right OHJ Engineering CARC2T H3B 1 HHIP 110812 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-0-6 TC1 1-2-0 7-4-6 4-4-6 j 4x4 3x3 H C Iit I I � I 6j I t I 4-0-6 i I j 3x3 A D E 2x4 3x3 I W:800 HGR R: 565 R: 469 U: 131 U: 152 BCj 11-8-12 =� 11-8-12 - ALL PLATES ARE LOCK20 Scale: 0.455" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.51 2x 4 SP-#2 BC 0.61 2x 4 SP42 WB 0.17 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 8-12 BC Cont. 0- 0- 0 11- 8-12 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 A 565 131 8- 0 1- 0 Hz = -113 D 469 152 3- 8 1- 0 Robbins Engineering, Inc./Online Plus - Hz = 214 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.51 441 C 0.00 0.51 B -C 0.26 393 C 0.00 0.26 --------Bottom Chords --------- A -E 0.61 393 T 0.05 0.56 E -D 0.38 153 T 0.00 0.38 ------------- Webs ------------- E -B 0.05 238 C E -C 0.17 534 T D -C 0.12 473 C WindLd LL Defl 0.07" in A -E L/999 TL Defl -0.13" in A -E L/959 Shear // Grain in A -B 0.28 DL Defl -0.12" at E 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. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FEC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. 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: 18-0 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 473 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: JIB Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18,0.014 Engineering - Portrait 12/1/2005 9:13:20 AM Page 1 Job Mark Quart Type Span PI-H1 Left OH Right OH Engineering CAM T T3A 3 DUAL 110812 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-3 TCI 1-2-0 I 5-10-6 I 5-10-6 4x4 B I i i 61 3-3-6 3x3 3x3 p` C i i D 2x4 n Jlull W:800 HGR R: 565 R: 469 U: 147 U: 126 BC 11-8-12 i o 12 ALL PLATES ARE LOCK20 Scale: 0.497" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.26 2x 4 SP-#2 BC 0.47 2x 4 SP-#2 WB 0.08 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 8-12 BC Cont. 0- 0- 0 11- 8-12 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 A 565 148 8- 0 1- 0 Hz = -59 C 469 126 3- 8 1- 0 Robbins Engineering, Inc./Online Plus - Hz = 60 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.26 573 C 0.00 0.26 B -C 0.26 573 C 0.00 0.26 --------Bottom Chords --------- A -D 0.47 514 T 0.06 0.41 D -C 0.47 514 T 0.06 0.41 ------------- Webs ------------- D -B 0.08 276 T LL Defl 0.03" in A -D L/999 TL Defl -0.04" in A -D L/999 Shear // Grain in A -B 0.22 DL Defl -0.12" at D 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: 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) and IBC/IRC-2003. 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: 18-0 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 573 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 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering -Portrait 12/1/2005 9:13:19 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T 3 G3 1 SP 110812 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-3 TC i 1-2-0 I 3-1-2 2-3-1 1-0-5 1 2-3-7 3-0-13 4x8 4x4 C D i 4.1951 4.202 I 5 4x4 VEX W 4x4 B E 6 i 6 2-8-3 3x4 3x4 A F i J H G 2x4 3x3 3x8 I 2x4 W:800 W:800 R: 985 R: 821 U: 242 U: 220 BCj 11-8-12 Fa 11-8-12 ALL PLATES ARE LOCK20 Scale: 0.498" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.12 2x 4 SP-#2 BC 0.35 2x 4 SP-#2 WB 0.08 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 8-12 BC Cont. 0- 0- 0 11- 8-12 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' 11.7' BC V 0 10 0.0' 11.7' TC V 30 23 0.0' 11.7' BC V 0 8 0.0' 11.7' 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 Robbins Engineering, Inc./Online P1us- A 985 243 8- 0 1- 3 Hz = -45 F 821 221 8- 0 1- 0 Hz = 46 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.12 1261 C 0.01 0.11 B -C 0.09 1021 C 0.00 0.09 C -D 0.05 966 C 0.04 0.01 D -E 0.10 1021 C 0.00 0.10 E -F 0.12 1263 C 0.01 0.11 --------Bottom Chords --------- A -J 0.32 1123 T 0.13 0.19 J -H 0.35 1121 T 0.14 0.21 H -G 0.23 959 T 0.11 0.12 G -I 0.35 1124 T 0.14 0.21 I -F 0.31 1125 T 0.13 0.18 ------------- Webs ------------- J -B 0.06 213 T B -H 0.04 240 C H -C 0.08 257 T C -G 0.05 156 T G -D 0.04 142 T G -E 0.04 243 C I -E 0.06 209 T LL Defl -0.02" in H -G L/999 TL Defl -0.04" in J -H L/999 Shear // Grain in A -J 0.19 DL Defl -0.12" at H L/998 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 G LOCK 3.Ox 8.0 0.4 Ctr 0.49 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) and IBC/IRC-2003. 