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449 Kays Landing Dr 07-1712 SFRPERMIT AI CONTRAC ADDRESS PHONE NUMBER —1 0 1 W PROPERTY OWNER AAE ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION Akfipr LA tiQ ami PERMIT # d , • 1 1 1 DATE PERMIT DESCRIPTION S PERMIT VALUATION SQUARE FOOTAGE CITY OF SANFORD P.O. BOX 1788 SANFORD FL-327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . . Owner Contractor . . . . . . 9/21/07 34.19.30.520-0000-1120 449 KAYS LANDING DR SANFORD FL 32771 110240 Engle Homes ENGLE HOMES ORLANDO 407 249-3500 Application number 07-00001712 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . . . TYPE VB Occupancy type . . . . RESIDENTIAL USE GROUP Flood Zone . . . . NONE Approved . . . . . . . L)PLiQ f I plli a Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL n accordance with this Certificate of Occupancy, all inspections for compliance lith Florida Building Code 2004 for occupancy and use have been performed and .pproved. f the construction project was permitted and built under the owner/builder :ontractor exemption of Florida State statute 489.103; refer to state statute egarding limitations on renting, lease or sale of this property. . U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Exoires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. Q'7 - SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name ENGLE HOMES Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 449 KAYS LANDING DRIVE City SANFORD State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 112, KAY'S LANDING PHASE 2, Plat Book 69, Pages 43-44, Seminole County, Florida. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 28d47'46.67" N Long. 8ldl8'16.69" W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 0 sq ft a) Square footage of attached garage 574 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF SANFORD 120294 SEMINOLE I FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117C 0045 E 04-17-1995 04-17-1995 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) Bl 1. Indicate elevation datum used for BFE in Item 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized Local Vertical Datum NGVD 1929 Conversion/Comments None Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 36.47 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor N/A. ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A. ® feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 36.00 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 35.59 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 35.5 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 35.9 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by nine 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 Title Manager of Survey -Central Florida Region Company Name IBI Group, Inc. FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding Information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 449 KAYS LANDING DRIVE City Sanford State FL ZIP Code 32771 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Item C2.a)e) - Air Conditioner Slab Elevation. Information shown hereon is based upon FIRM. Check here if attachments SMTION E - BUIEDINQ(F-LEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: -❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 449 KAYS LANDING DRIVE City SANFORD State FL ZIP Code 32771 Company NAIC If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW (Date of photograph: 09-10-07) I Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 449 KAYS LANDING DRIVE City SANFORD State FL ZIP Code 32771 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." REAR VIEW (Date of photograph: 09/10/07) Ley I L -7 — i 7/-.a- CCL IBI November 7, 2005 City of Sanford Building Division PO Box 1788 Sanford, FL 32772-1788 To Whom It May Concern: Re: Lot 112 — 449 Kays Landing, Sanford, FL 32771 The finished floor elevation of the structure located at 449 Kays Landing, Sanford, FL 32771, Lot 112, 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 f-181"Group David M. 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 CCU1131 Consultants, Inc. is a Division of 1131 Group I7 IBI GR 0 UP, Inc. IBI AUTHORIZATION L85610 IBI ENGINEERS SURVEYORS PLANNERS LANDSCAPE ARCHITECTS ENVIRONMENTAL CONSULTANTS GROUP 2200 ARK CENTRAL BLVD. A, 33 SUITE 100 2603 MAMA CENTER EFLORIDA, E PARKWAY, SUITE C GROUP POMPANO (954) 974-2200 (407) 660-2120 ENGLEKAY' S LANDING PHASE 2 MA17ONAL FLOOD INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE COMMUNITY NUMBER 120294 NORTHEAST 114 OF SECTION 34, TOWNSHIP 19 PANEL NUMBER 12117CO040E SOUTH, RANGE JO EAST, SEMINOLE COUNTY, FLORID MAP REVISION 0511711995 BEING S 00.14'40' E. AN ASSUMED MERIDIAN. FLOOD ZONE x ELEVATIONS DERIVED BY SITE BENCH MARKS SUPPLIED BY THE PLATTING SURVEYOR. L E G E N D L- ARC I DISTANCE e= CENTRAL ANGLE L A/C CENTERLINE CONDITIONER SLAB NN . E. DRAINAGE EASEMENT P L.M.E. LAKE MAINTENANCE EASEMENT P U.E. UTIUTY EASEMENT P F.F. FINISH FLOOR C FHYD. o FIRE HYDRANT L W.M. = WATER METER E W.V. m WATER VALVE P LILtNZ�LU UUZINL» = SET NAIL AND DISC L.B. 5610 = POINT OF CURVATURE POINT OF COMPOUND CURVATURE POINT OF INTERSECTION = POINT OF REVERSE CURVATURE V. - CABLE TV LIGHT POLE C. ELECTRIC SERVICE POINT OF TANGENCY DOI = EXISTING ELEVATION SCALE: 1" = 30' \ z Cl: \ A---1'44'56" \ R=2336.47' L o r 111 \L=71.32' CHORD BEARING=N29'50'37"W CHORD=71.32 735.1 i LOCATION SKETCH (NOT TO SCALE) TRA C r "F" EL 9j, •• �� 'L � \ 35.6 �4 0 4 5/ h i a 4�N / .r. 35.0 �� / \ 'O. , 6 V, 35.4 Fq ^ LB. 8 / / / S 6 35.2 \ O� \ <>� B°68 CAP c2: ., L o r 173 L A= 6'44 44 71-34.55 R=125.00' ` -i L=14. 72' \ L 22 15 CHORD BEARING=N29'00'07"W CHORD=14.71 LEGAL DESCRIPTION: Lot 112, Kays Landing, Phase 2, according to the Plat thereof, as recorded in Plat Book 69, Q0 at Page 4J-44, of the Public Records, Seminole County, Florida. NOTES. 1. UNLESS /T BEARS THE SIGNATURE AND THE ORIGINAL RAISED J. PLAT AND RECORDED DIMENSIONS ARE THE SAME r SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS AS MEASURED UNLESS OTHERWISE NOTED. � DRAWING. SKETCH, PLAT OR MAP is FOR INFORMATIONAL 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY PURPOSES ONLY AND IS NOT VALID. ADD/nONS OR DELETIONS IBI GROUP, INC. FOR EASEMENTS AND OR RIGHTS - TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING OF -WAY OF RECORD. PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN 5. LOCATIONS APT LIMilED TO VISIBLE IMPROVEMENTS ONLY. W CONSENT OF THE SIGNING PARTY OR PARTIES' 6. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. 2. TIES ARE TO THE ABOVE GROUND FOUNDATION OF BUILDING. 7 TIHI5 SURV<Y EXj�'cEDS THE MINIMUM CLOSURE ACCURACY = FOR A SUBURBAN URV£Y AS REOUIREO /N 61G17-6.00J a REVISIONS: DATE: BY: OF FLORIDA MIN/MI i£r3IN/CAI. STANDARDS. PLOT PLAN 3/6/07 JAM RWH FOUNDATION 6/28/07 JAM RWH FINAL 9/12/07 JAM WEW WILSON WAY P.S.M. PROFESSIONAL SURVEYOR on MAPPER #2885 STATE OF FLORIDA DATE OF SURVEY. 9/7/07 DRAWN CHECKED BY JAM BY WEW FIELD 721 201 BOOK Permit H CITY UFSANFORD PERMIT APPLICATION Date: fob Address: Description of Work: I{istoric District: Zoning: w To � �J at 1 Square Footage (J Value of Work: $_ Permit Type: Building Electrical Mechanical K Plumbing Fire Sprinkler/Alarm Pool _ Electrical: New Service — H of AMPS Addition/Alteration Change of Service Temporary Pole V(echanical: Residential Non -Residential Replacement New _ CX (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: H of Fixtures H of Water & Sewer Lines H of Gas Lines Plumbing/New Residential: H of Water Closets Plumbing Repair — Residential or Commercial Deeupancy Type: Residential —,,X— Commercial (ndustrial Construction Type: H of Stories: H of Dwelling Units: Flood "Zone: (FEMA form required ) 7waers Name & Address: Phone: contractor Name &Address: State License Number: lRobert G. Dello Russo 531 AY 'hone & Far: tSCO FL .. hot Person: P11d TEo 32448 u D `j I. 91, ,6 3onding Company: ' 1 \ddress: ►mortgage Leader. %ddress: \rehitect/Eagineer: Phone: \ddress: Fa x: \pplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wort: or iiutallation has commenced prior to the ssuaancc 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 remit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR CONDITIONERS, etc. )WNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating onstruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING .-WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN \TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to his county, and there may be additional permits required from other governmental entities such as water i Wecptanec of permit is verification that I will notify die owner of the property of the Signature of Owner/Agent Print Owner/Agent's Nanic Signature of Notary -State of Florida OwnedAgent is _ Personally Known to Me or Produced ID .PPROVALS: ZONING: UTIL: pecial Conditions: _cv 03/2006 that may found in the public records of distri state agencies, or federal agencies. H, P 713. r1UL 2 0 2007 Date Z��nc Gf Contractor/Agent Date RT G. DLLLO RUSSO Print ontractor/Agent's N ie Date Signature of Notary-SI a of Florida Date Contractor/Agent is ZPc.nally Known to Me or _ ProducediD FD: ENG: BLDG: MI— RINDAC.TURNER My COMMISSION f DD 667937 EXPIRES: June 14,2011 Bonded Thru Notary Public Und0nN �r Permit # : l J / —• Job Address: Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Date: L Value of Work: S Permit Type: Building Electrical X Mechanical Plumbing Electrical: New Service — # of AMPS � Addition/Alteration Mechanical: Residential Non -Residential Replacement New Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines_ Fire Sprinkler/Alarm 21706008 28488 ENGLE HOMES 112 KAYS LANDING 449 KAYS LANDING DR SPRINGFIELD 07-1712 Pool Change of Service Temporary Pole Mj`r , (Duct Layout & Energy Calc. Required) # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential or Commercial Occupancy Type: Residential 1)�__ Commercial Industrial Total Square Footage: a S Construction Type: # of Stories: —j— # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: F tj C--s (,_ E—_- Phone: Phone & Fax: L)D7" 1V%_97Db yb7- &4j_%451 Cont. 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. 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. �111_W3 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 ANOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Flo ' 'en Law, FS 713. Signature ofOwner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: Contractor/AR rt Date Pri =_L), or/Agent's Name � i-an" Signature of Notary -State of Flo'Floida, Date ��►*r "vs Notary Public State of Florida a� Pamela S Temus P, •nl,- un DD437139 Contractor/Agent is� P.erso all; 'VI�t to Mecgr,:. , drW/2009 Produced ID Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) N- IBI GAO -UP, Inc. IBI AUTHORIZATION #LB5610 ENGINEERS SURVEYORS PLANNERS LANDSCAPE ARCHITECTS ENVIRONMENTAL CONSULTANTS GROUP ENGLE 6'7 - / 7i,;1-- IBI 2200 PARK CENTRAL BLVD. N.. SUITE 100 2603 MAITLAND CENTER PARKWAY, SUITE C I GROUP POMPANO BEACH, FLORIDA, 33064 MAITLAND, FLORIDA. 32751 (954) 974-2200 (407) 660-2120 KAY' S LANDING PHASE 2 NATIONAL FLOOD INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE COMMUNITY NUMBER 120294 NORTHEAST 114 OF SECTION J4, TOWNSHIP 19 PANEL NUMBER 12117CO040E SOUTH, RANGE JO EAST, SEM/NOLE COUNTY, FLORID MAP REVISION 0511711995 BEINGS 00'14'40" E, AN ASSUMED MERIDIAN. FLOOD ZONE X ELEVATIONS DERIVED BY SITE BENCH MARKS SUPPLIED BY THE PLATTING SURVEYOR. L E G E N D L= ARCI DISTANCE A= CENTRAL ANGLE L. A/C = AIR CONDITIONER SLAB N CENTERLINE P E. = DRAINAGE EASEMENT P L.M.E. = LAKE MAINTENANCE EASEMENT P U.E. = UTILITY EASEMENT P F.F. FINISH FLOOR C FHYD. = FIRE HYDRANT L. W.M. = WATER METER E' W.V. WATER VALVE P = L =PF PC = F V. = C. L ELECTRIC SERVICE = POINT OF TANGENCY = EXISTING ELEVATION x \ Cl: A---1'44'56" LOT 119 \ R=2336.47' SET WITH NUMBER SS OTHERWISE NOTED L.B. 5610 OCURVATURE CURVATURE LOCATION SKETCH (NOT TO SCALE) SCALE: 1' = 30' D� \ L=71.32 11%j- i \ \ \CHORD BEARING=N29'50'37"W 6.46 \ rRA c r "F" CHORD=71.32 i No \ C1 6.43 LOT 112 FOUNDATION Nato L.B. V, \ \m ' 6. 