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: 18-0 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 1263 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: JIB Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx REFER TO ROBBINS ENG. GENERAL Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:18 AM Page 1 Job CARC2T Mark G7 Quan Type Span 1 MONO 121008 P1-Hl Left OH Right OR 6 0 0 Engineering CARM (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 6-9-7 TC! 12-10-8 #6xl2 B 6I #3x6 E 6-9-7 i I i 3x6 A p 1- 4- 0 i#3x8 208 go D R:1771 1 #6x8 U: 551 W:800 C R:1737 2x4 U: 396 BCj 12-5-0 m 12-10-8 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.292" = 1' Robbins Engineering, Inc./Online P1us- A 1737 396 8- 0 2- 1 Hz = 273 Online Plus -- Version 18.0.014 F 1771 552 2- 8 1- 0 RUN DATE: 01-DEC-05 Hz = 172 CSI -Size- ----Lumber---- TC 0.60 2x 4 SP42 BC 0.51 2x 6 SP-SS WB 0.88 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 12-10- 8 BC Cont. 0- 0- 0 12-10- 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 1 40 30 0.0' 12.9' BC V 0 10 0.0' 12.9' BC V 100 100 0.0' 12.4' 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 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -E 0.60 2049 C 0.07 0.53 E -B 0.58 2091 C 0.04 0.54 B -B 0.02 9 C 0.00 0.02 --------Bottom Chords --------- * -D 0.51 1852 T 0.12 0.39 D -C 0.39 138 T 0.00 0.39 ------------- Webs ------------- D -E 0.10 494 C D -B 0.88 2752 T C -F 0.15 517 T WindLd F -B 0.70 1301 C WindLd LL Defl -0.10" in A -D L/999 TL Defl -0.20" in A -D L/729 Shear // Grain in A -D 0.67 DL Defl -0.12" at D 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 B# LOCK 6.0x12.0 1.8 1.1 0.99 D# LOCK 6.Ox 8.0 0.1 Ctr 0.88 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and end vertical is 1/211. 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: 18-0 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 2091 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: JIB Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx NOTES: Trusses Manufactured by: Robbins Engineering. Inc./Online Plus- 01996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:31 AM Page i Job CARCZT Mark F5A Quan Type Span Pl-H1 Left OH Right OH 1 FLAT 70000 40602 0 0 Engineering CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) 4-6-2 HO 4-6-2 2x4 A D �n C 2x4 /Ll 2x4 i W:400 HGR R: 280 R: 342 U: 135 U: 169 BC 7-0-0 i 7-0-0 ALL PLATES ARE LOCK20 7 HO 4-6-2 2x4 B Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI;-Size- ----Lumber---- TC 0.71 2x 4 SP-#2 BC 0.71 2x 4 SP-#2 WB 0.14 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 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 = 226 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.71 64 C 0.00 0.71 --------Bottom Chords --------- D -C 0.71 157 T 0.00 0.71 ------------- Webs ------------- D -A 0.11 245 C WindLd A -C 0.11 129 C C -B 0.14 245 C WindLd LL Defl -0.11" in D -C L/725 TL Defl -0.16" in D -C L/480 Shear // Grain in A -B 0.30 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: Trusses Manufactured by: Jt React Uplft Size Req'd East Coast Lumber Lbs Lbs In-Sx In-Sx Analysis Conforms To: D 280 136 4- 0 1- 0 FBC2004 Hz = -225 Design checked for LL on BC C 342 169 3- 8 1- 0 per BOCA (section 1606.2.3) Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:25 AM Page 1 Scale: 0.420" = 1' and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Provide drainage to prevent water ponding. This truss must be installed as shown. It cannot be installed upside-down. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind .Speed: 120 mph Mean Roof Height: 18-0 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 245 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: JIB Job CARC2T Mark GS Quan 1 Type Span FLAT 70000 P1-H1 50107 Left OH Right OH 0 0 Engineering CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 5-1-7 HO 5-1-7 TC! 7-0-0 1 #5x8 3x3 2x4 #5x8 A i I G H B 5-1-7 j D C 2x4 F E 2x4 4x8 6x8 **3.7" MIN. BEARING REQ.** W:400 HGR R:2776 R:2776 U:1042 U:1085 BC 7-0-0 7-0-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.384" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- TIC 0.08 .2x 4 SP-#2 BC 0.38 2x 6 SP-#2 WB 0.65 .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=1.00 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' 7.0' BC V 0 10 0.0' 7.0' BC V 357 357 0.01 7.0' 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 = 256 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -G 0.08 874 C 0.00 0.08 G -H 0.07 871 C 0.00 0.07 H -B 0.08 871 C 0.00 0.08 --------Bottom Chords --------- D -F 0.36 178 T 0.00 0.36 F -E 0.38 874 T 0.11 0.27 E -C 0.37 178 T 0.00 0.37 ------------- Webs ------------- D -A 0.65 1941 C WindLd A -F 0.65 2052 T F -G 0.05 154 C G -E 0.03 101 T E -H 0.05 156 C E -B 0.65 2043 T C -B 0.65 1934 C WindLd LL Defl -0.02" in F -E L/999 TL Defl -0.04" in F -E L/999 Shear // Grain in D -F 0.73 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 A# LOCK 5.Ox 8.0 Ctr-0.5 0.66 B# LOCK 5.Ox 8.0 Ctr-0.5 0.66 F LOCK 4.Ox 8.0 Ctr-0.6 0.94 E LOCK 6.Ox 8.0 0.5-0.6 0.93 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL Jt React Uplft Size Req'd NOTES AND SYMBOLS SHEET FOR Lbs Lbs In-Sx In-Sx ADDITIONAL SPECIFICATIONS. D 2777 1043 4- 0 3- 4 Hz = -255 NOTES: C 2777 1086 3-12 3- 4 Trusses Manufactured by: Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 16.0.014 Engineering - Portrait 12/1/2005 9:13:26 AM Page 1 East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Provide drainage to prevent water ponding. 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: 18-0 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 1941 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. SIMPSON HANGER @ JT.C. r� Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARUT T4C 1 DSFL 71104 6 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 6-6-9 HO 6-6-9 TCI 3-11-10 1 3-11-10 4x4 B ®1 2 i I I 5-10-6I w i I m i F® I I W:308 R: 316 U: 75 &3x4 .4 & PG II W:308 R: 357 U: 97 &3x4 BCca 7-4-4 m 4 0 7-11-4 -tom ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.16. 2x 4 SP-#2 BC 0.31 2x 4 SP-#2 WB 0.31. 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7-11- 4 BC Cont. 0- 0- 0 7-11- 4 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 E 316 75 3- 8 1- 0 Hz = -236 D 357 97 3- 8 1- 0 Robbins Engineering, Inc./Online Plus'" Hz = 206 Membr CSI P Lbs Axl-CSI-End ----------Top Chords ---------- * -B 0.16 142 C 0.00 0.16 B -C 0.16 142 C 0.00 0.16 --------Bottom Chords --------- E -H 0.31 177 T 0.00 0.31 H -D 0.28 146 T 0.00 0.28 ------------- Webs ------------- E -A 0.31 300 C WindLd A -H 0.05 179 T H -B 0.08 185 C H -C 0.05 179 T D -C 0.31 300 C WindLd LL Defl 0.01" in E -H L/999 TL Defl 0.01" in E -H L/999 Shear // Grain in H -D 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. NOTES: Trusses Manufactured by: East Coast Lumber Scale: 0.229" = 1' Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. 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: 18-0 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 300 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: JIB Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:24 AM Page 1 Quan Type Span P1-H1 Left OH Right OH 3 DSFL 71104 6 2- 6- 0 2- 6- 0 Engineering Job Mark CAMT T4B kU T (ENGLE HOMES / CARACAS ELEV. 2/M#4326) HO 6-6-9 Ho 6-6-9 2-6-0 3-11-10 3-11-10 2-6-C 4x4 61 B F® I I w:308 w:308 R: 510 R: 551 U: 130 U: 130 &3x4 &3x4 SC 7-11-4 7-11-4 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.16 .2x 4 SP42 BC 0.31. 