45 £L. 33.9J' O / L.B. 56/0 i ,fl S Yam. O, 0- �s \ y�i� AN 6.46 � � / 16 \ 0 a C 6�ZZ C2: d=6'44'44" LOT 113 \ v� N&D R=125.00' \ L.B.. 34 72' L= 1 4.72 \ 145 CHORD BEARING=N29'00'07"W CHORD=14.71 ` I LEGAL DESCRIPTION.' Lot 112, Kay's Landing, Phase 2, according to the Plat thereof, as recorded in Plat Book 69, at Page 43-44, of the Public Records, Seminole County, Florida. NO TES: 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED J. PLAT AND RECORDED DIMENSIONS ARE THE SAME SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS AS MEASURED UNLESS OTHERWISE NOTED. DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL 4. LANDS SHOWN HEREON WE'RE NOT ABSTRACTED BY PURPOSES ONLY AND IS NOT VALID. ADDITIONS OR DELETIONS IBI GROUP, INC. FOR EASF..IIEIITS 141VD OR RIGHTS - TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING OF -WAY OF RECORD. PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN 5. LOCATIONS ARE LIVITED TO 1CV61.E 141FRO V!iVEN TS ONLY. CONSENT OF THE SIGNING PARTY OR PARTIES. 2. AES ARE TO THE ABOVE GROUND FOUNDAAON OF BUILDING. 6. THIS SURVEY DOES NOT ,4EFLECT OR DE•'ERMeW. OWNERSHIP. REVISIONS: DATE: BY: PLOT PLAN 3/6/07 JAM FOUNDATION 6/28/07 JAM 7. THIS SURVEY E.YCEEDS NE MINIMUM CLOSURE ACCURACY FOR A SUBUROAN SURVEY AS R£OUIR£D IN 6IG17-6.003 O�:.�RIDA A .,vimuM TECtmICAL STAND::.POS. Q0 Q0 r— U W O Ir C;a z o W. HERR P.L.S. PROFESSIONAL SURVEY R and MAPPER #4907 STATE OF FLORIDA 1TE OF SURVEY.• DRAvkN -CHZCKED FIELD 7 6/27/07 BY JAM 19Y RWH BO2�06OK 1 CITY OF SANFORD PERMIT APPLICATION Application # : IU-) " 1-) I _L I -1 Submittal Date: _ \'(PIJV )2 Job Address: L-Gti S r� t\,,_, � r +�1 �, Z- Value of Work: $ 7 �d50 • 03 Parcel ID: Zoning: Historic District: Description of Work: Square Footage: ................................... ...................... ...................................... 9........................ Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing�* Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Z Plumbing Repair- Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) ............................................................................................................;........... ADVANTAGE PLUMBING INC Property Owner: n�� Q �� r'-1 Contractor: Address: Address: SANFORD, FLORIDA 32772 1117 Phone: E-mail: Phone: State License Number: Cr—005-7adl Bonding Company: Mortgage Lender: Address: Address: Architect/Engineer: Phone: Address: Fax: Plan Review Contact Person: Phone: Fax: E-mail: 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. 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 1 will notify the owner of the property of the requiremeq uf Fla6dallfien Law, FS 713. /I lQ�f Signature of (Tuner/Agent Date Signatu o o gent Date/ ;T r,i+L, Print Owner/Agent's Name Print Contractor/Agent's Name ) -- LI4o Signature of Notary -State of Florida Date Signature of Notary -State of FMWRTHA Y. HARate Notary Public, State of Florida My comm. exp. Feb. 1, 2008 COMM, No, 00 258139 Owner/Agent is _ Personally Known to Me or Contractor/Agent is _ Personally Known to Me or Produced ID Produced ID APPROVALS: ZONING: Special Conditions: Rev 0212007 UTI L: FD: ENG: BLDG: OFFICE REVISION Project Summary Job: SPRINGFIELD 2125 1 Date: 2113/03 Entire House By: VT Del Air Htg,A/C And Refrig Project Information For: ENGLE HOMES LOT 112 KAY'S LANDING Notes: SPRINGFIELD 2125 Y RVSD: 5-30-07 TD Design Information Weather: Orlando, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 'F Design TD 32 °F Heating Summary Structure 42057 Btuh Ducts 4206 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 46263 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft') 2125 2125 Volume (ft3) 22694 22694 Air changes/hour 0.32 0.16 Equiv. AVF (cfm) 121 61 Heating Equipment Summary Make LENNOX Trade Model Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 37151 Btuh Ducts 3715 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.06 Equipment sensible load 40867 Btuh Latent Cooling Equipment Load Sizing Structure 2989 Btuh Ducts 2402 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 5391 Btuh Equipment total load 46258 Btuh Req. total capacity at 0.80 SHR 4.3 ton Cooling Equipment Summary Make LENNOX Trade Cond Coil 8.5 HSPF Efficiency 14 EER Sensible cooling 37fe;voocl �g h® 0 Btuh @ 47°F Latent cooling tt� 0 °F Total cooling t 1600 cfm Actual air flo m 0.035cfm/Btuh Air, fa 0' ► D 0.40 in H2O St ' e 0 H • Loa s I le eat ti . 0 Boldrtalic values have been man(lode Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wnghtsoft Right -Suite Residential 6.0.101 RSR20596 2007-Jun-11 14:01:56 ,4M E:\Files\ENGLE2002\Lott l2KLSpringfield\Lot112KLSpringfield.rrp Calc = MJ6 Orientation = N Page 1 Duct System Summary Y Summary Job: Date: S13/03 IELD2125 2/13/03 Entire House By: VT Del Air Htg,A/C And Refrig Project Information For: ENGLE HOMES LOT 112 KAY'S LANDING 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 0.06 in H2O 0.34 in H2O 0.17 / 0.17 in H2O 0.829 in/100ft 1600 cfm 41 ft Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.17 / 0.17 in H2O 0.829 in/100ft 1600 cfm Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FIR Diam (in) Rect Size (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk NOOK/KITCHEN c 3967 137 155 0.895 7 Ox 0 VIFx 38.0 0.0 1 NOOK/KITCHEN-A c 3967 137 155 1.097 7 Ox 0 VIFx 31.0 0.0 1 DIN/LIV/FOY-A h 5975 207 170 1.000 8 Ox 0 VIFx 34.0 0.0 1 DINILIV/FOY h 5975 207 170 0.829 8 Ox 0 VIFx 41.0 0.0 1 FAMILY -A c 5298 117 207 3.091 8 Ox 0 VIFx 11.0 0.0 FAMILY c 5298 117 207 3.778 8 Ox 0 VIFx 9.0 0.0 BATH2 c 147 3 6 3.091 4 Ox 0 VIFx 11.0 0.0 BDRM4 h 2303 80 54 1.478 5 Ox 0 VIFx 23.0 0.0 2 LAUNDRY c 1041 30 41 1.700 4 Ox 0 VIFx 20.0 0.0 2 BDRM3 h 3342 116 52 1.417 6 Ox 0 VIFx 24.0 0.0 2 BDRM2 h 2144 74 46 3.400 5 Ox 0 VIFx 10.0 0.0 MSTR BATH/WIC h 1258 44 20 2.833 4 Ox 0 VIFx 12.0 0.0 MSTR BATH/wIC-A c 239 9 9 4.250 4 Ox 0 VIFx 8.0 0.0 MSTR BATH/WIC-B c 239 9 9 4.857 4 Ox 0 VIFx 7.0 0.0 MSTR BDRM h 4542 157 150 1.789 7 Ox 0 VIFx 19.0 0.0 MSTR BDRM-A h 4544 157 150 1.789 7 Ox 0 VIFx 19.0 0.0 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam Rect Duct Duct Name Type (cfm) (cfm) FIR (fpm) (in) Size (in) Material Trunk 1 Peak AVF 687 650 0.829 643 14 0 x 0 VinlFlx 2 Peak AVF 225 146 1.417 646 8 0 x 0 VinlFlx C wnghtsoft Right -Suite Residential6.0.101 RSR20596 2007-Jun-I1 14:02:43 IC6E:\Files\ENGLE2002\Lott 12KLSpringfield\Lot112KLSpringfield.rrp Calc = MJB Orientation = N Page 1 AED Assessment Job: SIELD2125 Date: 2H 3/03 3/03 Entire House By: VT Del Air Htg,A/C And Refrig Project Information For: ENGLE HOMES LOT 112 KAY'S LANDING Design C• • • Location: Indoor: Heating Cooling Orlando, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (°F) 32 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 5.7 43.6 Dry bulb (°F) 38 93 Infiltration: Daily range (°F) - 17 ( M ) Wet bulb (°F) - 76 Wind speed (mph) 15.0 7.5 30 28 26 24 22 20 m 18 16 14 r, 12 10 Test for Adequate Exposure Diversity Hourly Glazing Load Hour of Day / H.My / A—W. AED trn¢ Maximum hourly glazing load exceeds average by 49.8%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 3889 Btuh (PFG - 1.3*AFG) Boldltalic values have been manually overridden „- wnghitsoft Right -Suite Residential6.0.101 RSR20596 2007-Jun-11 14:01:56 AC K E:\Files\ENGLE2002\Lott l2KLSpringfield\Lott l2KLSpringfield.rrp Calc = MJ8 Orientation = N Page 1 A. wrightsoft Right- J Worksheet Entire House Del Air Htg,A/C And Refrig Job: SPRINGFIELD 2125 Date: 2/13/03 By: VT 1 Room name Entire House NOOK/KITCHEN 2 Exposed wall 221.0 ft 41.0 ft 3 Ceiling height 10.7 It 12.0 It heat/cool 4 Room dimensions 13.0 x 22.0 ft 5 Room area 2126.0 ft' 286.0 W Ty Construction U-value Or HTM Area (W) Load Area (W) Load number (Btuh/ft'-°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Grass N/P/S Heat Cool 6 Vf/ 13A-4ocb 0.148 n 4.74 2.96 516 475 2250 1406 24 24 114 71 {�-GG 1Actom 1.270 n 40.64 31.36 32 0 1300 1003 0 0 0 0 1Aclom 1.270 n 40.64 31.36 9 0 366 282 0 0 0 0 13A-4ocb 0.148 a 4.74 2.96 275 162 767 480 0 0 0 0 11 1Aclom 1.270 a 40.64 67.65 38 0 1544 2571 0 0 0 0 1Aclom 1.270 a 40.64 67.65 18 3 732 1094 0 0 0 0 10A-m 1.670 a 53.44 43.20 24 7 1283 909 0 0 0 0 1Aclom 1.270 a 40.64 67.65 8 3 325 419 0 0 0 0 1Aclom 1.270 a 40.64 67.65 9 9 366 282 0 0 0 0 tAclom 1.270 a 40.64 67.65 16 8 650 808 0 0 0 0 VIr 13A-4ocb 0.148 s 4.74 2.96 639 583 2761 1726 276 276 1307 817 1Aclom 1.270 s 40.64 34.24 16 11 650 516 0 0 0 0 I�_-GG 1A-clomd 1.270 s 40.64 34.24 40 40 . 1626 1254 0 0 0 0 W 13A-4ocb 0.148 sw 4.74 2.9,6 64 64 303 189 0 0 0 0 13A-4ocb 0.148 w 4.74 2.96 488 310 1468 918 132 100 474 296 ,Adam 1.270 w 40.64 67.65 78 0 3170 5277 32 0 1300 2165 1Aclomd 1.270 w 40.64 67.65 ' 80 61 3251 3203 0 0 0 0 1Aclom 1.270 w 40.64 67.65 20 20 813 627 0 0 0 0 Vy 13A-4ocb 0.148 nw 4.74 2.96 60 44 208 130 60 44 208 130 t---G tAclom 1.270 nw 40.64 53.94 16 0 650 863 16 0 650 863 R 12B-0bw 0.097 - 3.10 1.07 310 292 906 312 0 0 0 0 9--D 11 A0 0.470 a 15.04 14.66 18 18 271 264 0 0 0 0 C 1613-30ad 0.032 1.02 1.75 2126 2126 2177 3721 286 286 293 501 C 16B-30ad 0.032 1.02 1.75 363 363 372 635 43 43 44 75 F 22A-tph 1.358 43.46 0.00 2126 221 9604 0 286 41 1782 0 6 c) AED excursion 3889 807 Envelope loss/gain 37813 32778 6172 5725 12 a) Infiltration 42" 1194 1023 288 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 0 0 Appliances Q 1200 2 1 18001 1 1 1200 Subtotal (lines 6 to 13) 42057 37151 7195 7213 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 42057 37151 7195 7213 15 Dud loads 1 10% 10% 4206 3715 10% 10% 719 721 Total room load 1 46263 40867 7914 7934 Air required (dm) 1600 1600 274 31 1 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. C Right -suite Residential 6.0.101 RSR20596 2007-Jun-11 14:01:56 tea` E:\Files\ENGLE2002\Lotl12KLSpringfield\Lotl12KLSpringfield.rrp Calc = MJ8 Orientation = N Page 1 wrleghtsofi- Right-.l Worksheet Entire House Del Air Htg,A/C And Refrig Job: SPRINGFIELD 2125 Date: 2/13/03 By: VT 1 Room name DIN/LlV/FOY FAMILY 2 Exposed wall 48.0 ft 17.0 ft 3 Ceding height 12.0 ft heat/cool 12.0 ft heat/cool 4 Room dimensions 18.0 x 23.0 ft 19.0 x 18.0 It 5 Room area 414.0 ft' 342.0 fl' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ftMF) (Btu ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 IL 13A-4ocb 0.148 n 4.74 2.96 60 60 284 178 0 0 0 0 IL-- 1A-c1om 1.270 n 40.64 31.36 0 0 0 0 0 0 0 0 CC tAclom 1.270 n 40.64 31.36 0 0 0 0 0 0 0 0 13A-4ocb 0.148 a 4.74 2.96 228 131 620 388 0 0 0 0 11 tAclom 1.270 a 40.64 67.65 38 0 1544 2571 0 0 0 0 1Ac1om 1.270 a 40.64 67.65 18 3 732 1094 0 0 0 0 10A-m 1.670 a 53.44 43.20 24 7 1283 909 0 0 0 0 1A-ctom 1.270 a 40.64 67.65 B 3 325 419 0 0 0 0 1Ac1om 1.270 a 40.64 67.65 9 9 366 282 0 0 0 0 1Actom 1.270 a 40.64 67.65 0 0 0 0 0 0 0 0 13A-4ocb 0.148 s 4.74 2.96 288 272 1288 805 0 0 0 0 1A-clom 1.270 s 40.64 34.24 16 11 650 516 0 0 0 0 to-ctomd 1.270 s 40.64 34.24 0 0 0 0 0 0 0 0 W 13A-4ocb 0.148 sw 4.74 2.96 0 0 0 0 36 36 170 107 13A-4ocb 0.148 w 4.74 2.96 0 0 0 0 168 68 322 201 tAclom 1.270 w 40.64 67.65 0 0 0 0 0 0 0 0 TE� 1Aclomd 1.270 w 40.64 67.65 0 0 0 0 80 61 3251 3203 1Aclom 1.270 w 40.64 67.65 0 0 0 0 20 20 813 627 Vy 13A-4ocb 0.148 nw 4.74 2.96 0 0 0 0 0 0 0 0 --G 1Aclom 1.270 nw 40.64 53.94 0 0 0 0 0 0 0 0 q 12B-0bw 0.097 - 3.10 1.07 0 0 0 0 0 0 0 0 L--D 11 A0 0.470 a 15.04 14.66 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 1.02 1.75 414 414 424 725 342 342 350 599 C 1613-30ad 0.032 1.02 1.75 63 63 65 110 88 88 90 154 F 22A-tph 1.358 43.46 0.00 414 48 2086 0 342 17 739 0 6 c) AED excursion -683 3703 Envelope loss/gain 9667 7313 5736 8593 12 a) Infiltration 1197 337 424 119 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 1 230 4 920 Appliances @ 1200 0 0 0 1 0 Subtotal (lines 6 to 13) 10864 7880 6160 9633 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 10864 7880 6160 9633 15 Duct loads 1 10% 10% 1086 788 10% 10% 616 963 Total room load 1 11950 8668 6776 10596 Air required (cfm) 413 339 234 415 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr�ghtsca%t Right -Suite Residential6.0.101 RSR20596 2007-Jun-11 14:01:56 145 'A E:\Files\ENGLE2002\Lo1112KLSpringfield\Lotl12KLSpringfield.rrp Calc = MJ8 Orientation = N Page 2 W Nghtsoft- Right-1 Worksheet Entire House Del Air Htg,A/C And Refrig Job: SPRINGFIELD 2125 Date: 2/13103 By: VT 1 Room name BATH2 BDRM4 2 Exposed wall 0.0 ft 16.0 ft 3 Ceiling height 9.4 ft heat/cool 9.4 ft heat/cool 4 Room dimensions 12.0 x 6.0 ft 12.0 x 13.0 ft 5 Room area 72.0 ft' 156.0 ft' Ty Construction U-value Or HTM Area (W) Load Area (ft') Load number (Btuh/ft'-°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy 13A-4ocb 0.148 n 4.74 2.96 0 0 0 0 0 0 0 0 1L--GG 1A-ctom 1.270 n 40.64 31.36 0 0 0 0 0 0 0 0 1Ac1om. 1.270 . n 40.64 31.36 0 0 0 0 0 0 0 0 13A-4ocb 0.148 a 4.74 2.96 0 0 0 0 47 31 147 92 11 