2x 4 SP42 WB 0.19' 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7-11- 4 BC Cont. 0- 0- 0 7-11- 4 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 E 511 130 3- 8 1- 0 Hz = -40 D 552 130 3- 8 1- 0 Robbins Engineering, Inc./Online Plus - Hz = 41 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.16 142 C 0.00 0.16 B -C 0.16 142 C 0.00 0.16 --------Bottom Chords --------- E -H 0.31 41 T 0.00 0.31 H -D 0.28 41 T 0.00 0.28 ------------- Webs ------------- E -A 0.19 300 C A -H 0.05 179 T H -B 0.08 185 C H -C 0.05 179 T D -C 0.19 300 C LL Defl 0.01" in E -H L/999 TL Defl 0.01" in E -H L/999 Shear // Grain in H -D 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. NOTES: Trusses Manufactured by East Coast Lumber Scale: 0.242" = 1' Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. No wind exposure on left end. No wind exposure on right end. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 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 300 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: JIB Robbins Engineering. Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:30:55 AM Page 1 Job CARC2T Mark T4A Quan 2 Type Span DUAL 100504 P1-H1 Left OH Right OH 6 1- 3- 0 1- 3- 0 Engineering CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 3-3-1 HO 3-3-1 TC 1-3-0 1 5-2-10 5-2-10 1 1-3-0 4x4 B i i 6 I i I 3x3 3x3 G K 5-10-6 A W H L 11 F+ 2x4 I M 2x4 3x3 3x3 Cant.l- 3- 070 i � Cant:l- 3- 0 W:800 W:800 R: 519 R: 532 U: 168 U: 194 BC I 1-7-0 1 7::- - 1-7-0 10-5-4 ALL PLATES ARE LOCK20 Scale: 0.317" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.29 2x 4 SP-#2 BC 0.44 2x 4 SP-#2 WB 0.17 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 10- 5- 4 BC Cont. 0- 0- 0 10- 5- 4 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 Robbins Engineering, Inc./Online Plus - Hz = 174 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- G -B 0.29 74 T 0.01 0.28 B -K 0.29 74 T 0.01 0.28 --------Bottom Chords --------- H -I 0.37 49 C 0.00 0.37 I -M 0.44 120 T 0.01 0.43 M -L 0.34 49 C 0.00 0.34 ------------- Webs ------------- H -G 0.05 121 C WindLd G -1 0.03 128 C I -B 0.17 282 C B -M 0.17 282 C M -K 0.02 133 C L -K 0.05 112 C WindLd LL Defl 0.12" in I -M L/658 TL Defl 0.10" in I -M L/782 LL Cant 0.01" in H -I L/999 Shear // Grain in G -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 Lbs Lbs In-Sx In-Sx REFER TO ROBBINS ENG. GENERAL I 520 168 8- 0 1- 0 NOTES AND SYMBOLS SHEET FOR Hz = -214 ADDITIONAL SPECIFICATIONS. M 533 184 8- 0 1- 0 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) and IBC/IRC-2003. 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: 18-0 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 282 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: JIB Robbins Engineering, Inc./Online Plus- 01996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:22 AM Page 1 Job CARC2T Mark GE4 Quan 1 Type Span DUAL 100504 P1-H1 Left OH Right OH 6 1- 3- 0 1- 3- 0 Engineering CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 3-3-1 HO 3-3-1 TC I 1-3-0 1 5-2-10 1 5-2-10 1 1-3-0 4x4 B it II 6'1 N P M R 2x4 2x4 G I 5-10-6 T I w N H J 2x4 K O D Q L 2x4 *2x4 2x4 H 1 i 3 0 1 7-11-4 I 1 1-3-0 - 10-5-4 ALL PLATES ARE LOCK20 See Joint M For Typical Gable Plate Size and Placement Scale: 0.340" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- TC 0.14 2x 4 SP42 BC 0.18 2x 4 SP42 WB 0.06 2x 4 SP-#3 GW 0.04 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 10- 5- 4 BC Cont. 0- 0- 0 10- 5- 4 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 Cont. Brg 1- 3- 0 to 9- 2- 4 1039 335 Hz = 213 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- G -M 0.13 34 T 0.00 0.13 M -N 0.13 74 T 0.00 0.13 Robbins Engineering, Inc./Online Plus- N -B 0.04 122 T 0.00 0.04 B -P 0.04 121 T 0.00 0.04 P -R 0.14 81 T 0.00 0.14 R -I 0.14 36 T 0.00 0.14 --------Bottom Chords --------- H -K 0.17 114 C 0.00 0.17 K -0 0.16 0 T 0.00 0.16 0 -D 0.13 0 T 0.00 0.13 D -Q 0.13 0 T 0.00 0.13 Q -L 0.17 0 T 0.00 0.17 L -J 0.18 98 T 0.01 0.17 ------------- Webs ------------- H -G 0.05 24 T 0.00 0.05 D -B 0.06 135 C J -I 0.05 40 T 0.00 0.05 ----------Gable Webs---------- - -M 0.03 137 C O -N 0.04 145 C Q -P 0.04 145 C L -R 0.03 137 C LL Defl 0.00" in Q -L L/999 TL Defl 0.00" in Q -L L/999 LL Cant -0.01" in L -J L/999 Shear // Grain in L -J 0.22 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: 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) and IBC/IRC-2003. 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: 18-0 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 145 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: JIB Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:23 AM Page 1 Job Mark CAMT MV6 CARC2T (ENGLE HOMES/CARACAS Quan Type Span P1-H1 Left OH Right OH 1 VLM.SB 60000 6 0 0 ELEV. 2/M#4326) Engineering i 3-0-0 -L TC 6-0-0 HO 3-0-0 2x4 d,�v �:,:s.��'r�'��,�,. `� �.A�.r 3nr.•,'�r.;ga,;�r fc���W,�-v a��s� 3 '� r=4°c.7;�.. ,���, ' 3 '.r ?.-�:.f ..�, BCL 6-0-0 Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.29 2x 4 SP42 BC 0.32 , 2x 4 SP42 WB 0.05q 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) 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 6- 0- 0 431 116 Hz = 151 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.29 75 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 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: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Scale: 0.625" = 1 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 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 & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering -Portrait 12/1/2005 9:13:31 AM Pagel Job Mark ( Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T MV4 2 VLM. SB 40000 6 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) BC 4-0-0 - 4-0-0 Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.08 2x 4 SP-#2 BC 0.14 2x 4 SP-#2 WB 0.01 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) 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 4- 0- 0 335 73 Hz = 92 ALL PLATES ARE LOCR20 Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.08 44 C 0.00 0.08 --------Bottom Chords --------- A -C 0.14 0 T 0.00 0.14 ------------- Webs ------------- C -B 0.01 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 it Type Plt Size X Y JSI 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) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 HO 2-0-0 2x4 Scale: 0.757" = 1 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 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: JIB Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:32 AM Page 1 Job CARC2T Mark MV2 Quan Type Span P1-H1 Left OH Right OH 2 VLMA. SB 20000 6 0 0 I Engineering CAR'C2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 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 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 Cont. Brg 0- 0- 0 to 2- 0- 0 254 31 Hz = 33 HO 1-0-0 TC'1 2-0-0 6 2x4 BC 2-0-0 2-0-0 B ALL PLATES ARE LOCA20 Robbins Engineering, Inc./Online Plus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.00 13 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: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Scale: 0.859" = 1' Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 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 "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: JIB Robbins Engineering, Inc./Online Plus- ® 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:33 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HJ7 4 MONO 91013 4.243 1- 7-13 0 CAR 2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 3-15 BO 3-9-15 TC1 1-7-13 1 9-10-13 2x4 B 4.2431 2x4 E W 108 3-9-15 : 288 : 130 3x3 A C 3x3 