1Aclom 1.270 a 40.64 67.65 0 0 0 0 0 0 0 0 1Ac1om 1.270 a 40.64 67.65 0 0 0 0 0 0 0 0 10A-m 1.670 a 53.44 43.20 0 0 0 0 0 0 0 0 to-clom 1.270 a 40.64 67.65 0 0 0 0 0 0 0 0 1A-c1om 1.270 a 40.64 67.65 0 0 0 0 0 0 0 0 1Ac1om 1.270 a 40.64 67.65 0 0 0 0 16 8 650 808 V►/ 13A4ocb 0.148 s 4.74 2.96 0 0 0 0 0 0 0 0 {L-_�G 1Aclom 1.270 s 40.64 34.24 0 0 0 0 0 0 0 0 ,A-clomd 1.270 s 40.64 34.24 0 0 0 0 0 0 0 0 W 13A4ocb 0.148 sw 4.74 2.96 0 0 0 0 0 0 0 0 Vu w 2.65 0 0 0 0 0 0 0 0 ,A-clocb ,A-ctom 1.148 1.270 w 0.64 40.6.4 67.65 0 0 0 0 0 0 0 0 IA-clomd 1.270 w 40.64 67.65 0 0 0 0 0 0 0 0 1Ac1om 1.270 w 40.64 67.65 0 0 0 0 0 0 0 0 Vy 13A4ocb 0.148 nw 4.74 2.96 0 0 0 0 0 0 0 0 ' G 1Aclom 1.270 nw 40.64 53.94 0 0 0 0 0 0 0 0 q 12B-bbw 0.097 - 3.10 1.07 0 0 0 0 103 103 320 110 O 11 A0 0.470 a 15.04 14.66 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 1.02 1.75 72 72 74 126 156 156 160 273 C 1613-30ad 0.032 1.02 1.75 11 11 11 19 24 24 25 42 F 22A-toh 1.358 43.46 0.00 72 0 0 0 156 16 695 0 6 c) AED excursion -12 -109 Envelope loss/gain 85 134 1996 1215 12 a) Infiltration 0 0 98 27 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances Q 1200 0 0 0 0 Subtotal (lines 6 to 13) 85 134 1 2094 1243 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 85 134 2094 1243 15 Duct loads 10% 10% 81 13 10% 10% 209 124 Total room load 1 1 93 147 1 2303 1367 Air required (cfm) 3 6 80 54 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. t wrvC-:1 soft Right -Suite Residential 6.0.101 RSR20596 2007-Jun-1114:01:56 t` E:\Files\ENGLE2002\Lot112KLSpringfield\Lott 12KLSpringfield.rrp Calc = MJ8 Orientation = N Page 3 wtightsoft- Right-1 Worksheet Entire House Del Air Htg,A/C And Refrig Job: SPRINGFIELD 2125 Date: 2/13/03 By: VT 1 Room name LAUNDRY BDRM3 2 Exposed wall 7.0 ft 26.0 ft 3 Ceiling height 9.4 It heat/cool 9.4 It heat/cool 4 Room dimensions 7.0 x 8.0 ft 15.0 x 11.0 ft 5 Room area 56.0 ft' 165.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'--'F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy 13A.4ocb. 0.148 n 4.74 2.96 0 0 0 0 103 87 412 258 ;ECG, to-ctom 1.270 n 40.64 31.36 0 0 0 0 , 16 0 650 502 1A-clom 1.270 n 40.64 31.36 0 0 0 0 0 0 0 0 13A-4ocb 0.148 a 4.74 2.96 0 0 0 0 0 0 0 0 11 IA-clom 1.270 a 40.64 67.65 0 0 0 0 0 0 0 0 IA-clom 1.270 a 40.64 67.65 0 0 0 0 0 0 0 0 10A-m 1.670 a 53.44 43.20 0 0 0 0 0 0 0 0 to-clom 1.270 a 40.64 67.65 0 0 0 0 0 0 0 0 IA-ctom 1.270 a 40.64 67.65 0 0 0 0 0 0 0 0 1A-c1om 1.270 a 40.64 67.65 0 0 0 0 0 0 0 0 V�/ 13A4ocb 0.148 s 4.74 2.96 0 0 0 0 0 0 0 0 �G 1A-clom 1.270 s 40.64 34.24 0 0 0 0 0 0 0 0 L-G to-clomd 1.270 s 40.64 34.24 0 0 0 0 0 0 0 0 W 13A-4ocb 0.148 sw 4.74 2.96 0 0 0 0 0 0 0 0 0.148 w 4.74 2.96 0 0 0 0 0 0 0 0 TE�13A-4octi to-clom 1.270 w 40.64 67.65 0 0 0 0 0 0 0 0 ,A-clomd 1.270 w 40.64 67.65 0 0 0 0 0 0 0 0 1A-clom 1.270 w 40.64 67.65 0 0 0 0 0 0 0 0 VLG13A4ocb 0.148 nw 4.74 2.96 0 0 0 0 0 0 0 0 1A-clom 1.270 nw 40.64 53.94 0 0 0 0 0 0 0 0 R 12B-0bw 0.097 - 3.10 1.07 66 48 149 51 141 141 438 150 t--D .11 A0 0.470 a 15.04 14.66 18 18 271 264 0 0 0 0 C 1613-30ad 0.032 1.02 1.75 56 56 57 98 165 165 169 289 C 16B-30ad 0.032 1.02 1.75 9 9 9 16 25 25 26 44 F 22A-toh 1.358 43.46 0.00 56 7 304 0 165 26 1130 0 6 c) AED excursion -83 -105 Envelope loss/gain 790 346 2824 1137 12 a) Infiltration 0 0 214 60 b Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 1 600 0 0 Subtotal (lines 6 to 13) 790 946 1 3038 1198 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 790 946 3038 1198 15 Duct loads 10% 10% 79 95 10% 10% 304 120 Total room load 870 1041 3342 1317 Air required (cfm) 30 41 116 52 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr7gh>Ksoft Right -Suite Residential 6.0.101 RSR20596 2007-Jun-11 14:01:56 E:%Files\ENGLE200ZLot112KLSpringfieldU-otl12KLSpringfield.rrp Calc = MJB Orientation = N Page 4 wrilghtsoft- Right-J Worksheet Entire House Del Air Htg,A/C And Refrig Job: SPRINGFIELD 2125 Date: 2/13/03 By: VT 1 Room name BDRM2 MSTR BATHNVIC 2 Exposed wall 11.0 ft 10.0 ft 3 Ceding height 9.4 ft heat/cool 9.4 ft heat/cool 4 Room dimensions 15.0 x 11.0 ft 19.0 x 10.0 ft 5 Room area ft 165.0 ' 190.0 ft' Ty Construction U-value Or HTM Area (W) Load Area (ft') Load number (Btuh/ft'--°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VII 13A-4ocb 0.148 n 4.74 2.96 103 87 412 258 94 85 403 252 1A-clom 1.270 n 40.64 31.36 16 0 6W 502 0 0 0 0 I;--(Gi, 1A-clom 1.270 n 40.64 31.36 0 0 0 0 9 0. 366 282 13A-4ocb 0.148 a 4.74 2.96 0 0 0 0 0 0 0 0 11 to-clom 1.270 a 40.64 67.65 0 0 0 0 0 0 0 0 to-clom 1.270 a 40.64 67.65 0 0 0 0 0 0 0 0 10A-m 1.670 a 53.44 43.20 0 0 0 0 0 0 0 0 1 A-c 1 om 1.270 a 40.64 67.65 0 0 0 0 0 0 0 0 1 A-c 1 om 1.270 a 40.64 67.65 0 0 0 0 0 0 0 0 1A-clom 1.270 a 40.64 67.65 0 0 0 0 0 0 0 0 Vy 13A-4ocb 0.148 s 4.74 2.96 0 0 0 0 0 0 0 0 1A-clom 1.270 s 40.64 34.24 0 0 0 0 0 0 0 0 1F_---_C,G 1A-clomd 1.270 s 40.64 34.24 0 0 0 0 0 0 0 0 W 13A-4 cb 0.148 sw 4.74 2.96 0 0 0 0 0 0 0 0 V[-G.13A-4ocb .148 w . 2. 0 0 0 0 0 0 0 0 1 A-c 1 am 1,270 w 400.664 67.6655 0 0 0 0 0 0 0 0 1A-clomd 1.270 w 40.64 67.65 0 0 0 0 0 0 0 0 1A-clom 1.270 w 40.64 67.65 0 0 0 0 0 0 0 0 Vy 13A-4ocb 0.148 nw 4.74 2.96 0 0 0 0 0 0 0 0 �{ IA-clom 1.270 nw 40.64 53.94 0 0 0 0 0 0 0 0 q 12B-0bw 0.097 - 3.10 1.07 0 0 0 0 0 0 0 0 t---D 11 A0. 0.470 a 15.04 14.66 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.02 1.75 165 165 169 289 190 190 195 333 C 1613-30ad 0.032 1.02 1.75 25 25 26 44 29 29 30 51 F 22A-toh 1.358 43.46 0.00 165 11 478 0 190 10 435 0 6 c) AED excursion -93 -78 Envelope loss/gain 1735 999 1427 839 12 a) Infiltration 214 60 195 55 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 01 0 0 Subtotal (lines 6 to 13) 1949 1059 1 1623 894 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1949 1059 1623 894 15 Duct loads 1 10% 10% 195 106 10% 10% 162 89 Total room load I 2144 1165 1785 983 Air required (cfm) 1 74 46 62 38 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr-�gf �tSof Right -Suite Residential6.0.101 RSR20596 2007-Jun-11 14:01:56 E:\Files\ENGLE2002\Lot112KLSpringfield\Lot112KLSpringfield.rrp Calc = MJ8 Orientation = N Page 5 + wrightsoft Right-J Worksheet Entire House Del Air Htg,A/C And Refrig Job: SPRINGFIELD 2125 Date: 2/13/03 By: VT 1 Room name MSTR BDRM 2 Exposed wall 45.0 ft 3 Ceding height 9.4 ft heat/cool 4 Room dimensions 20.0 x 14.0 ft 5 Room area 280.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area Load number (Btuh/ftMF) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat cool 6 13A-4ocb 0.148 n 4.74 2.96 132 132 625 391 1Actom 1.270 n 40.64 31.36 0 0 0 0 1Ac1om 1.270 n 40.64 31.36 0 0 0 0 13A-4ocb 0.148 a 4.74 2.96 0 0 0 0 11 1Aclom 1.270 a 40.64 67.65 0 0 0 0 1Ac1om 1.270 a 40.64 67.65 0 0 0 0 10A-m 1.670 a 53.44 43.20 0 0 0 0 1A-clom 1.270 a 40.64 67.65 0 0 0 0 1A-clom 1.270 a 40.64 67.65 0 0 0 0 tAclom 1.270 a 40.64 67.65 0 0 0 0 13A-4ocb 0.148 s 4.74 2.96 75 35 166 104 1A-clom 1.270 s 40.64 34.24 0 0 0 0 1A-c1omd 1.270 s 40.64 34.24 40 40 1626 1254 W 13A-4ocb 0.148 sw 4.74 2.96 28 28 133 83 V[E� 13A-4om w 146 142 420 1Ac1om 1.148 1.270 w 0.64 40.64 7.65 67.65 46 0 869 1869 3112 112 1Aclomd 1.270 w 40.64 67.65 0 0 0 0 1Aclom 1.270 w 40.64 67.65 0 0 0 0 13A4ocb 0.148 nw 4.74 2.96 0 0 0 0 1A-clom 1.270 nw 40.64 53.94 0 0 0 0 t12B-0bw 0.097 - 3.10 1.07 0 0 0 0 -D 11A0 0.470 a 15.04 14.66 0 0 0 0 C 16B-30ad 0.032 1.02 1.75 280 280 287 490 C 166-30ad 0.032 1.02 1.75 46 46 47 81 F 22A-toh 1.358 43.46 0.00 280 45 1956 0 6 c) AED excursion 542 Envelope loss/gain 7380 6476 12 a) Infiltration 879 247 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 1 230 Appliances @ 1200 0 0 Subtotal (lines 6 to 13) 8260 6953 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 8260 6953 15 Dud loads 1 10% 10%1 826 695 Total room load I 1 1 9086 7649 Air required (dm) 314 299 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr�ghttOfk Right -Suite Residential6.0.101 RSR20596 2007-Jun-11 14:01:56 AaA E:1Files\ENGLE20021Lot112KLSpringfieldlLotl12KLSpringfield.rrp Calc = MJ8 Orientation = N Page 6 COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 107-76046 DATE: BUILDING PERMIT NUMBER: �0"Iq_4ITY), COUNTY NUMBER: UNIT ADDRESS: 4'-' r -'`, "W<, , 41 , " C TRAFFIC ZONE: JURISDICTION: 06 CITY OF SANFORD SEC: , TWP : It RNG : PARCEL: SUBDIVISION: _..�_`'At ` 1'r s( `�i y'° CT: PLAT BOOK: ' PLAT BOOK PAGE V `q BLOCK: LOT: =� OWNER NAME: ADDRESS: 7 7-5,U ^; 77 7,73 ice,wle 7) APPLICANT NAME: ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER #F 4 TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS -ARTERIALS CO -WIDE 0 dwl unit $ 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH 0 dwl unit $ 000.00 1 $ 000.00 LIBRARY CO -WIDE 0 SCHOOLS CO -WIDE 0 STATEMENT RECEIVED BY: �' r�� u !r" (PLEASE PRINT NAME) dwl unit $ 54.00 1 $ 54.00 dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,143.00 SIGNATURE: " _,�<.1 i .�. �lc.•i « .` 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 PIIOR TO' ISSUANCE' OF A BUILDING PERMIT. PERSONS ARE ALSO A6VISED•XHaT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THEE'CAL_CULATibNS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES`' MUST BE'" EXERCISED BY FILING A WRITTEN REQUEST—JAITHIN 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******************** Re d &J-e CITY OF SANFORD PERMIT APPLICATION Permit # Job Address: Description of Work: Historic District: NO Zoning: Date: / / 7 Permit Type: Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential X Non -Residential Replacement New (Duct Layout & Energy Calc. 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 Engle Homes, Orlando, Inc. 11315 Corporate Blvd., #250. Orlando 3281 7 Phone: (407) 249-3500 Contractor Name & Address: William Colby Franks 11301 Corporate Blvd., #303, Orlando State LicenseNumher: CGC1507971 Phone&Fax: 407-249-3500/407-31 3-�Co tAfi'irs 7 Valerie/Ke Phone: 407-249-3500 Bonding Company: N/A Address: Mortgage Lender: N / A Address: Architect/Engineer: Residential Design Services Phone: 407-246-1080 Address: 3301Bartlett Blvd. , Orlando 32811 Fax: 407-2460-0094 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. (IWNER'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 govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requireme s of lorid ien w, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date / Wiliam Colby Franks Print Owner/Agent's Name ,Print Contractor/Agent's Name // /U -7 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date �Y•^�� ValerieLFurrer ?.}n MYCOMM910N# DD205915 EXPIRES ?►'•:,•'o May 25, 2007 BONDED iHRU TROY FAIN INSU?ANCF. INC Owner/Agent is _ Personally Known to Me or Contractor/Aeent is ersonally Known to Me or Produced ID Produced ID APPROVALS: ZONING: ' 1� A u 3 UTIL: FD: ENG: Special Conditions: ��-BLDG.: � Rev 03/2006 S 1 1 L.I I.ILu..IIIu1UIlatlalla11111111ulllllIli 111ll1411 Permit Number o Parcel Identification Number, Prepared by: Valerie Furrer / Kekalani Vazquez r Return to: Engle Homes Orlando 11315 Corporate Blvd ste 250 Orlando,FI 32817 NOTICE OF COMMENCEMENT State of FLORIDA County of SEMINOLE MARYANNE MORSE, CLERK OF CIRCUIT COURT / /Ai"OLE COUNTY BK 06629 Pg 1558 i Q pg ) CLERK'S # 2007041698 RECORDED 03/20/2007 10:09:59 AN RECORDING FEES 10.00 RECORDED BY H DeVore The undersigned hereby gives notice that Improvement(s) will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information Is provided In this Notice of Commencement. Description of property (legal- description of the property, and street address If available) Kay's Landing Phase 2, Sec-34, Twsp-19, Rge-30, PB-69, Pages43-44, Lot # 112 - 449 Kays Landing Drive in Seminole County 2. General description of Improvement(s) Single Family Residence 3. Owner information Name Engle Homes/Orlando Inc. Telephone Number 407-281-4480 Address 11315 Corporate Blvd. #250 Fax Number 407-281-7766 Orlando, FI 32817 Interest In Property: Fee Simple 4. Fee Simple Title Holder (if other than owner shown above.) Name Telephone Number Address Fax Number Contractor Engle Homes/Olrando 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 $ N/A Telephone Number Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Engle Homes/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 unless a different date Is specified): �l lei l�'i I Is one year from the date of recording Date Signed Sig lure of Owner Note: per §713.13(1)(g), "owner must sign ...and no one else may be permitted to sign in his or her stead." Sworn to and subscribed before me this % 9yL:day of M O-46,4 - .20 67 by WILLIAM COLBY FRANKS who is X personally known to me OR produced as identification. Signature of Notary (notarial seal to appear below) CER-11 IED COPY M ^ A 1, rnaRsE C L c i'FoRn 1 W- 1 JOGPf3r 1 J_ to 20_ SEMI;: jam ITY. FLORIDR4 BY _ _ DEPUF .LFRK Valerio L Furrer ;A *- MY COMMISSION # DD205915 EXPIRES .