i W:1105 W:108 R: 501 R: 397 U: 99 U: 54 BC 9-10-13 - - -- 9-10-13 - ALL PLATES ARE LOCK20 Scale: 0.468" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 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 9.9' BC V 0 -10 0.0' 0 11 9.9' 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- Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 502 99 11- 5 1- 0 Hz = 103 B 289 130 1- 8 1- 0 Hz = 204 C 397 54 1- 8 1- 0 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -E 0.54 712 C 0.00 0.54 E -B 0.54 119 T 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 0.07 0 T WindLd LL Defl -0.24" in A -C L/442 TL Defl -0.36" in A -C L/292 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 Gat, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder King Jack 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) and IBC/IRC-2003. 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: 18-0 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: JIB Robbins Engineering, Inc./Online Plus- ® 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:34 AM Page 1 Job CARC2T Mark HJB Quan Type Span 2 ENDJO 50009 P1-H1 5.516 Left OH Right OH 1- 3- 4 0 Engineering CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-1 HO 2-7-14 TC! 1-3-4 5-0-9 2x4 I B 5.516 �I 2-7-14 i, ! I I, W 108 R: 119 2x4 U: 46 A C 2x4 I I i W:800 W:108 R: 263 R: 230 U: 30 BC 5-0-9 5-0-9 ALL PLATES ARE LOCK20 Scale: 0.604" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.22 2x 4 SP42 BC 0.41 2x 4 SP42 WB 0.02 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 0- 9 BC Cont. 0- 0- 0 5- 0- 9 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' 5.0' BC V 0 10 0.0' 5.0' TC V -40 -30 0.0' -3 -3 5.0' BC V 0 -10 0.0' 0 -1 5.0' Plus 4 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' Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 263 30 8- 0 1- 0 Hz = -60 B 120 46 1- 8 1- 0 C 230 0 1- 8 1- 0 Hz = 95 Membr. CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.22 52 C 0.00 0.22 B -B 0.00 4 C --------Bottom Chords --------- A -C 0.41 58 T 0.00 0.41 ------------- Webs ------------- C -B 0.02 0 T WindLd LL Defl -0.01" in A -C L/999 TL Defl -0.02" in A -C L/999 Shear // Grain in A -C 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 Gal, 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: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder King Jack Loading TC and BC Setback 4- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. 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: 18-0 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 52 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: JIB Robbins Engineering, Inc./Online Plus- ® 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:34 AM Page 1 Job Mark CARC2T HJA 3L2T (ENGLE HOMES/CARACAS Quan Type Span P1-H1 Left OH Right OH 2 ENDJO 30211 5.51 1- 3- 3 0 ELEV. 2/M#4326) Engineering Online Plus.-- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.11 2x 4 SP42 BC 0.20 2x 4 SP42 WB 0.00 2x 4 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 2-11 BC Cont. 0- 0- 0 3- 2-11 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' 3.2' BC V 0 10 0.0' 3.2' TC V -40 -30 0.0' -25 -19 3.2' BC V 0 -10 0.0' 0 -6 3.2' Plus 4 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 HO 4-0 HO 1-9-12 TCI 1-3-3 3-2-11 2x4 I B C 2x4 II W:108 R: 48 U: 15 I W:800 W:108 R: 224 R: 223 U: 34 BC 3-2-11 Fes-- 3-2-11 E ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 224 34 8- 0 1- 0 Hz = -35 B 49 15 1- 8 1- 0 C 223 0 1- 8 1- 0 Hz = 46 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.11 24 C 0.00 0.11 B -B 0.00 1 C --------Bottom Chords --------- A -C 0.20 24 T 0.00 0.20 ------------- Webs ------------- C -B 0.00 0 T WindLd LL Defl 0.00" in A -C L/999 TL Defl 0.00" in A -C L/999 Shear // Grain in A -C 0.26 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: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder King Jack Loading TC and BC Scale: 0.517" = 1' Setback 3- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. 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: 18-0 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 24 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: JIB Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:35 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T EJ7 21 ENDJO 70000 6 1- 2- 0 0 `CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 3-10-3 TCI, 1-2-0 1 7-0-0 I 3-10-3 8 L5 L2 i W: 800 W: 108 R: 377 R: 243 U: 58 U: 1 -BC i - 7-0-0 -- y i ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 91 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 01-DEC-05----------Top Chords ---------- A -B 0.55 71 C 0.00 0.55 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.55 2x 4 SP-#2 A -C 0.67 90 T 0.00 0.67 BC 0.67 2x 4 SP42 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) 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 377 58 8- 0 1- 0 Hz = 144 B 215 113 1- 8 1- 0 C 244 1 1- 8 1- 0 LL Defl -0.08" in A -C L/967 TL Defl -0.17" in A -C L/435 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 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: 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) and IBC/IRC-2003. Design checked for 10 psf non - Scale: 0.481" = 1 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: 18-0 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 71 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: JIB Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1211/2005 9:13:36 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T EJ7A 7 Sp 70000 6 1- 2- 0 0 ['CAIfi2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) I i 3-10-3 1-0-OD 1-0-0C HO 4-3 HO 2-10-3 W:800 R: 397 U: 79 BCj 3-2-0 3-10-0 7-0-0 --- Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.35 2x 4 SP42 BC 0.68 2x 4 SP-#2 CW 0.41 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 Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus'" Hz = 91 C 260 27 1- 8 1- 0 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.35 315 C 0.00 0.35 F -B 0.35 70 T 0.00 0.35 --------Bottom Chords --------- A -E 0.24 244 T 0.03 0.21 E -D 0.24 129 T 0.02 0.22 D -C 0.68 0 T 0.00 0.68 ---------- Chord -Webs ---------- E -D 0.41 113 T 0.03 0.38 D -F 0.05 170 T 0.05 0.00 LL Defl -0.10" in E -D L/727 TL Defl -0.19" in E -D L/391 Shear // Grain in D -C 0.22 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. Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx NOTES: A 398 79 8- 0 1- 0 Trusses Manufactured by: Hz = 144 East Coast Lumber B 175 87 1- 8 1- 0 Analysis Conforms To: Robbins Engineering, Inc./Online Plus- ® 1996-2005 Version 18.0.014 Engineering -Portrait 12/1/2005 9:13:37 AM Pagel B 8 14 17 R: 259 U: 27 Scale: 0.481" = 1' FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. 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: 18-0 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 315 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. r Job CAMT Mark EJ7B Quan 1 Type Span P1-H1 HHIP 70000 6 Left OH Right OH 1- 2- 0 0 Engineering 'CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 3-5-7 TC1 1-2-0 6-2-8 1 9-8 1 4x4 T I B C 3-5-7 W:108 R: 116 I U: 2 2x4 A E D I 2x4 W:800 W:108 R: 379 R: 323 U: 76 U: 143 BC , 7-0-0 7-0-0 ALL PLATES ARE LOCK20 Scale: 0.496" = 1' Robbins Engineering, Inc./Online Plus - Hz = 81 D 323 143 1- 8 1- 0 Online Plus -- Version 18.0.014 G = Gravity Uplift RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.46 2x 4 SP42 BC 0.66 2x 4 SP-#2 WB 0.05 2x 4 SP43 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 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 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.46 58 C 0.00 0.46 B -C 0.12 80 T 0.00 0.12 --------Bottom Chords --------- A -E 0.66 11 T 0.00 0.66 E -D 0.30 0 T 0.00 0.30 ------------- Webs ------------- E -B 0.05 250 C WindLd LL Defl -0.10" in A -E L/774 TL Defl -0.20" in A -E L/363 Shear // Grain in E -D 0.36 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. Jt React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by: A 379 77 8- 0 1- 0 East Coast Lumber Hz = 128 Analysis Conforms To: C 117 3G 1- 8 1- 0 FBC2004 Robbins Engineering, Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:37 AM Page 1 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. 