� . May 25, 2007 '%;e'•••'o; LONDCD IHRU TROY FAIN INSURANCE INC „or cyr M �,!) 9 0 9007 POWER OF ATTORNEY Date: yljlb -7 I hereby name and appoint Valerie Furrer / KeKalani Vazquez of Engle Homes Orlando to be my lawful attorney in fact to act for me and apply to the Orange County Building Department for a Residential Building permit for work to be performed at a location described as: Section 34, Township 19 , Range 30, Lot 112, Block Subdivision: Kay's Landing Phase 2 Address of Job: 449 Kays Landing Drive, Sanford 32771 Owner of Property and Address : Engle Homes Orlando H 301 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 3"� day of , 2607 , by William Colby Franks, who personally appeared before me and acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Personally Known Produced Identification Typ of Identificatio Signature of Notary Public, State of Florida Kimberly Kaminer Print or Type Name of Notary Public (Seal) o�Pa'r P(,e�, Kimberly Kaminer Commission # DD425691 .4 oY Expires May 4, 2009 1 OF �� Bondee 1— Fam - insurance. Inc 800.385.7019 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 .�' D"m iawj&om, CFA, ASA r� (P'' ' PROPERTY o APPRAISER\ SEMINOLE COUNTY FL. x 1 101 E. FIRST ST " i. SAMFORD, FL 32771 •7 46a t 407-665-7506 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 34-19-30-520-0000-1120 Number of Buildings: 0 Owner: TOUSA HOMES INC Depreciated Bldg Value: $0 Mailing Address: 11315 CORPORATE BLVD STE 250 Depreciated EXFT Value: $0 City,State,ZipCode: ORLANDO FL 32817 Land Value (Market): $62,000 Property Address: 449 KAYS LANDING DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: KAYS LANDING PHASE 2 Just/Market Value: $62,000 Tax District: S1-SANFORD Assessed Value (SOH): $62,000 Exemptions: Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $62,000 Tax Estimator SALES Deed Date Book Page Amount VacAmp Qualified 2006 VALUE SUMMARY CORRECTIVE 05/2006 06253 0971 $100 Vacant No 2006 Tax Bill Amount: $1,220 DEED 2006 Taxable Value: $62,000 SPECIAL 03/2006 06172 0035 $1,077,800 Vacant No DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS: Pick... Method Units Price Value LOT 112 KAYS LANDING PHASE 2 PB 69 LOT 0 0 1.000 62,000.00 $62,000 PGS 44 - 44 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "` Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/i-e_web.seminole_couiity_title`?parcel=34193052000O01 120&c... 3/19/2007 r; FORM 60OA-2004R EnergyGauge® 4.5 FLORIDA ENER&f FIFF191,CY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: SPRINGFIELD e--)-- Builder: ENGLE HOMES Address: �� 1�L� 7te ��,�ermitting Office: Permit Number: �0 � j City, State: 4rf 01 r1--1 �a Owner: Jurisdiction Number: (pq I -Soo Climate Zone: I . New construction or existing New 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 2125 ft' 7. Glass type and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default)401.0 ft' _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)401.0 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 221.0(p) li _ b. N/A - c. N/A _ 9. Wall types a. Concrete, Int Insul, Exterior R=5.0, 1641.0 ft' _ b. Frame, Wood, Adjacent R=1 1.0, 292.0 ft' _ c. N/A - d. N/A - e. N/A - 10. Ceiling types a. Under Attic R=30.0, 2126.0 ft' b. Under Attic R=30.0, 363.0 ft' _ c. N/A - 11. Ducts - a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft b. N/A - 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump Cap: 47.0 kBtu/hr SEER: 14.00 Cap: 47.0 kBtu/hr _ HSPF: 8.50 b, N/A _ c. N/A PLANS REVIEWED 14. Hot at to s Or- SANFORD a. Electric Resistance Cap: 50.0 gallons _ EF: 0.90 b. N/A c. Conservation credits _ (1IR-Beat recovery, Solar DI-IP-Dedicated heat pump) 15. HVAC credits PT. _ (CF-Ceiling fan, CV -Cross ventilation, I -IF -Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-1-1-Multizone heating) Glass/Floor Area: 0.19 Total as -built points: 26981 PASS Total base points: 27678 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 Floridan ergy Code. OWNER/AGENT: DATE: % Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.5) �TViE STg �vT�O fill, o FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT tt: BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2125.0 24.35 9314.0 1.Single, Clear W 1.0 8.0 78.0 57.68 0.99 4447.0 2.Single, Clear NW 11.0 11.0 22.0 40.72 0.65 580.0 3.Single, Clear S 1.0 8.0 16.0 48.22 0.98 755.0 4.Single, Clear W 10.0 11.0 80.0 57.68 0.57 2611.0 5.Single, Clear W 10.0 3.0 20.0 57.68 0.39 451.0 6.Single, Clear N 1.0 6.0 32.0 30.19 0.97 941.0 7.Single, Clear S 19.0 9.4 40.0 48.22 0.50 955.0 8.Single, Clear E 1.0 10.0 38.0 63.97 0.99 2416.0 9.Single, Clear E 1.0 4.0 18.0 63.97 0.92 1055.0 10.Single, Clear E 7.0 11.0 24.0 63.97 0.66 1008.0 11.Single, Clear E 7.0 11.0 8.0 63.97 0.66 336.0 12.Single, Clear E 7.0 3.0 9.0 63.97 0.38 220.0 13.Single, Clear E 7.0 9.0 16.0 63.97 0.59 608.0 As -Built Total: 401.0 16383.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 292.0 0.70 204.4 1. Concrete, Int Insul, Exterior 5.0 1641.0 1.00 1641.0 Exterior 1641.0 1.90 3117.9 2. Frame, Wood, Adjacent 11.0 292.0 0.70 204.4 Base Total: 1933.0 3322.3 As -Built Total: 1933.0 1845.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 1.Adjacent Wood 18.0 2.40 43.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 28.8 As -Built Total: 18.0 43.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2489.0 2.13 5301.6 1. Under Attic 30.0 2126.0 2.13 X 1.00 4528.4 2. Under Attic 30.0 363.0 2.13 X 1.00 773.2 Base Total: 2489.0 5301.6 As -Built Total: 2489.0 5301.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 221.0(p) -31.8 -7027.8 1. Slab -On -Grade Edge Insulation 0.0 221.0(p -31.90 -7049.9 Raised 0.0 0.00 0.0 Base Total: -7027.8 As -Built Total: 221.0 -7049.9 EnergyGauge® DCA Form 60OA-2004R EnergyGauge&FIaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: " " " PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2125.0 14.31 30408.8 2125.0 14.31 30408.8 Summer Base Points: 41347.6 Summer As -Built Points: 46932.0 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 47000btuh ,SEER/EFF(14.0) Ducts: Unc(S).Unc(R),Int(AH),R6.0(INS) 46932 1.00 (1.09 x 1.150 x 0.85) 0.244 0.950 11606.8 41347.6 0.3250 13438.0 46932.0 1.00 1.069 0.244 0.950 11606.8 EnergyGauge'" DCA Form 60OA-2004R EnergyGaugeWFIaRES'2004 FLRCSB A.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2125.0 9.11 3485.0 1.Single, Clear W 1.0 8.0 78.0 13.25 1.00 1033.0 2.Single, Clear MN 11.0 11.0 22.0 14.97 0.99 326.0 3.Single, Clear S 1.0 8.0 16.0 9.90 1.00 157.0 4.Single, Clear W 10.0 11.0 80.0 13.25 1.08 1145.0 5.Single, Clear W 10.0 3.0 20.0 13.25 1.12 295.0 6.Single, Clear N 1.0 6.0 32.0 15.07 1.00 481.0 7.Single, Clear S 19.0 9.4 40.0 9.90 2.22 879.0 8.Single, Clear E 1.0 10.0 38.0 12.37 1.00 471.0 9.Single, Clear E 1.0 4.0 18.0 12.37 1.02 226.0 10.Single, Clear E 7.0 11.0 24.0 12.37 1.09 323.0 11.Single, Clear E 7.0 11.0 8.0 12.37 1.09 107.0 12.Single, Clear E 7.0 3.0 9.0 12.37 1.30 144.0 13.Single, Clear E 7.0 9.0 16.0 12.37 1.12 221.0 As -Built Total: 401.0 5808.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 292.0 1.80 525.6 1. Concrete, Int Insul, Exterior 5.0 1641.0 2.90 4758.9 Exterior 1641.0 2.00 3282.0 2. Frame, Wood, Adjacent 11.0 292.0 1.80 525.6 Base Total: 1933.0 3807.6 As -Built Total: 1933.0 5284.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 1.Adjacent Wood 18.0 5.90 106.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 72.0 As -Built Total: 18.0 106.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2489.0 0.64 1593.0 1. Under Attic 30.0 2126.0 0.64 X 1.00 1360.6 2. Under Attic 30.0 363.0 0.64 X 1.00 232.3 Base Total: 2489.0 1593.0 As -Built Total: 2489.0 1593.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 221.0(p) -1.9 419.9 1. Slab -On -Grade Edge Insulation 0.0 221.0(p 2.50 552.5 Raised 0.0 0.00 0.0 Base Total: 419.9 As -Built Total: 221.0 552.5 EnergyGaugeG DCA Form 60OA-2004R EnergyGauge&FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2125.0 -0.28 -595.0 2125.0 -0.28 -595.0 Winter Base Points: 7942.7 Winter As -Built Points: 12749.2 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 47000 btuh ,EFF(8.5) Ducts: Unc(S),Unc(R),Int(AH),R6.0 7942.7 0.5540 4400.2 12749.2 1.000 (1.078 x 1.160 x 0.87)0.402 12749.2 1.00 1.093 0.402 0.950 0.950 5315.1 5315.1 EnergyGauge TM DCA Form 60OA-2004R EnergyGaugeO/FlaRES'2004 FLRCSB A.5 FORM 60OA-2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2460.00 9840.0 50.0 0.90 4 1.00 2514.67 1.00 10058.7 As -Built Total: 10058.7 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 13438 4400 9840 27678 11607 5315 10059 26981 PASS � o�TxE srq 6D WE:v� EnergyGaugeT"' DCA Form 60OA-2004R EnergyGaugeg/RaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area* .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at 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, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses .1.ABC.1.2.5 Air barrier on perimeter of floor cavil between floors. Additional Infiltration regts f66O6.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked ci breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 1607.1 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 TM DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.7 The higher the score, the more efficient the home. I. New construction or existing New 2. Single family or multi -family Single family 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (111) 2125 ft' _ 7. Glass typel and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default)401.0 ft' b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)401.0 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 221.0(p) fl _ b. N/A _ c. N/A _ 9. Wall types a. Concrete, Int Insul, Exterior R=5.0, 1641.0 fl' _ b. Frame, Wood, Adjacent R=1 1.0, 292.0 ft' _ c. N/A _ d. N/A _ e. N/A _ 10. Ceiling types a. Under Attic R=30.0, 2126.0 ft' _ b. Under Attic R=30.0, 363.0 fl' _ c. N/A _ 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 fl _ 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, M7_-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: 47.0 kBtu/hr _ SEER: 14.00 Cap: 47.0 kBtu/hr FISPF: 8.50 Cap: 50.0 gallons _ EF: 0.90 PT, ��DF THE STgT� 0 rvnr �O xt'c"'A_V *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 EnergySta/mdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. I Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on ages 2&4. EnergyGauge® (Version: FLRCSpB v4.�) Project Summary I" Entire House Del Air Htg,A/C And Refrig 109 Commerce Street. Lake Mary, FL 32746 Phone: 407-831-2665 Fax: 407-333-3853 Web: www.delair.com Project Information For. 8V3.E HXES Notes: SPPJ\KTE D 2125 Job: SPRINGFIELD 2125 Date: 2/13/03 By: VT Desian Information,+ Vueather Orlando, F� US /t Winter Design Co i ions �` Summer Design Condition Inside Outside db 70 F Inside dOulSideb b 7755 F !% Design TD 28 °F Design 1range M 'F / Relative humidity 50 % Moisture difference 44 grAb 4 Heating Summ Sensible Cooling Equipmentl 'oad Sizing Building heat loss 42945 Btuh Stru� h Ventilation air 38 cfm Ventilation Ventilation air loss 1161 Btuh Design temperature swing 3jl'�a 0 °'h Design heat bad 44106 Btuh Use mfg. data yy Ratetswing multiplier Infiltration Total sens. equip. bad C,1 Btuh Miell10d Si Latent Cooling Equid Sizing Construction quality A rage Fireplaces 0 ns 1200 Btuh Ventilation 1118 Btuh Area ft1111101111111111 tin Coohn 'Infiltration Btuh Volume (ft� Total latent eq��ip load 5674 Btuh AirchamesMour T50 025 Tod bad 45965 Btuh Equiv. AVVFF (dm) 9 Req. � at SHR 4.2 ton Heating Equipment Summary / Coling Eq ipment Summary Male LBW UC Maw l BJC Trade Model Trade Cond Efficiency 8.5 HSPF Coil ci 14 EER Hleahig �LAp A 0 Btuh 47-F Latent c dfi.M g 9400 Btuh aoofi�n9�� 9400 Btuh Temperature rise 0 °F Total Cooling 47000 Btuh Actual air flaw 1600 cfm Actual air flaw 1600 cfm Air flow factor 0.037 cfITv%h Air flow fad • r 0.040 dm/Btuh Static pressure 0.40 n H2O Static preAm0.40 in H2O Space >herrr>osiat Load sensi heat ratio 88 Bold/italic values have been manually overridden Printout Certified by ACCA to mt all requirements of Manual J 8th Ed. wrIghtsoft Right -Suite Residential 5.9.10 RSR32731 2007-Mar-10 11:25:00 ACC', E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rrp Calc = MJB Orl lion = SW Page 1 Duct System Summary Job: SPRINGFIELD2125 Date: 2/13/03 Entire House By: VT Del Air Htg,A/C And Refrig 109 Commerce Street, Lake Mary, FL 32746 Phone: 407.831.2665 Fax: 407-333-3853 Web: www.delair.com For. B\G E HJVES 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 n H2O 0.06 in H2O 0.34 in H2O 0.17/0.17 nFQO 0.829 in/100ft 1600 cf m 41 ft Cooling 0.40 in H2O 0.06 in H2O 0.34 n H2O 0.17/0.17 nH2O 0.829 in/100ft 1600 cfm Nam Design (Btuh) F tg (dm) Clg (ctm) Design RR Diam (In) Red Size (in) Duct Matl Actual Ln (ft) Ftg.Ec{v Ln (ft) Tn * NOOK/KITCHEN h 3979 148 135 0.895 7 Ox0 VIFX 38.0 0.0 1 NOOK/KITCHEN-A h 3978 148 135 1.097 7 Ox0 VIFx 31.0 0.0 1 DIN/LIV/FOY-A h 55U 207 191 1.000 8 0X0 VIFX 34.0 0.0 1 DIN/LIV/FOY h 5552 207 191 0.829 8 NO VIFx 41.0 0.0 1 FAMILY -A C 4452 115 180 2.833 7 Ox0 VIFx 12.0 0.0 FAMILY c 4452 115 180 3.778 7 NO VIFx 9.0 0.0 BATH2 C 160 3 6 3.091 4 Ox0 VIFx 11.0 0.0 BDRM4 h 20% 77 47 1.478 5 0x0 VIFx 23.0 0.0 2 LAUNDRY c 1132 28 46 1.700 4 IN VIFx 20.0 0.0 2 BDRM3 h 3040 113 76 1.417 6 Ox0 VIFx 24.0 0.0 2 BDRM2 h 1992 74 69 3.400 5 Ox0 VEx 10.0 0.0 MSTR BATH/WIC h 956 36 17 2.833 4 NO VEx 12.0 0.0 MSTR SATH/WIC-A C 200 7 8 4250 4 NO VIFx 8.0 0.0 MSTR BATH/WIC-B C 200 7 8 4.857 4 Ox 0 VIFx 7.0 0.0 MSTR BDRM-A h 4213 157 155 2267 7 IN VEx 15.0 0.0 MSTR BDRM h 4213 157 155 1.789 7 Ox0 MFX 19.0 0.0 TrUr* Ft9 Clg Design Veloc Diam Red Duct Dud l3Te Type (cm) (Cfm) FIR (fpm) (in) Size (in) Material TRmk 1 PeakAVF 710 653 0.829 664 14 0 x 0 VinlFbc 2 PeakAVF 219 168 1.417 627 8 0 x 0 VnlFbc wrightsoft Right -Suite Residential 5.9.10 RSR32731 2007-Mar-10 11:25:51 A --a E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rrp Celc = M.18 Orientation = SW Page 1 Right-1 Worksheet Entire House Del Air Htg,A/C And Refrig 109 Commerce Street, Lake Mary, FL 32746 Phone: 407-831-2665 Fax: 407-333-3853 Web: www.delair.com Job: SPRINGFIELD 2125 Date: 2/13/03 By: VT 1 Raanram Entire House NOOK4QTCHEN 2 Evosedwal 221.0 ft 41.0 ft 3 Ceing height 10.7 ft d 120 ft heatbod 4 Roan dFnsn<ia 13.0 x 220 ft 5 Roan area 2126.0 ft' 286.0 If Ty Uftstriction Ll-value Or HTM A— (ff) Loaf A- (R) Load ruyber (Btuh4K°F) (Btume) a painebr 01) (Bhh) or perir>eler (ft) (Bth) Had Cod Gross WP/S Heat Cad Gross WP73 Heat Cad 6 W 13k4ocb 0.148 n 4.14 296 64 64 266 189 0 0 0 0 13A40cb 0.148 ne 4.14 296 488 310 1285 918 132 100 414 296 G tAclan 1270 re 3556 5560 78 0 2774 4337 32 0 1138 1779 G 1Aclard 1270 ne 3556 5560 80 0 2845 4448 0 0 0 0 11 G 1Ac1an 1270 ne 3556 74.02 20 0 711 1480 0 0 0 0 W �G 1344ocb 0.148 a 4.14 296 60 38 157 11 60 38 157 112 10A�r1 1b70 a 46.76 55M 22 17 1029 777 22 17 1029 777 W L—G 13A4ccb G148 se 4.14 296 516 484 2006 1433 24 24 99 71 1Ac1om 1270 se 35-% 57.45 32 4 1138 1729 0 0 0 0 1344ocb 0.148 sw 4.14 295 275 162 671 480 0 0 0 a G 1Aclorn 1270 sw 3556 57.45 38 0 1351 2183 0 0 0 0 G 1Aclon 1270 sN 35-% 7504 18 4 640 1213 0 0 0 0 G 10Am 1.670 sw 46.76 46,85 24 24 1122 691 0 0 0 0 G 1Ac1an 1270 sw 3556 75.04 8 8 284 308 0 0 0 0 G 1Ac1an 1270 sw 3556 75.04 9 9 320 347 0 0 0 0 G 1Acian 12M sw 35W 57.45 16 16 569 487 0 0 0 0 W laA4ocb Q148 rev 4.14 295 639 583 2416 17M 276 276 1144 817 �—G 1Ac1an 1270 rrw 3556 5560 16 0 589 890 0 0 0 0 G tActard 1270 rwv 3556 5560 40 0 1422 2224 0 0 0 0 12B0bw 0097 - 272 1.07 310 292 793 312 0 0 0 0 D 10 0.470 sw 13,16 1486 18 18 237 254 0 0 0 0 C 161330W 0.032 0.90 1.75 2126 2126 1905 3721 293 286 256 501 C 16B%10ad 0032 0.90 1.75 353 353 325 635 43 43 39 75 F 2MO 1.358 38.02 0.00 0 221 84M 0 0 41 1559 0 Er-kpe b-1gain 33238 309M 5835 4429 12 a) Infiltration 58M 1865 1316 449 b) Ventilation 0 0 0 0 13 Internal gals: 0—parts @ 230 6 1390 0 0 Appliar—@ 1210 2 1800 1 1200 Less edernlbad 0 0 0 0 Less trasfer 0 0 0 0 Radstrbtfim 0 0 0 0 14 SLJ*)U 39041 35950 7234 6078 15 Dud beds 101/6 10% 39D4 3595 10% 10/. 723 60B Total rare bad 42345 39545 7967 6586 Air retuned (cfm) 180D 1600 295 271 PintoLlt offtfied by ACCA to meet all mquremen4s of Manual J 8th Ed. wrrrghtsOft Right -Suite Residential 5.9.10 RSR32731 2007-Mar-10 11:25:00 E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rrp Calc = MJ8 Orientation = SW Page 1 Right-J Worksheet Job: SPRINGFIELD 2125 Entire House Date: 2/13/03 Del Air Htg,A/C And Refrig By: VT 109 Commerce Street, Lake Mary, FL 32746 Phone: 407-831-2665 Fax: 407.333-3853 Web: www.delair.com 1 R...,e DINUV/FOY FAMILY 2 Exposed wad 48.0 ft 17.0 ft 3 Celitg height 120 ft hatknd 120 ft heetbod 4 Roan dFrermvts 160 x 23.0 ft 19.0 x 18.0 ft 5 Roan area 414.0 ft' 3420 ft Ty Corls1nx.4an ll+rdue Or HTM Area (fe) Load Area (111) LOW nrrber (BtuhWF) (Btuh12) or Perinehr (ft) pth) a pednebr (it) (86h) Had Cad Cross N/P/S Had Cad Gross N/PS Had Cad 6 W 13A4ocb 0.148 n 4.14 295 0 0 0 0 36 36 149 107 W 13A4ocb 0.148 no 4.14 296 0 0 0 0 168 69 282 2M G 1Aclom 1270 re 3556 55.60 0 0 0 0 0 0 0 0 G 1Ac1ond 1270 ne 3556 5560 0 0 0 0 80 0 2845 4448 11 G tAclom 1270 ne 3556 74.02 0 0 0 0 20 0 711 1480 W WL-G 13A-0ocb G148 a 4.14 46.76 295 5668 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 10Am 13A4ocb 1570 Q148 a se 4.14 295 60 60 249 178 0 0 0 0 L-G tAcicm 1270 se 3556 57.45 0 0 0 0 0 0 0 0 W 1344ocb 0. VA sw 4.14 296 22B 131 543 388 0 0 0 0 %Ocm 1270 sw 3556 57.45 38 0 1351 2183 0 0 0 0 G tAclom 1270 sN 3556 7504 18 4 640 1213 0 0 0 0 G kG 10A-m 1.670 sw 46.76 46.85 24 24 1122 eat 0 0 0 0 G 1Adcm 12/0 sw 3556 75.04 8 8 284 308 0 0 0 0 G 1Aclan 1270 sw 3556 7504 9 9 320 347 0 0 0 0 G %clan 1270 sw 3556 57.45 0 0 0 0 0 0 0 0 W 13A c b G148 rwv 4.14 296 288 272 1127 805 0 0 0 0 [-::G 1Ac1an 1270 rw 3556 5560 16 0 509 890 0 0 0 0 G 1Ac1ard 1270 r1w 3556 5560 0 0 0 0 0 0 0 0 �j 1260bw 0.097 - 272 1.07 0 0 0 0 0 0 0 0 `D 11A0 0.470 sw 13.16 1466 0 0 0 0 0 0 0 0 C 161330ad 0.032 0.90 1.75 414 414 371 725 342 342 305 599 C 161310ad 0.032 - 0.90 1.75 63 63 56 110 8B 88 79 154 F 22Ar<h 1.358 38.02 0.00 0 48 1825 0 0 17 646 0 Envelopebsslgail 84% 7W8 5019 6989 12 a) Inftation 1637 526 580 186 b) Ventla6al 0 0 0 0 13 Irtterrd gain Oonpants @ 230 1 230 4 927 Appkv s@ 1200 0 0 0 0 Less edard load 0 0 0 0 Less Ira der 0 0 0 0 Redstrixfirn 0 0 0 0 14 Subttd 10095 8594 5598 8095 15 Dud beds 10 0 100 1010 859 10% 10Y. 560 810 Total roanload 11105 9453 6158 8905 Air -1 ied (dm) 414 382 229 390 Printout certified by ACCA to meet A mqurw erlts of Manual J M Ed. wrrrghtsOft Right -Suite Residential 5.9.10 RSR32731 2007-Mar-10 11:25:00 E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rrp Calc = MJ8 Orientation = SW Page 2 Right-1 Worksheet Job: SPRINGFIELD 2125 Entire House Date: 2113/03 Del Air Htg,A/C And Refrig By: VT 109 Commerce Street, Lake Mary, FL 32746 Phone: 407-831-2665 Fax: 407-333-3853 Web: www.delair.com 1 Room rare BATH2 13DRM4 2 Expoeed%Mj 0.0 ft 16.0 ft 3 Ceiling height 9A ft heatbod 9A ft heettlod 4 Room cb,e sa 120 x 6.0 ft 12.0 x 13.0 It 5 Room area 720 fP 156.0 ff Ty Constriction U+ratue Or HTM Area (fte) Lced Acre (w) Load number (BUvWF) (BMvR') or pen melEr (ft) B6h) cr penmepr (ft) (Ruh) Heel Cad Gross N/P/S Had Cod Gross N/P/S Had Cad 6 W 1344acb G148 n 4.14 296 0 0 0 0 0 0 0 0 W 13A4ocb 0.148 re 4.14 295 0 0 0 0 0 0 0 0 tAcicm 1270 re 3556 556D 0 0 0 0 0 0 0 0 �G G tAc1cmd 12M re 3556 56BO 0 0 0 0 0 0 0 0 1 1 G 1Ac1c n 1270 re 3556 74D2 0 0 0 0 0 0 0 0 W T-G 1344acb 0.148 a 4.14 296 0 0 0 0 0 0 0 0 10Am 1.670 a 46.76 56.68 0 0 0 0 0 0 0 0 W 13A4acb 0.148 se 4.14 296 0 0 0 0 0 0 0 0 L—G 1Actom 1270 se 3556 57.45 0 0 0 0 0 0 0 0 1344oc:b (1148 sw 4.14 295 0 0 0 0 47 31 12B 92 G 1Arclan 1210 sw 3556 57.45 0 0 0 0 0 0 0 0 G 1A,Iorn 1Z70 sw 3556 75D4 0 0 0 0 0 0 0 0 G 10Am 1.670 sw 46.76 46,135 0 0 0 0 0 0 0 0 G 1Adom 1270 sw 3556 75.04 0 0 0 0 0 0 0 0 G 1Aclon 1270 sw 3556 75D4 0 0 0 0 0 0 0 0 G 1Ac1om 1270 sw 3556 57.45 0 0 0 0 16 16 569 497 W 1344ocb G148 rwa 4.14 296 0 0 0 0 0 0 0 0 �—G 1Aclom 1270 rwv 3556 5560 0 0 0 0 0 0 0 0 G 1Aclard 1270 rwv 3556 55.60 0 0 0 0 0 0 0 0 P I 1213ObH 0.097 - 272 107 0 0 0 0 103 103 290 110 D 1 V D (1470 sw 1316 1486 0 0 0 0 0 0 0 0 C 161330ad 0.032 0.90 1.75 72 72 65 1To 156 156 140 713 C 161330ad 0.032 0.90 1.75 11 11 10 19 24 24 22 42 F 22ArFh 1.358 38.02 000 0 0 0 0 0 16 60B 0 Envelope bss0gain 74 145 1747 10D4 12 a) Infiltration 0 0 134 43 b) Ver tia6m 0 0 0 0 13 Internal gals: Oo Pxts @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Less extrnal had 0 0 0 0 Less barsfer 0 0 0 0 Redistixtion 0 0 0 0 14 Sibbtal 74 145 1880 1017 15 QGloads 10'Ao 10Yo 7 15 101/6 10'/0 188 105 Total roan load 82 160 2068 1151 Air -ped(dm) 3 6 77 47 Printout oaffied by ACCA to meet all iequurL� of Manual J 8b Ed. wrsghtsolFt Right -Suite Residential 5.9.10 RSR32731 2007-Mar-10 11:25:00 �� E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rrp Celc = MJ8 Orientation = SW Page 3 Right-J Worksheet Job: SPRINGFIELD 2125 Entire House Date: 2113/03 By: VT Del Air Htg,A/C And Refrig 09 Commerce Street. Lake Mary, FL 32746 Phone: 407-831.2665 Fax: 407-333-3853 Web: www.delair.com 1 Fbcrnrare LAUNDRY BDRM3 2 6poad wal 7.0 ft 26.O ft 3 Ceiling height 9.4 ft healAbod 9.4 ft heatbod 4 Roan dr,a 7.0 x 8.0 ft 15.0 x 11.0 ft 5 Rocm m 56D ft' 165.0 rP Ty Construction uAetue Cr HTM Area (ft� Load Area (RF) Load nrrba (BtuhWF) (BtuhRj or penned- (ft) (Bti/1) a perimeter (ft) P11h) Had Cod Gross NIPS Heat Cad Gross WP/S Heel Cod 6 W 13M400b 0148 n 4.14 296 0 0 0 0 0 0 0 0 VVVww,,�VVV 13A40cb G148 re 4.14 296 0 0 0 0 0 0 0 0 1Ac1om 1270 re 35-% S5E0 0 0 0 0 0 0 0 0 �G G 1Aclard 1270 re 35-% 55.60 0 0 0 0 0 0 0 0 11 G tAclam 1270 re 35-% 74.02 0 0 0 0 0 0 0 0 W 134-0ocb 0.148 a 4.14 296 0 0 0 0 0 0 0 0 L--G 10P.m 1670 a 46.76 5668 0 0 0 0 0 0 0 0 W 1344cclo 0.148 se 4.14 296 0 0 0 0 103 87 361 258 L-G 1Ac1cm 1270 se 3556 57.45 0 0 0 0 16 2 569 865 W 13r44ocb 0.148 sw 4.14 295 0 0 0 0 0 0 0 0 G lAclom 12)0 sN 351% 57.45 0 0 0 0 0 0 0 0 G lAcla'n 1270 sw 3556 75.04 0 0 0 0 0 0 0 0 G 10Xm 1.670 sw 46.76 46.85 0 0 0 0 0 0 0 0 G 1Aclam 1270 sw 3556 75.04 0 0 0 0 0 0 0 0 G 1Aclam 1270 sw 35-% 75.04 0 0 0 0 0 0 0 0 G 1Ac1an 100 sw 3556 57.45 0 0 0 0 0 0 0 0 W 13M4acb 0.148 rev 4.14 296 0 0 0 0 0 0 0 0 �_G 1Adorn 1270 rw 3556 5660 0 0 0 0 0 0 0 0 G 1Ac1ond 1270 rw 35-% 5560 0 0 0 0 0 0 0 0 PLD 12BCbN 0.097 - 272 1.07 66 48 130 51 141 141 383 150 I 0.470 sw 13.16 1456 18 18 237 254 0 0 0 0 C 16BWad 0.032 090 1.75 56 56 50 98 165 165 148 299 C 161330ad 0.032 090 1.75 9 9 8 16 25 25 22 44 F 22A-th 1.358 3802 0.00 0 7 296 0 0 26 989 0 Envelope bssgain 692 429 2471 16105 12 a) IrlRtrabw 0 0 293 94 b) Va>dation 0 0 0 0 13 InLrrtal gals: Cbaparis @ 230 0 0 0 0 Appliances @ 1200 1 600 0 0 Less pxhirl bed 0 0 0 0 Less trartya 0 0 0 0 Redisytbuton 0 0 0 0 14 S\btlal 692 1029 2764 1699 15 Dudk7eds 10% 10'/a 69 103 10'/c 10% 276 170 Tc d roam bed 761 1132 W40 1869 -ped (&n) 113 76 Printout certified by ACCA to meet aA mquu mei- s of Manual J 8th Ed. wrrghtSoR Right -Suite Residential 5.9.10 RSR32731 2007-Mar-10 11:25:00 ��` E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rrp Calc = M.18 Orientation = SW Page 4 Right-J Worksheet Job: SPRINGFIELD 2125 ft Entire House Date: 2/13103 Del Air Htg,A/C And Refrig By: VT 109 Commerce Street. Lake Mary. FL 32746 Phone: 407-831-2665 Fax: 407-333-3853 Web: www.delair.com 1 Roma a BDRM2 MSTRBATK"C 2 Exposedwal 11.0 ft 10.0 ft 3 Ceirlg height 9.4 ft heatlnd 9.4 ft heatbod 4 Roomdmasirs 15.0 x 11.0 ft 19.0 x 10.0 ft 5 Rcomarm 1650 IF 190.0 re Ty Constrtc>ion Lkalue Cr HTM Al- M Lid Arm M Loaf nrrbrr (Bluh4ti°F) (B or pairstr (ft) (Btrf1) a peirnstr3 (ft) (Btth) F lad Cad Gross N/P/S Had Cod Gross N/P/S Heat Cod 6 W laN4ocb Q148 n 4.14 296 0 0 0 0 0 0 0 0 1344acb Q148 ne 4.14 296 0 0 0 0 0 0 0 0 G 1Actom 1270 ne 3556 55 O 0 0 0 0 0 0 0 0 G 1Acicrrd 1270 ne 3556 55.60 0 0 0 0 0 0 0 0 11 G 1Aclom 1270 ne 3556 74.02 0 0 0 0 0 0 0 0 W t—G 13A 4ocb G148 a 4.14 295 0 0 0 0 0 0 0 0 10Am 1.670 a 46.76 5668 0 0 0 0 0 0 0 0 W lak4ocb Q148 se 4.14 296 103 87 361 258 94 94 390 278 I—G 1Aclan 1270 se 3556 57.45 16 2 589 865 0 0 0 0 13h4acb 0.148 sw 4.14 296 0 0 0 0 0 0 0 0 G 1Actan 1270 sw 3556 57A5 0 0 0 0 0 0 0 0 G 1A.ctom 1270 sw 3556 75.04 0 0 0 0 0 0 0 0 G 10Am 1.670 sw 46.76 46B5 0 0 0 0 0 0 0 0 G 1Aclom 1270 bw 3556 7504 0 0 0 0 0 0 0 0 G 1Ac1cm 1270 sw 3556 75A4 0 0 0 0 0 0 0 0 G tAclan 1270 sw 3556 57.45 0 0 0 0 0 0 0 0 134-4ocb 0.148 rw 4.14 296 0 0 0 0 0 0 0 0 G 1Acicm 1270 rw 3556 56 O 0 0 0 0 0 0 0 0 G 1Ac1atd 1270 rw 3556 5560 0 0 0 0 0 0 