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: 18-0 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 250 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: JIB r Job CARC2T Mark C'J5 Quan Type Span P1-H1 8 ENDJO 50000 6 Left OH Right OH 1- 2- 0 0 Engineering CAi2C2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 2-10-3 TCI 1-2-0 5-0-0 -7- I i 6 ! 2-10-3 W:108 R: 153 U: 80 2x4 A W:800 W:108 R: 300 R: 230 U: 47 U: 1 BC 5-0-0 5-0-0 , ALL PLATES ARE LOCK20 Scale: 0.603" = 1' Robbins Engineering, Inc./Online Plus - Hz = 64 Online Plus,-- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 01-DEC-05----------Top Chords ---------- A -B 0.27 50 C 0.00 0.27 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.27 2x 4 SP-#2 A -C 0.43 64 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) 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 300 47 8- 0 1- 0 Hz = 102 B 153 81 1- 8 1- 0 C 231 2 1- 8 1- 0 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. 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) and IBC/IRC-2003. 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: 18-0 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 50 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: JIB Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:38 AM Page 1 r Job CAM T Mark CJ3 Quan 8 Type Span ENDJO 30000 P1-H1 Left OH Right OH 6 1- 2- 0 0 Engineering EKAC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 1-10-3 TCI 1-2-0 1 3-0-0 - I I 6 I I 1-10-3 I 2x4 A C \/ W:108 R: 91 U: 48 I I W:800 W:108 R: 262 R: 218 . U: 36 U: 1 HC7 3-0-0 ALL PLATES ARE LOCK20 Scale: 0.643" = 1' Robbins Engineering, Inc./Online Plus"' Hz = 38 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 01-DEC-05----------Top Chords ---------- A -B 0.10 30 C 0.00 0.10 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.10 2x 4 SP-#2 A -C 0.22 38 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) 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 262 36 8- 0 1- 0 Hz = 61 B 92 49 1- 8 1- 0 C 218 2 1- 8 1- 0 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. 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) and IBC/IRC-2003. 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: 18-0 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 30 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: JIB Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:39 AM Page 1 Job C,4RUT Mark CJI Quan Type Span P1-H1 Left OH Right OH 8 ENDJO 10000 6 1- 2- 0 0 Engineering CtARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) 10-3 HO 4-3 HO 10-3 TC 1-2-0 1-0-0 1 61 C W-108 IR: �48 U:I 12 W:900 W:108 R: 235 R: 205 U: 26 U: 2 BCj I 1-0-0 1-0-0 -Ei, ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 11 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 01-DEC-05----------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 11 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) 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 235 27 3- 8 1- 0 Hz = 18 B 48 12 1- 8 1- 0 C 205 3 1- 8 1- 0 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. 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) and IBC/IRC-2003. Design checked for 10 psf non - Scale: 0.716" = 1' 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: 18-0 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 6 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: JIB Robbins Engineering, Inc./Online Plus- ® 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:40 AM Page 1