0 0 12B4 b y 0.097 - 272 UY7 0 0 0 0 0 0 0 0 D 11A0 0.470 sw 13.16 14b6 0 0 0 0 0 0 0 0 C 1613-20ad 0.032 Q90 1.75 165 165 148 289 190 190 170 333 C 168802d Q032 Q90 1.75 25 25 22 44 29 29 26 51 F 22 Vh 1.358 38.02 GOO 0 11 418 0 0 10 390 0 ErndopebssIgan 1518 1455 9% 662 12 a) Infiltration 293 94 267 86 b) Verldatial 0 0 0 0 13 Internal gain Doer psis @ 23D 0 0 0 0 Appliances @ 1200 0 0 0 0 Lass ed rnal bad 0 0 0 0 Less transfer 0 0 0 0 Redstrbtfion 0 0 0 0 14 Stblod 1811 1549 1233 747 15 Dud loads 101/6 10'/0 181 155 10% 10 0 123 75 Total loom bad 1992 1704 1356 822 Air ne¢&ed (cfni) 74 51 33 PrintDLft ceded by ACCA to meet all requirements of Manual J 8th Ed. wr�gF �tsOft Right -Suite Residential 5.9.10 RSR32731 2007-Mar-10 11:25:00 ��A E:1Files%ENGLE20021SPRINGFIELD%SPRINGFIELD.rrp Calc = MJ8 Orientation = SW Page 5 Right-1 Worksheet Job: SPRINGFIELD 2125 Entire House Date: 2/13/03 Del Air Htg,A/C And Refrig By: VT 109 Commerce Street, Lake Mary, FL 32746 Phone: 407-831-2665 Fax: 407-333-3853 Web: www.delair.com 1 Fbvn rare MSTR BDRM 2 Expoead wd 45.0 ft 3 Cering height 9.4 It heattod 4 Rocm3nasio 20.0 x 14.0 It 5 Room area 280.0 R' Ty Colstixbon LPAAR Cr HTM Area (" Load Area Load nrrba (BtuWlF-°F) (BtutnrP) or pen let- (it) (Btrh) or perineta Had Cod Gross N/PS Had Cod Gross N/P/S Heat Cod 6 W 1344ad1 G148 n 4.14 296 2B 28 116 83 13440cb 0.148 ne 4.14 296 18B 142 588 421 G lAcicm 1270 re 3556 55.60 46 0 1636 2%8 G tAclard 1270 ne 3556 55.60 0 0 0 0 11 G tAclan 1270 no 3556 74.02 0 0 0 0 1344ocb 4mc 0.148 a 4.14 296 0 0 0 0 G 10A 1.670 a 46,76 550 0 0 0 0 W 1344ccb 0.148 se 4.14 296 132 132 547 391 L—G 1A.clo n 1270 se 3556 57.45 0 0 0 0 W 1344ab 0.1Q sw 4.14 296 0 0 0 0 G 1Ac1an 1270 sw 3556 57.45 0 0 0 0 G tAclan 1270 sw 3556 7504 0 0 0 0 G 10Am 1.670 sw 46,76 46,115 0 0 0 0 G t4clon 1270 sw 3556 75.04 0 0 0 0 G 1A-lom 1270 sw 3556 75.04 0 0 0 0 G lAclan 1270 sw 3556 57.45 0 0 0 0 13Arbcb 0.148 rw 4.14 295 75 35 145 104 G 1Acm lo 1270 rwv 3556 5560 0 0 0 0 G VAclard 1270 rwu 3556 5560 40 0 1422 2224 128-0bw 0.097 - 272 1.07 0 0 0 0 D 11A0 0470 sw 13.16 1486 0 0 0 0 C 16B30ad 0,032 0.90 1.75 28D 290 251 490 C 161330ad G032 0.90 1.75 46 46 41 81 F 22A-Oh 1.358 38.02 0.00 0 45 1711 0 ErTMelofe, loss/gain 6458 6350 12 a) Irftabon 1212 386 b) Verdlaf= 0 0 13 Internal gain: 00043ants @ 23D 1 230 Appliances @ 12 D 0 0 Less turd Led 0 0 Les transfer 0 0 Redistrbutim 0 14 SUA)d 7690 69ffi 15 Dudlmds 101/0 10% 766 697 Total roan bad 8426 7663 Air -ped(fin) 314 310 NnbLd certified by ACCA to meet all requierT>eits of Manual J 8th Ed. wrrgl rltsOTC Right -Suite Residential 5.9.10 RSR32731 2007-Mar-10 11:25:00 '�� E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rrp Calc = MJ8 Orientation = SW Page 6 . "" H= �I 12x6 1•cd 135 A 7' Y 12x6 I•cd laa vi v. o-�1- Y 8' 10.10 4•cd 190 190 lox10 4acd Y Y C0V PORCH 18.18 ra0 0 FAURY RD011 c 12x6 1•cd 7' C� 190 .rY. arRn e V v O 18D 7' 12x6 1•cd � 14' 4' 18.18 rag uKc7fa aeTF �MQ/M l6' 133 I l53 4 3' bath duct to roof cap w/fan Nutone 696RNB 70 amROOM 82 Ox 70 7- IDx10 rop O o n O 10.10 rap 9' BEDROOM fJ 42X42 A/C SLAB c 10.61•cd BY BLDR MIN l0 7s F,2' FROM WALL niC Pop a w 4' dry r duct s toroc'Cup •/dryer vent box 600�i ENTRYAREA a G CALCULATIONS 4.0 TON V/IOKV 2240V IPH l.IvtMG au IF. a,ram 56 W. 1Bxl6 plan C�JCAf) [1,7er7C Sr. plotiorn by oa,• ley Sr. n,� �� bldr rorru rARAfE scale �1/8'•I'0' an • 1nw V Undercut to entry door if a transfer/bypass system Is used instead of a direct return. Rat C Must have a nhlnun clearance of 4 Itches around the air handler per the State Energy code. All duct has an r-6 Insdatlon value. CCL CCL/IBI CONSULTANTS, INC. AUTHORIZATION #LB5610CCL ENGINEERS SURVEYORS PLANNERS 2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL 33064 (954) 974-2200 �� IBI POMPANO BEACH ORLANDO TAMPA JUPITER A DNI91QN OF THE 181 GROUP WWW.CCL -POMPANO .COM WWW.CCL-ORLANDO.COM A Dms/ON OF THE 10/ GROUP NA 77ONAL FL ODD INSURANCE PROGRAM COMMUNITY NUMBER 120294 PANEL NUMBER 12717CO040E MAP REVISION 0511711995 FZOOD ZONE X KAY' S LANDING PHASE 2 BEARING BASED ON THE WEST LINE OF THE NORTHEAST 114 OF SEC710N 34, TOWNSHIP 19 SOUTH, RANGE JO EAST, SEMINOLE COUNTY, FLORIDA, BEING S 0074'40' £, AN ASSUMED MERIDIAN. L E G E N D Rm RADIUS O L- ARC DISTANCE a- CENTRAL ANGLE L. A/C CENTERLNE CONDITIONER SLAB NP . E. DRAINAGE EASEMENT P L.M.E. LAKE MAINTENANCE EASEMENT P U.C.a UTILITY EASEMENT P F.F. FINISH FLOOR C FHYO. m FIRE HYDRANT L. W.M. - WATER METER E W.V. WATER VALVE P BER NOTED • uLtNt�tU ULINNt» I - SET NAIL AND DISC L.B. 5610 P INT OF Fp CURVATURE 5 POINT OFFINTERSECTDENURVATURE POINT OF REVERSE URVATURE V, v CABLE TV LIGHT POLE C. ELECTRIC SERVICE POINT OF TANGENCY 0 - PROPOSED ELEVATION \ Cl: ` a=1 '44' 56" L 0 T 191 \R=2336.47' L= 71.32' � LOCATION SKETCH (NOT TO SCALE) SCALE: 1" s 30' FLANS REVIEWED A 1.3 F SANFORD ` 35.1 \ 9 �InT111 \ HORD BEARING=N29'50'37"W ao A\ o TRACT "F \Lc� HORD=71.32 "w C1 51• MODEL: "SPR/NGFIELD" °s Ns• 3a.0 ELEVATION "11" 1 -� (50.00' x 65.00') Jo ; 2,687tsq. ft. a. F F EL J6 05' 4 z 'SO- LEGAL DESCRIPTION.• 15 4 00 No 35.3 C2: " LOT 113 d= 6'44 44 3a.z R=125.00' I L=14.72' CHORD BEARING=N29'00'07"W CHORD=14.71 I NOTE: BUILDING WILL BE STAKED AS SHOWN AR_£_A_ TAB_ULA_n_O_N_: LOT a 7,482tSO.FT Lot 112, Koy's Landing, Phase 2, according to the Plot thereof, as recorded in Plat Book 69, at Page 4J-44, of the Public Records, Seminole County, Florida. NOTES.• (SKETCH AND LEGAL ONLY, NOT A SURVEY) 1. UNLESS IT BEARS TH£ S/GNARIRE AND THE ORIGINAL RAISED 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS BY CCL CaNSULTANTS INC. FOR EASEMENTS AND DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMA77ONAL RIGHTS -OF -WAY OP RECORD, PURPOSES ONLY AND IS NOT VALID. ADDITIONS OR DELE77ONS J. DATA SHOWN HEREO.N WAS CCMPILfD FROM OTHER TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES /S PROHIS17ED WITHOUT WRITTEN N Lh'STRUM£NIS A.ID DOES NG7 CONSTITUTE A FtfLO SURVEY PUS h' CONSENT OF NES/GN/NG PARTY OR PARAfS REVISIONS: DATE: BY: PLOT PLAN 3/6/07 JAM 1 Q0 Q0 [— c— RO A C W. SERR P.L.S. PROFESSIONAL S'14- Ok and MAPPER #4907 STATE OF FLORIDA ATE OF SKETC/i: DRAWN CHECKED FIELD 3/6/07 Bl' JAM BY RWH BOOK N/A Weathermaster Building Products, Inc. Office: (407) 324-2080 Fax: (407) 324-9206 df LABEL DRAWING # OR TYPE USED WITH PRODUCT # 1 Legend of contents 2 GA 1 Installation 1450 Flange SH 1450/1550 3 GA 2/2A/213 Installation 1450/1650 Flange PW 1450/1650 4 GA 3 Installation 1100 Fin SH 1100/1900/1970 5 GA 3/A Cont Head & Sill Fin Mull 1900/1100/1970 1100/1900/1970 6 GA 4 Installation 1100 Fin PW 1100 7 GA 5/5A Installation 1450 PW Flange Designer PW 1450/1550/1570/1650 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 Flanoe 3-Lite Slider 1580/1590 11 GA 8 Installation 1180 Fin HR 1180/1980/1990 12 GA 8/A Installation 1980 Fin 3-lite slider 1980/1990 13 GA 9 GEN 0024 Block Inst. SLIDING GLASS DOOR 420/430/440 14 GA 10 GEN 0028 Wood Inst. SLIDING GLASS DOOR 420/430/440 15 GA 10/A GEN 0027 2x in Block SLIDING GLASS DOOR 420/430/440 16 GA 11 GEN 0450 Fin Vert Mull Clip 1448 17 GA 12 Mull Bar Load Chart 1x4 FIg Hz SH 1445 18 GA 12/A Mull Bar Load Chart 1 x4 Fin Vert SH 1445 19 GA 13 Mull Bar Load Chart 1 x4 Fig Vert SH 1445 20 GA 14 Mull Bar Load Chart 1x4 Flg Vert PW 1445 21 GA 14/A Mull Bar Load Chart 1 x4 Fin Vert PW 1445 22 GA 15 Mull Clip 1 x4 >6' Fin Vert Mull Clip 1445 23 GA 18 Mull Clip GEN 0453 Fin HZ Mull Clip 1447 24 GA 19 Mull Bar Load Chart 1 x4 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 1 x2.5 Fin Vert SH 1448 27 GA 22 Mull Bar Load Chart 1 x2.5 Fin Vert PW 1442 28 GA 23 Mull Bar Load Chart 1 x2.5 FIq Vert SH 1442 29 GA 24 Mull Bar Load Chart 1 x2.5 FIq Vert PW 11442 30 GA 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 34 GA 30 Installation FEB HEB FIg SH 1450/1550/1570 FE + HE 1450/1550/1570 35 GA 31 Installation FEB HEB Fin SH 1100/1900/1970 FE + HE 1100/1900/1970 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 wnv\v.floridabuiIdin e.or 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 WOOO - SUCK BY OTHER CAIAK BE711EEN VANDOW FLANGE 6 WOOD BUCK PERIMETER CAWL BY OTHER77yyTp— MS.— EXTERIOR FLANGE WNDOW SILL PERIMETER BY On4m SHIM AS REO'D ONE BY 00300 (SU NOTES) BUCK BY OTHER BuoG WIDTH 1 1 1HNSTALLAIKl1 ANONGIL NT EDMINT RANGE TYPE M7NDOM FRAME SHIM S11M AS REOb. CAULK BETWEDN JAMB (SEE NOTES) MASONRY OP[HWC d Br OTHERS Q 1 1//4' MIN. INSTALLATION a 4 UTAEDIRNT ANCHOR PERIMETER CAIARJ a BY OTHERS CAULK BETWEEN WOOD BUCK h WHI)OW WDTH MASONRY OPENING BY 0771ERS EXTERIOR BUCK WINDOW PRE rAST .J BY OTHERS CAUL( BETWEEN WINDOW FLANGE l PRE CAST SILL WTH AAANEN 110 ADHESIVE CAUL( OR SECTION 1 APPROVED EQUAL GENERAL NOTES: 1) SHIM AS REOD. AT EACH INSTALLATION ANCHOR WTH LOAD BEARING SHIM, MA)L ALLOWABLE SHIM STACK TO BE 1//4- 7)) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 8063 J) CAW( BEHIND WINDOW FLANGE AT HEAD AND JAMBS,SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 118 ADHESIVE CAW( OR APPROVED EOUAL 4) APPLICATION OF VULKIM 110 ADHESIVE CAWS AT FRAME SILL MUST COMPLY WTH SEALANT MANUFACTERER'S RECOMMENDATION S) CAULK FOR PERIMETER SEAL AROUND D(TER1OR OF WINDOW FLANGE B) GLASS THICKNESS MAY VARY PER THE REOl11RENENTS Of ASTM E1300 a Rae CHART SINGLE GLASS IS SHOWN, INSULATING CLASS IS ALSO OUALL91D. CAL" BEFNEEEN WNDOW FLN4GE —) woa0 BuaG SECTION 2 E K 2 G I .�\NNH11 5 E F 114111 ELEVATION - Na ,),,, VIEWED FROM EXTERIOR ; a O STATE OF ? rei a 1101 F 11O H •L %, G.A. 1 SZE CLL I SIZE (INCHES) I MASS DESIGN PRESSIRE.�I PRESSURE I TAPODN ANCCCATIO LOCATION IS o Ih . s Sh -T1 -77 -193 -a -127 AC AC mm, F.aW 1. a 1/0 . e2 eh -w -m -IN -144 AC I,QW 1H1 12 Ih . br 5,111 -S7 -m -t30 -I30 AC r,QW iNe 14 Ih . m -m -w -447 -/47 AC F.aW 10 14 Ih . U _40 -4a -I33 -132 AC a,v.aJu -4-0-tU -110 AC aLrAW - -104 -NN AC 0".MNJ lK2 a 1h . a -41 -47 -134 -131 AC F,aHJ 1N3 Its 1/2 . 30 3h -04 -m -1 am -100 AC r. KJ IN4 a 1h . W eA -47 -47 -IM -I01 AC F,aHJ a14+4 m 1/2 . M eA -44 _N -1m -Im A•C F. —, a 1/I . m eh -43 -43 -Im -100 AC FAW HMO m 1/2 . u -40 -40 -41 -41 AC F. CHIT m IA . 77 -40 -40 -74 -A AC F.aN7 TNT>e 1it 0, -,u -44 AC F.aW 30a 30 1/2 . a -m -m -113 -113 AC F,OH1 30.3 SD to . 3S 3A -47 -47 _m -m AC F,aW 30.4 30 1/1 . m eh -41 Jl -711 -7e AC F,ONJ 30.K4 30 1/2. 04 5/0_40 -4D -7F -77 AC r.a/u 30"+8 30 1h • m 0A -40 -40 -70 -74 AC F.aW Wd 301/2. V -.0 -40 -7S -11 AC F,aW 3" 3D Ih . n -4e -40 -n -71 AC FAIU AC F.a)u 27 27 IT a -01 -01 -O -W AC F,a W U . x = 3h -40 -40 -47 -47 Ac F.CLW 24 37 IT m Oh -40 -40 -77 -e7 Ac F,aNJ 344.4 37 IT e4 e/a -.D -40 -m -m AC F.aN7 7He n 1 m Oh -40 -40 -m -m AC FAIN is n 1 U -40 -40 -m -m AC F,NJ a w A 1 n -AO -40 -w -w AC F.W _02 _4E Ac F.aW 4ta 43 1 a -M -M -44 -.0 AC LaHI 42.TS 42 x 3S 3A -40 -40 -40 -40 AC F,aNJ 42e0 42 1 m eh -10 -40 -40 -40 AC F.m 42" 42 x e4 0/0 -40 -40 -40 -.0 AC I,aW 42M0 43 ■ m 8/0-40 -40 -40 -40 AC r.a1U 4}23 43x w -40 -40 -40 -40 AC r,aNJ 4272 42 t 72 -.0 -40 -40 -10 AC FA)U 432. 4 x M -.0 _40 -40 -40 AC F.a/V 4m 4a 1 a -4a -40 - - AC F,aNJ 460 4.x 32 3A -40 -40 _ - AC F.aW 40m 44 x m 5/0-40 -40 - - AC r.OJu 40H4 48 1 04 eh _40 -40 - AC FALKI 4844e 40 x m SA -40 -40 _ _ AC F,QW 4m3 M 1 m -40 _40 - - AC F,aN1 4m AC rAW 37 m 1/11 . 29 -40 -46 - - AC r,wu 33 m 1A . 30 eh -•0 _40 - - AC F.m 34 aJ 1A . m 0A -w -40 - - Ac F.aW 3... W Ih . U 5/3-40 -40 _ _ AC F,aW 3Me e3 1/1x m eh -40 -40 - - AC F,aW m e3 1h 1 u -.0 -40 - - AC F,aW >s eJ 1 -40 AC F.w MOM 1) THE AaOK A10: PO414 AM MmAaK 01aUC0/IAL TA901 LOAw Fool CDIIAIUnK AMALM a HAA[ MOT Mll CAFM rr AB11S OF i41L11 POi0Y4M0[ 1Q141a 2W[ 1K 1A1O1 �1AI42 mw REa+OIXT 0 IS 0 cOOI WADS APP{l1 POTM Moo! wIY l LW= l K TfD 10 4" FsA[ m MWA101 TroyPRNSM Cr 10 PW A04E� Ol 7rli 2) *WALLAIIO! nARM INN[ WWII M DOI*" 01 MASWIT ava.2 USE 3 r DIA T4RV4 ANOM OF UNTI 1r WaN 10 PPOLQ UKI-1/4 EMaMMDtY PFW AAfIMIi AT IADATx2o SHOW 01 DAAIR. INMI TOO /OI KEY TO TA/= MAT10A I DUCT 984= WN ■ NOT 1101m N AMOIOI OURT. USE AM01o1 ODANTRY USI[0 0Fn1 FpfT LAMM 8 YM M APPWOIUIE CBOT PFMA1E Q= YLA Roe 0218 YOOSEF LAVY, P.E. VS CONSULTING ENGINEER �. SWO IMM LAIC SM / 100 tell 1 a.4, r • e..b. 2 xr • FA 4. 4R0 • A" a no] ASSEMBLY DRAWING DALLAS TOM 73243 1: 214]L1. W4a r t14 7 sum 14m/1m0/1aA 1a4O1 I4A010D00 AR IP N/A B INsrAuna+ I43o CHE BY WooO BUCK BY OTHER NSTALLAnc" ANCHOR. CAUL( BETWEEN — BUCK WIOTN 1 1/4- MIN. ONE BY HOOD MOOD BUCK a; DA WENT BUCK BY OTHER MASONRY OPENIINO SHIM AS REO'D BY OT IM (SEE NOTES) CAUL( BEMZN WINDOW WINCE TYPE NS7Al1AltON JAM RAJNfi a WOCO BUCK 1 tf!4��' _u_1H.B TANW FRAME Q a AN010R GLA➢m (71P. / SEE NOTES)J CAULK PERIMETER CAUL( PERUEtEA CAULK BUCBETK aN a WOOD R + BY OTHER / BY OTHERS uA90HRr OPENING Y O J// BY OTHERS WINDOW MOOT SHIM AS REOb (SEE NOTES) EXTERIOR CAULK BETWEEN EXTERIOR Dua( WINDOW FLANGE —� �� « HEIGHT SECTION 2 WA"TYPE FRAME SILL MANDOW —i MOTH. PERIMETER cA�n� OTHER \ C B `MARBEL SILL STOOL PRE CAST S1LL�� BY OTHERS BY OTHERS CAW( BETAEFR WINDOW MACE 3 PRE CAST SELL WITH VUUQL lie ►DHF9CAAA CAA OR SECTION 1 APPROVED EQUAL GuLa L MOTESt 1) STACKTBE ALLOWABLE R SFIII AT EACH INSTALLATION ANCHOR MATH LOAD BEARING S6M. MAX 21 WINDOW FRAME MATERIAL ULDY MOOS . 3 CAULX BDOND W14DOW FLANGE AT HERD AND JAMBS. SILL MUST BE ATTACHED TO THE 9 TRATE WITH HAKIDM 116 ADHESIVE CAW( OR APPROVED EQUAL 4) APPLICATION 4 IMOF1110D VULKIM0A�VE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MAID 3) CAULK PERIMETER SEAL AROUND EXTERIOR Of MDJDOW FLANGE. I) CLASS TH"MW MAY VARY PER THE REOJRE]E71TS CK ASTN E13M CLASS CHART. 7) THE ABOVE ARE POSITIVE • NEGATIVE STRUCTURAL DESO4 LOAD FROM -COMPARATIVE ANALYSIS 6 HAVE NOT BEEN CAPPED DY RESIITS ON WATER PERFORMANCE TESTNO. WHERE THE WATER RESISTANCE TEST REQJAEEMENIT Of 15 N Of DESIGN LOAD APPLIES POSITIVE DESIGN LOAD APPLES POSITIVE DESIGN (DADS WILL BE LNTm TO 40.0 PSF DUE TO WATER TEST PRESSURE OF a.0 PSf, AOIE-AM N TEST. 0) INSTALLATION OF FTANQ FRAME WVDOW N CONCRETE OR MASONRY CIPENN0 USE 3/111- DIA TAPOON AN04ORS ON SUFi1ClNT LENGTH TO PROVIDE MIN. 1 1/4' FNBECIMENT 100 SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9)) SEE ELEVATION FOR HEY TO TAAOON LOCATION& 10) IF EMT WNDOW IS NOT USTED IN AN040P CHART, USE ANCHOR QUANTITY LISTED MAIN NEXT LARGER SIZE. FOR THE APPROPRIATE DC901 PRESSURE REM D I E 2 WANDOW H / I HocTH F G 1 a ELEVATION VIEWED FROM EXTERIOR 5EF �Lj��j//•/��/��,FL//FF %�`P'Tt•r� i No. A2371 i STATE OF W ' rri f A•Y OR 10 P•' L?_ JJ NNNNII JO NA 12M14V\VNV`�``` G.A. 2 MANDOW CLASS DESIGN DESIGN TAPCON ANCHOR LOCATION SIZE (INCHES) PRESSURE PRESSURE LOCATIONS CAPACITY N PSI' CAPACITY IN PST 12 x to 137 -137 1" -112 Aa r,cUU 17 x 74 r -M 1n -1n AJ F.QNJ If x 30 TI -71 In -160 AJI 12 x a Y -4a IM -1" AD C,4H11 IT x 411 11 -41 137 -137 AB F.O.NJ 12 R a0 a7 -67 - - AM F,QIU 12 A 72 66 -aa A9 'Aw le x l• ION -ION In -Ir AC FQ1U le x24 ee -4e 1a -la AC F.. KJ Is x a 00 -n 123 -12J AC F.WU Is x a H -41 Ile -111 Ac F.wu 16 x 46 a -a ION -la Ac FAHJ le :1 n 40 -40 - - Ac F,OJU 71 110 r -41 fa -ION AC f.1WJ 24 t 24 33 -. 1. -In A.0 f,wu 24 t a 44 -44 100 -ia AC f,QlU 24 1 a 40 -a A -47 AC FANI 211 .a 10 -a AC F.ONJ 24 ■ w a -a - - AC f.OJU 24 t 12 40 -40 - - Ac FART 32 x Is 47 -1 120 -I= AC F.QHJ 32 1 24 41 -It r -r AC r,QKJ 32 t 30 a -a N -el AC r,WU v t a 40 -a so -1/ AC F,ONJ 32 t M a -a n -a0 A0 f,WU >Z t r 40 -40 - - AC F.cm a -c - - AC I.yU a t 11 41 -41 lie -11/ Ac f,QMJ a 1 24 40 -40 ID _67 AC F.ORI a 1 a 40 -40 73 -73 Ac 40 -40 i� a [ N 40 -40 M -4e AC F.IARJ a t n 40 -a - - AC f,QJU y 1 72 40 -40 AC HAW 4a [ ION 40 -40 la -la Ac F,L1 0J 46 t 24 a -40 M -r Ac F,QAJ M t a 40 -40 at -52 AC'. CLHJJ b [ a 40 -a 40 -N AC 40 t 46 40 -a 40 -a Ac '.(UU b 2 4U 40 -40 - - AC FAA 4e ■ 72 a -.0 - AC r,ONU n 1 to 40 -a IN -104 AC r,wu 101 24 40 -a 0o -r Ac FANJ n / a 40 -40 a -40 AC F.QHJ Sot a 40 -40 40 -40 AC r,ONJ so .6 40 -a 40 -40 AC F.QHU e0 1 a0 40 -a AC f,QNJ 72 114 a -40 iN -IN AC F,OJL 72 1 24 40 -40 61 -61 Ac F.QNJ 72 t a 40 -a a -40 AC FAHJ 72 t a .0 -a 40 -a Ac F.ONJ 72 t N 40 -40 a -a Ac F.OHU 72 t e0 40 -a - - AC r,OJU M t 11 - - r -Of AC r.wu N 1 24 - - 4. -40 AC r.ONJ M t a - - a - a AC F.= 64 1 a- - 10 -a Ac F,QHJ N 1 46 a -40 AC F,QJU r t to - - r -r All: f,QNJ so t 24- - N -4 AC I,QJII r x 30 - - 40 -a AC f,QJU ..... - - 40 a -a -a Ac AC F•OJU r,OJU YLA JOB AIDS-0210 YOOSEF LAVY, P.E. ✓T CONSULTOJC ENGINEER Jax l O.W ■• aHHr M Ir • rA V MNC • W 0 nul oan FDEST LHL SUIT f 100 ASSEMBLY DRA"0 (7tDr:(643 }NO-Oa 1x10 Ion ML MMIM NOON AR P N/A 12' 1O/03 I 13 NSTAUTOM I.W W INSTALLATION ANUIOR CAULK BETYIEEN ONE BY WOOD WOOD BUCK h BUCK BY OTHER MASONRY OPENING BY OHFERS .- CAULK BETWEEN WINDOW f FLANGE h WOOD BUCK Q SEE Q lA9lE —I 4 PERIMETER CAULK BY OTHER 1450 HEAD ` INSTALLATION SHIMAS ANCHOR (S EE NOOTES)TES) (S. C/ CAULK BETWEEN J WOOD BUCK k EXTERIOR MASONRY OPENING ByOTHERS II SHIM AS REO'D 1459 SILL (SEE NOTES) PERIMETER CAULK BY OTHER a Tay CAULK BETWEEN WINDOW Q 1 FLANGE h WOOD BUCK 1 ONE BY WOOD BUCK BY OTHER CAULK BETWEEN WOOD 81J0t h INSTALLATION ANCHOR MASONRY OPENING BY OTHERS SECTION 1 24- GENERAL NOTES: 1) SHIM AS REOUPED FOR LEVELING. ELEVATION 2) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063, 3) CAULK BEHIND WINDOW FIN AT HEAD, SILL h JAMBS. VIEWED FROM EXTERIOR 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF 'MNOOW FLANGE. 5) DESIGN PRESSURES SHOWN ARE BASED ON MULLION CAPACITY ONLY. DESIGN PRESSURES FOR CLASS THICKNESS MUST BE DETERMINED PER ASTM-E1300 CLASS CHART AND THE SMALLER VALUE MUST BE USED FOR DESIGN. 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, P09TIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF, DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE • TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MINIMUM 1(- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. ONE BY WOOD ONE BY WOOD BUCK BY OTHER BUCK BY OTHER SHIM AS REO'D /I- (SEE NOTES)1 — 1458 JAMB 1458 JAMB — r 3036 BULB 1ANYL SEAL 3035 METAL GLAZING BEAD CAULK BETWEEN WINDOW FLANGE k WOOD BUCK PERIMETER CAULK PERIMETER CAULK BY OTHER BY OTHER EXTERIOR SECTION 2 OW TH GA 2A COMPARATIVE ANALYSIS a ANCHOR CHART FOR CEMOiAL ALUMINUM SERIES 13MI1650/1570 PICTURE UNDOW — _ _ _ _ _ wA4a1 v 0 > rweTa Is a— .— fII � wewn .T awn W �e�wID ICWeIm M f11M[ I[LAIID w IeN[ • I...,. 0.mon -. wr.Aw o�ort m[40 TN/ DC o PACSAAQ OESKW PaTSRm DC" PACMM NG.o 31LL .1 UOI I� Su •' UOI NOo 1 W ACT, (WIT) w— (PUT wAa Y (RT +AMe N.we -41 p m. 73 - - b 1 1 1 1 1 30 ■ 30 -32 - - 1 7 7 7 2 I 30 [ a - -57 - 1 1 I I I 7 ]0 , b - --44 -53 t 1 1 1 1 1 ]01I 13 - - -a t 1 1 1 1 1 ]e 1 l0 -H - - 1 I 1 1 1 I LINSTALLATION ].. a - .e ANCHOR - x v 36113 0. 30 CAUL( BETWEEN WOOD BUCK A -13 1 1 1 1 ] 1 MASONRY OPENING a , So - - -e1 ! 7 1 } 1 ) BY OTHERS 0 73 -a 2 2 3 2 1 130 H■ b _ _ _y 1 1 7 1 I ] 73 -a 1 I 1 I t a 1 30 - -4e - 7 T 1 1 I 1 -a 1 1 1 1 1 1 I t 1 1 1 7 I I 1 1 3 3 a IF - - -M 1 I ] 1 1 ] M■ 73 -a 7 1 2 ] I b[ 30 - - t 1 7 I ] 7 :33 1 l T 1 l 3 b 1 73 - - -b 2 t l 1 3 1 4 1 3 1 1 1 5 E F � 11NT1N iF i i No.42371 STATE OF ttT1PI� /ONAL Single Glaze YLA JOB #04-242 A YOOSEF EAVI, P.E. YY. CONSULTING ENGINEER A'01 a twdT r • awwn n IwiI r I,= fa.c n I)M1 esw FOREST LANE, SATE 1106 OAUAS, TOMS 75243 ASSEMBLY DRAWING (214)340-004e F:(214)340-0067 SERIES 1350/1650/1670 Pw FLORIDA LICENSE 042371 o. R.rt uc .u..ec B H/os/04 1350ASSY• INSTALLATION ANCHOR — ONE BY WOOD BUCK BY OTHER — CAW( BETWEEN WINDOW — FLANGE A WOOD BUCK 4 PERIMETER CAULK BY OTHER 1450 HEAD EXTERIOR 1459 SILL PERIMETER CAUL( BY OTHER Q CAUL( BETWEEN WINDOW — FLANGE A WOW BUCK ONE BY WOOD BUCK BY OTHER INSTALLATION A1ICHOR— —CAULK BFTVEEH WOOD BUCK A ti MASONRY OPENING — BY OTHERS Q T ONE BY WOOD ONE BY MOOD I BUCK BY OTHER BUCK BY OTHER SEE $LIIM AS REO'D Q TABLE v (SEE NOTES) r 1 d I.16 JA.R 145e JAMB — r_ INSTALLATION —% `3036 BULB VINYL SEAL hy -� \� ANCHOR 3035 METAL GLAZING BEAD SWIM AS REO'0 (SEE NOTES) CAUUc BETWEEN WINDO CAULK BETWEEN W FLANGE A WOOD BUCK WOOD BUCK A PERIMETER CAULK PERIMETER CAULK MASONRY OPENING BY OTHER BY OTHER BY OTHERS EXTERIOR SHIM AS REO'D SECTION 2 (SEE NOTES) Q •.YE TI,BLf. L--CAULK BETACEN WOOD BUD: A MASONRY OPENING BY OTHERS SECTION 1 24- MAX L GENERAL NOTES: ELEVATION 1) SHIM AS REQUIRED FOR LEVELING. 2) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063EL . VIEWED FROM EXTERIOR 3) CAULK BEHIND WINDOW FIN AT HEAD, SILL A JAMBS. 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. S) DESIGN PRESSURES SHOWN ARE BASED ON MULUON CAPACITY ONLY. DESIGN PRESSURES FOR GLASS THICKNESS MUST BE DETERMINED PER ASTM-E1300 CLASS CHART A.ND THE SMALLER VALUE MUST BE USED FOR DESIGN. 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15X OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF, DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OF MASONRY OPENING USE A"o TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MINIMUM 11' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART, B) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR C11AFT, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. GA 28 tlatmARA1t.E Mw Till W ANOIOR CHART FM LOCRAL ^LLmmtA4 spas 1350/4!9P070 PICTIR4 Wcow .co• ..ioi v'tva.1 .no v A11]. .Au m � fYal nne.. s aT roar M mAo� AmaAm w 1Ru[ 1 ' wr a.etaon w.wrD • MM[ 1 -1 u.AAr o®on .Iam/ HOi w DE" PRCMMR w AarY (Psh OES1a1 vlcS9Ra wAoTY (Rsn DC" I7RE33LAR w.ax (P!n At IAat 1U4 ALL Awe AT EACH KA0 >u A" 10 . 30 -AA IO A A ] w v M 1 w ]a ■ b -1] - - t 7 f f f f ]D ■ 4 -�. - - 7 7 7 7 7 7 w 1 w _., - - 1 1 I I 1 I tNSTALLATION ]0AGO - - - I I 7 I } 1 ]O 1 73 -b I 1 ] 7 7 ! M A ]0 ]a 1 b -0 ANCHOR 4 - -!! - I I } , I 1 7 ] ,A A w 1 CAULK BETWEEN WOOD BUCK A MASONRY OPENING BY OTHERS a■ w 9 N1 .o 44 ■ w - -.1 - 7 7 7 I 7 J 111 , 11 } 4 t 7 I ] ] I 4 A ] 7 I ! t 4 1 !O - -.1 - 1 I 1 1 } 1 4 A w - - -1I I t ] ] I 41 73 -w I t , ] ] 1 SO l 30 - -b - 7 t t , ] 1 SO 1 b - -u - i 1 1 ] ] } w IT 4 - - -92 ] ] ] . 7 GO A >D - - -w 7 ] 1 . ] TO 1 so - - -52 1 1 1 . 4 4 TO 11, -4 1 ] ] 1 ] ! n 1 -43 ] I 7 1 a I f1 A a - - -1I ] I 1 1 1 } », 1 , 1 1 1 a `��.11As171j1 �f}1 insulated DSEF ` i F7A No. 4422371 YLA JOB /04-242 P }C ne YOOSEF LAVI, P.E. i p •, STATE OF 2 CONSULTING ENGINEER .o •. F /A %D P•' 9550 FOREST LANE !LATE 1 toe OALL TEXAS 75243 f• V _ ' OR ,, f ••' • • S. TI..(114)a10-00.9 R(11.)aa-0( YL /'I 10 N: , FLORIDA LICENSE 042371 10e1A.0.9tY•Owtia MN. PA6.iR@•rr11 I%W ASSEMBLY DRAWING so ES 1350/1650/1970 Pw A �YL N/A wwv 06/ o-1 wmta oe/loro4 B 135oAssr TWO BY BUILD DOWN BY OTHERS CAULX BETWEEN WINDOW FLANGE i FILL STRIP —I SHEATHING BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER - FLANGE TYPE WINDOW FRAME SILL PERIMETER CAULK BY OTHERS- CAULK BETWEEN WINDOW FLANGE & WOOD BUCK IN � 4 CAULK BETWEEN WOOD BUCK R MASONRY OPENING BY OTHERS c-rn�-InAI , CAULK BETWEEN FRLERSTRIP R BUILD DOWN BY OTHERS 1 1/B- MIN EMBEDMENT `FTLLERSTRIP BY OTHERS SHIM AS REO•D. (SEE NOTES) INSTALLATION ANCHOR. BUCK GLAZING (TYP. HEIGHT SEE NOTES). J.A. 5 GENERAL NOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIM. MAX ALLOWABLE STACK TO BE 1/4'. 2 WINDOW FRAME MATERIAL ALLOY 6003 J CAULK BEHIND WINDOW FLANGE AT HEAD. SILL k JAMBS. 4) CALAX FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM EI300 CLASS CHART SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED 0) WHEF'E WATER FES57ANOE TEST REQURDNENT OF 15R OF DESIGN LOAD A➢PUES. POSITIVE DE40N LOADS WILL BE LOOTED TO 40.0 PSF DUE TO WATER TEST PRESS IRE OF 0,0 PSF ACHIEVED IN TEST. 7) IJ/16' iAPCOH TYPE MSTMIATION AKCHOR MUST BY OF SUFFICIENT LENC7H TO PROVCE A MIN, 1-1 4' EMBELWENT INTO SUBSTRATE /0 INSTALLATION SCREW AT HEAD AND JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1 1/0- ION. EMBEDMENT INTO WOOD FRAMING 3/10" OIA. TAPCON AND" Q /B INSTALLATION SCREW TO BE PLACED e' MAX FROM CoRNEm a 24' MAX O.e MAX BETWEEN. B) BUILD D004 AROUND THE CURVE PORTION OF WINDOW FRAME To BE ENGINEERED BY O NERS BUILD DOWN MUST BE OF SUMCIENT STRENGTH TO AOEOUATELY TRANSFER LOAD FROM WNDOW TO THE STRUCTURE. D) ELEVATIONS SHOW COMMON CONFIGURATIONS IT IS NOT INTENDED TO WIT USE OF 1NIS PRODUCT TO THESE TWO CCMi1CIURATICNS. THIS SHEET APPLIES TD ALL CONFIOURATIONS OF FIXED WINDOW FRAMING SYSTEM. OW TH ab.&--I ELEVATION Q 1 1/4- MIN EMBEDMENT. VIEWED FROM EXTERIOR �....... SEF L 1FNN � NFAi INSTALLATION = Ai ANCHORS L� No. 47371 0 STATE OF • r S AAi �^ •• A[ O R LOP•'• V FF J' 'Ills/0 NA L FFIT4NN•� WINDOW SHIM AS REO'D (SEE NOTES) FLANGE TYPE WINDOW FRAME _, 1 1/4 MIN. JAMB EMBEDMENT GLAZING (TYP) SEE NOTES 7 !IN INSTALLATION ANCHOR. "CAUL BETWEEN WINDOW FIANCE SHEATHING G 1! Tq ONE BY ")DO PERIMETER CAULK BUCK BY OTHERS BY OTHERS CAULK BETWEEN WINDOW FLANGE h WOOD BUCK. SECTION 2 rl rY/A-rIf-,kI VIEWED FROM EXTERIOR YOOSEF LAVY, P.E. I CONSULTING ENGINEER 0000 FD1 1ADE L9x7E F 100 INSTALLATION DETAILS TWO BY BUILD DOWN SERIES 1450/IMO/1570 DESIGNED PICTURE WINDOW w� ecuc AR IP N/A • TWO OAT[ OBE NUUBCR 12/10/03 B WSTALADON 1450 PY INSTALLATION ANCHOR CAULK BETWEEN ONE BY WOOD w000 BUCK Q BUCK BY OTHER MASONRY OPENING BY OTHERS 7 CAULK BUCK FLANGE BEtWO IT4 I h WOW BUCK Q SET: TABLE PERIMETER CAULK -/ LIT L1J—J By OTHER 1450 HEAD -1 I SHIM AS REO'D (SEE NOTES) EXTERIOR II SDM AS REO'D 1459 SILL (SEE NOTES) PERIMETER CAULK BY OTHER SE E TABLE CAULK BETWEEN WINDOW Q I FLANGE R WOOD BUCK ONE BY w00p BUCK BY OTHER CAULK BEIW:EN INSTALLATION ANCHOR WOOD Bum h MASONRY OPENING BY OTHERS SECTION 1 ONE BY WOOD BUCK BY OTHER SHIM AS REQ•D (SEE NOTES) '\ 1458 JAMB _ r 3035 METAL GLAZING BEAO —1 CAULK BETWEEN WINDOW RANGE k WOOD BUCK PERIMETER CAUL( BY OTHER WAN HEi . N RAl NQ_TU 1 SHIM AS REO'D. FOR LEVELING. 663 ``,.I555Ii1, EF4) 3) CAULKWBEHIIND WINDOW FLANGEYATO HEAD, SILL dr JAI.IDS. _*., CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW RANGE.GLASS T14ICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLA HSINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUFTED - � 5) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15X OF DESIGN LOAD APPLIES. PWAnvE• ND.42371 OESICH LOADS WILL BE UYITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.Q P y i ACHIEVED IN TEST. � 7) 13/16• TAPCON TYPE INSTALLATION ANCHOR MUST BY OF SUFFICIENT LENGTH 10 PROVIDE A MIN. 1-1/.- EMBEDMENT INTO SUBSTRATE F6 INSTALLATION SCREW o � '. STATE OFAT ,• 2 HEAD AND LENGTH E 1 MIN. EM13EISVENT BE OF PCON AtICHOR h #8FFICIENT INSTALLATIONHIEVE SCREW SCREW 70 BE fit a .,/8- INTO WOW FRAMING. 3/16r CIA. A FEN.t"t = PBUID XOF /0 �'�� 8) DOWNMAAROUND THE CURVE PORTION WINDOW RAPE TO BE ENGINEERED BY LL NAL , OTHERS. BUILD OWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LLLLLLSI.��``, LOAD FROM WINDOW TO THE STRUCTURE. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INRND:O TO LIMIT USE OF 11-IIS PRODUCT 10 THESE TWO CONFIGURATIONS. 10) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE OUANTITY LISTED WITH NEXT LARGER SIZE. v D ( INSTALLATION ANCHOR CAULK BETWEEN MOOD BUCK MASONRY OPENING EXTERIOR BY OTHERS SECTION 2 ELEVATION VIEWED FROM EXTERIOR FI FN A T1nKI VIEWED FROM EXTERIOR GA 5A WPMAnIE ANALYSIS • A} DR OHART FOR m AL ALUMMTM SEMES 1.5r0/550/167D DESOo1 P. r •m. mu n.r. �+. v • nca ...sel o �1>. NAu °II � tvr1 .1 . �� 1n � n..l � . ..r .r. dam.. • �r m� r• r.rr • Omolt rwc an.m 1 -1 rrrr r rwc rlemolt MDDf/ DEvw rRrSsna OESO. PWSRW DESIGN Pr®Ae 11 EA Ar [Ao1 N000 PTT (Psr) FAAO CAPAOTT (PST) WP " M NrAD Su JAW H[AD sLL A..K 20 Q -w - - I I I I I I M 173 -.1 I t ! I } ]c I 30 -ro - - 1 7 1 t t 1 30 I b -w - - I I 1 1 2 1 Alb _ _ _ 1 1 I I I I 30 [ w A 1 A -N - - ] I 7 ! I I 7 7 1 I -53 >• . A - -y 30 1 w - - - 7 f I ! f ) Y . 73 -5. ] ] 7 I ] ) b.50 T 1 i 1 1 } I I I I I b 173 -5x 1 r 1 1 1 113 -51 ] } ] I } b 1 50 - -61 b I b - -HI - 1 1 I ) 3 1 b I 1 1 ] 1 1 -.1 - f t i ) ] ] b I w - - -.x f I ) I I ) 4I 13 -w 7 1 ] r f w r A - -b - ! r 1 1 ] 1 w I b - -.t 3 ) I 1 ] 1 ] 1 1 w. w - _ -5I 1 1 t } 1 I w 11) - - -b I ! ) 1 1 ) 13 I A _ _ _y ] ] x ; 1 13 . b - - -v ] ] 1 ; t 1) 1 b - - -50 ] ) 1 ! 1) 1 13 HEIGTH YOOSEF LAVA, P.E. CONSULTING ENGINEER 9550 FOREST LANE. SUTE / 105 DALAS. TEXAS 75143 T: (214)340-0049 F:(214)340-0067 FLORIDA LICENSE 042371 ImI 9. 0r61 r • T.n~ n nml • t.D IW Nlm • o.k IT nvl INSTALLATION DETAILS TWO BY BUILD DOWN SERIES 1350/1650/1670 DESIGNED PICTURE WINDOW in AR ••• rA u N/A 10/ c B • tT/01 1]SOpS-ASSY G.A. 9 INSTALLATION ANCHOR INSTALLATION ANCHOR SN04 AS RED •a (SEE NOTES) ONE BY IYOOO MANCRETE CR //B6 (( 3/16- DUL TAPCON 8" BY OTHERS MASONRY OPENING iNIiE TAP0O45 AM By OTH 315 NOT REO'0.) CAULK BETWEEN DOOR FRAME WOOD BUCI a YLm INSTALLATION ANCHOR ONE BY WOOD Z 11AS"Y OPENING D /B lCIEN (T1'P. . !ARE BUCK BY OTH ERS BY OT4CR! CL.A21NO NOT �0.) 4 (SII NOTES) SNIP AS REO•D 4 1-1/•• WIN. (SEE NOTES) aT 4 • CONCRETE OR MASONRY • 1 //4• MAX� SHIM SPACE . p OPENING 0Pf)iNC BY OTNOm • O INSTALLATION ANCHOR J/Ili 0Ll TAPCON STUCCO by On4ERS CAULX IETnEDN YAS•Y O90NG PERIMETER DOOR FRAME BY OTHERS BY OTHERS HEAD PERIMETER Glxx By OTHERS BY 01HERS 1-1 4• CLA21NG DfT (SEE NOTES) OoaR WIO TN 1/4" MAX E%TERIOR Si6Y SPACEIIELJB�LI SECTION B-e C 1 �. • 4 • 4 4 S STRIP �i 9 0001 • 1-1//•" YIN. LIBERALLY APPLY CMALUNG • • [Y)I[DANENT UNDER SILL OR SET SILL IN a BED 6 CONCRETE o d (Su No / (SEE No CONCRETE CA ! INSTALLATION ANCHOR MASONRY OPONNC SECTION A -A 3/16• CIA TAPCOI BY mum matm I) 6oe11 MATDUIJ ALIAraN1 him goal V TAMM "K NJDILATOI N994" N/T t O N MCKHT LINGM TO AOLK MOL DOOR OF 1-1/•• INTO YA OIlm R Comm a Al DI1At 1ME1R 4 FTft"I 1 AMOOM "IM" m TAR ■ ALL IIIAM IOMaI 4) uK lA1TI CAW "A raNrla WAIL ANIMIO 81I17101 OF DOGE N IT aACT DOTE Q M NOT Ux1m M AMOIR O ARr, UK AIOIR OUAK1m UVO WIN NOR LAMM 1Ia. Hal ONE APPOWISAN !aM PPtMME NOM • ru ImtT gum I® u! mamm rwA" GOON !OR A comrmu ATOP TO numM MOM T; BOU AIM MAX! 010111q OW MAMM 411.111111 AINNM1m. 1DMOm SLAM Itrabo MAY WIRY rOl IImAIInlan S AXIM D]M MAN OIAXA F) ALL FACTORY APPLO LIMO MOT DOROO FM INCON A1Q01 ENO U) t Rahn VT M' 6ROM or 1Ytlm'Tf Loom TO roomm NNE Wr oelxwNR IMm Tqm RICK N S SHIM / >MO AT EA AXI m N WNID TR A 1 lull ATNR WAY WAtlF1 ' T NM A6 LMOMLAV AT [A In O f W ATIR W" 1111x. Al10NlU NV FTAR TO R I/.•. . 11 ALL NlTAl1AnO1 AIOIOI! NANli N IAIM W OOe10001 RIxOM P 1N AFF" 1 Of I M AI71�M M_ — AIM V A[O♦mF1e F® rA14 AR110Vm OOIIMMTOII AR - HERD Of rL C0Vw I11ME 1O 0 ALL OOIOM AlF U67m AMR AIM NIDr 0M PM 4MNr NeMWK 6QTMlATa :CT00 •A -A•, 1-6• M PION fbV IJRAIL NRT 70 I' TAFOM A W ALL O W we mNRrAIIOLL I.) IsAllON AtLOIISU WALLA 0" TANELI ANO101f m MI 74' nG I>) me0 DOOR 0 Al MAN OOOe N NIOML T6! RMF ALMUN APPLIES 10 4]0 • 440 )OMl u roc OOR a .trAua r 100E IMAM 6TIUCMR 17M //11a 1RW! Is anladr 1134TM m AOMK 1-L/r Mr. cr mran FRO NJtmalL PL40 010 Km" r rmi IAIOa A N4. Mr MAX. CAULK BETWEEN WOOD eucx • ///''- ONE BIT WArY OPENINC / WOW BUCK BY OTHERS/ By OTHERS TAPCON INSTALLATION CHART CALL ODOR LOCATIONIN HEAD HOOK STRIP UP TO 43 PSF 40 P3F TD W 01 PSF TO 70 UP TO 70 PST UP 43TO 46 Pat eo PW TO 70 SIZE SIZE OP PST OP PSF OD DPST 0 PST OP So" xO. OX. IO 60 x e0 J J 3 4 J4 606e XO. OX, XX 72 X e0 4 4 4 ♦ 3t 3 Nu Xq 01. xx 66 X so e S 3 4 31 4 S 100" M OC xx ,2o x 60 6 6 7 • J 4 S eoe0 x0x ex. xx Sol 96 3 J J 3 4 3 a 606E XQ OIC XX 72 IT 90 J J 3 6 4 S 6 mm XO. WL xx 1b x M 4 4 5 ♦ a lam XOL WIL )(X 120 6 S E 7650 oXo V1-314 x so 00-3011 6 4 3 4 6 12006 0XD 143--" x m 7 7 6 4 3 4 3 1-'WU CXD tit -A/. X 6o 0 10 11 4 J ' 4 3 7e6D OXO 0-7/. X c0 e e S 6 4 e 0 6oe4 OXo 10l-3A x M S S 6 ! 4 e 6 120e0 Olin 143-AAA IT M 7 6 a 3 4 0 0 _MOM 1J 3 6 60" few to*- 'A.x e0 6 6 a 4 3 S 12066 All,42-I/r X e0 7 7 6 4 J 4 3 low zx 176-" x so a to 11 4 3 4 e low IOx NS-I/N x 06 e S 3 3 4 0 6 2000 xx 106-4p X N 3 S 6 3 4 0 6 120e0 wax 142-y1I X 116 7 6 6 6 4 a 0 176-. 13 6 t0066 OVIOL xxxx DA J 4 120H OID10. XXXx 144-%A X 60 7 7 e • J 4 3 1606e 03= EM 192-DA X 6o a 10 12 4 J 4 3 lowo r I w000I 120-OA x OR e 6 7 3 4 e 6 12060 CIOm. OXX 144-" X M 7 e 1 3 4 6 6 b 12 ,4 3 d ,-I/ 4• YIN. f]NdO7Yt71T CONCRETE OR MASONRY GPENNG S1l1= BY 0140ti BY OT E RS CGMLX OET14324 �— WOOD BUCK r SLIDING CLASS DOOR HOOK STRIP 11NIDOI T110TH A -, A ---w EXTERIOR ELEVATION `007ALLATWH ANCHOR SIDNO GLASS 3116. CIA TAPCON ` ►JAN T•/' 1 DOOR INTERLOCK . �••. N Q : '^t1FICgr `', HOOK STRIP DETAIL IOOI L Lr* lt• dTin III T=.PA bN 1111 n -Mick n 7=1 SOIES 420/IN /AUiIONUNG DEIT LGU55 DOOR wr f . .. M.A1 ` BB N 4A Ta wail oz-7o d �• m" 0 20 02 B GEN-0024 �•� r r..w • r •ra � r � •„r.a� a,t I•t � b..rl RYC. r7• I,�I r rF0 7 ./ iO CONCIIETE TaD Of t1000 DUCK ANCPMR OR MASOIwr 3/16. OUL TAICOI r r11011 OVOMO ! t3-1/Y QC MAX BY On OTIQ SY ! 1 my OA ! 1a WOO 61Aoc •7 OMOts (su NOTE I{) Y/Y AS REOO (SIX NOTES) 4 C . n S ItIQO � eY OMU3 CAULK Y CAULK er OTH.OIS DOOR rxAYL OITEMOR CLA174C (SCE NOTES) CONCRETE on YAS"Y (PI SY Ormum USERALLY APPLY tAUL)MC UK" SILL OR SEI SLL N 96TALIATM A►Oa /6 BMW •CxA2c RTOM VOOO etA. a, MASONRY OF641010 BY OTIE13 t� AS REn '-'/'• Mat I (SEE MOTO)DOOR I [SBTwENr +AMD I C"ZINC (Sa MOTES) IOONEI" CAULK By OTHM S Tt/CC0 By OMOt3 w1cm t DOOR llOn1 - CQXX BEP{ED1 n000 W" k UP" 0PENIN0 BY OTIE,S INST • t-) e' �• CALL DOOR T SIZE & SIZE IN oo.olEx CONFIGURATION INCHES OR MA30ANr OPOMO Wba 1IA CK a 60 i D0 • • BY On4m BOSS XIX OIL XX 72 1 9D BOSS NO. CIA. a" It e0 to= 10. OX XX 120 It N A wed, tm. ON. N 40 It06 6m NO. ON. KX 77 1 N Saw NO. men N•N p lYR) W OOOD DUCK ANd10R BOSS mt0. 100-1^ X DO 3/1{ 01A 120ea ONO 147-aA It e0 TA►COI {• ISOee ONO u1-aA It eD a raw OLDS • 75M Ono 90S0 ONO of -a/. 1 96 toe -SA 1 06 IS-1/1; • ac 12090 010 143-SA 1 96 YAX O01103tS 1_ _ 1 .A INSTALLATION 90ee l6X 106-.A. 1 W D p ANCHOR 120" )mt 141-w : N u M B[w )DI Ile-IM ItTOM 80 76D0 )OY 6 eh 4lM S N 90e0 )ON IOe-4/M 1 N CAULK BETIIMX 0D )20 )m1 141-4m 1 N By OI/tTR! 1106a coaco xxxx 1Sosa OtOtA IOO7 1.2-AA a BO lel-aA 1 00 IDOW 0 , . X)n 120-AA R N 12000 OVA to= 144-$A 1 N _1/4• MAX 2 •Y a OR SIM SPACE 2 X e DODO etlCtc 0Y OTHM SFCnQN 8-Q (SU NOTE 16) e SLICING CLASS DOOR ° ° ' H100N STWp a 80 OF COMAE rE It ° 4 L . sEcnoN A -A � aA. � d am 1) OOM WTMN: N1MMY Allen 40001 Q TAPOW 71R DMALLAWN ANCPM 011 WAT IN S "MINT LMON A AOR`[ Ill OtIlln.rt O 1-1//t' Own W.SOAr O1 ama". On NsuV aON nTA.LAaU0406 Mat IN OFOYlI00A 12)CN TO A,,.AIM O@rpfl 0 1' NTO "a n Gem N!0. 1APOW MULLAa0N AIN71a1 FIMT 10 MO N FRANK SLL U! C^Ax rot PUMTOr sm "lot" vrwm N or I .1.11001AR r QACT COOT UK a IAOT two INeaMLLAt1O1 Apolm *vim WIN Amolm aAYaTY {arm NM MW lAMip OWL TOR INNA"WWTE "M ►:&IUPV Nm 4 TON POCQT a" SIIf Its 0001 rwam a" Sa A CWIONARN tO remm NON11 IaaAae MASS IlHQW 31110i OLADO MM ArMVM IUTAOO "IS u•oa M NAY VW q mw M4X?S O ASTY Elam OASI 014RTL 1) ALL rACMY A/.1/D tglC NOT OCSOm rW IAPC01 ANOlpll 941A0 N F LM NM A WWW v 00r100•t ID.IN ION ra01D1 .K I. O•IONAprt NIO 110 By WOW axs t. 4) MN / NU Wa07 MIN 10 N • ALD WN A SALLL ADNT NO. AM NAT "I IMM AS lfe6 AT u 391 OF MTALLAOM APCHM NON L11AD NAwnO S•W WICK AtlDWINa IPPN 1740. 10 N 1/.•. II) ILL • STM1AU01 ►NO106 MaT K WM a rANOOae WINSTNM MAWR)" 1 MQ -2 4. __.. YOMO PAWL AND � OIl7'O(Ta n1® ►NOL ArN01m lxarwauam AR AS aK� us m ON w rALLATM O""T. (SEE NOTES) la) No ALL OO1a1OAUWG tat= ASOW AM SHOW on TNq ORANNa. Nowt" NSIALLA701 NCO" •A -A•. 'a -a' L NQR ST1N VIAL AA'KI 10 W"ALLAOON Or ALL APPWPOW OO M-WAOPQ CLASS 1.) NAa'"0I.AW SfAC1O RTIM tAPOO. AI.Ot� N rMANC O 10 N 24. = DOORIC DOOR NTOtIDdI 11) tONtl .20 11.0-6 OAF/ It" a Wa— II" Ian ALSO A..%Kl to Aa0 • ..0 tb4a "I to ON 3" VOW alxx A N IMMY IA910M ro NAr sa Itt UI.O 10 " 1.yOWY. MCPCR v ae431 HOOK STRIP DETAI STkICSAIL SMVAAx tr) DCPM .01.> m W.On or /A , m N a.10 /!. co"CRm OR MASONRY OPOO.Q ° By OTHERS ° I 1-,/.• IZK ATION ANCHOR CHART 3/11• Mk A •ag" TARCMIS N SILL 1 01 HEAD {0 q PO 70 ►W Op OP 3 3 4 4 4 4 S • 7 e ♦ 3 3 e ♦ 4 { i e e 6 6 { 7 p 10 12 14 4 S B a 6 7 6 10 11 S to e S 7 4 p 10 ♦ 11 1. S S S { 7 S to 11 a 13 tS 1 6 p 10 1 4 13 IS 1 e { e 10 11 e 14 17 e A + EXTERIOR ELEVATION S e e • 4•Ar.nr•1 Br oTllrns Q({J� CAULK BCTREN %,,�y ,'r- •• • s L—TACO a &ONO t �C .'�.P l�••� (LASS DOOR j . V • i IDOL l N, C4rnE1L R ISOea • rt F 11lO11 • Ma1, tt 7SI11 HOOK STRIP ..N.c /45TALLADON ANCHOR # : T tom? SERIES 420/450/440 SLIDING CLASS DOOR 3/16. OM TAPCON :•g4A A" INSTALLATION DETAIL NAM TWO BY BUCK IN MASONRY •r.INNN.1` 1 1 12/03/02 1 0 1 ULN—UUZ 1 IIIlUcu v�vo�vv N I'm GENERAL ALL WNNUM CORP. FLANGE HOR¢ONTAL MULLION DESIGN LOAD CAPACITIES HORZ EXTRUDED ALUMINUM TUBE MULLION IM445 SH SQ.E3 WHEN USED FOR MULLING TRANSOM MULL SPAN> WOW. HGT. V 53.000 61.000 74.000 80.000 90.000 96.000 106250 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 NOTES: ' CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION 014451 HORIZONTALLY. CHART ASSUMES TRANSOM HE]GHT TO BE ONE HALF MULLION SPAN OR LESS • WINDOW HEIGHTS SHOWN ON 'r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MUAlION AND DO NOT II WIDE TRAMSOM HmHT. READ MILLION SPAN AND wwcKNY HEIGHT IN R4C HES. • DESIGN PRESSURE VALUES ON THIS CI-KRT ARE IN PSF. • DESIGN LOAD CAPACITIES SHOWN ON THIS CHART DO NOT CONSIDER ANY STRENGTH OBTAINED FROM FRAME MEMBERS OF ADJACENT WINDOWS. • Dmm - U175 • CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2001 FLORIDA BUILDING CODE PREPARED BY: P+wDUCT TrG#10LOGY COIMORATR W 1150 LOUIISIAM AVE SURE 8 WINTER PARK FLORIDA 32789 PHONE 407 622.6334 / FAX 407 822-a= CA020039 29JW',- 9 01-1201 N GENERAL ALUMINUM ALUMINUM MULLION, DIE #1442 WITH NO REINFORCING BAR VERTICAL MULLION DESIGN LOAD CAPACITY CHART COMPARATIVE CHART IN DESIGN PRESSURE - PSF FLANGE VERTICAL SH SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1062 987 987 987 987 987 38.375 410 340 321 307 307 307 50.625 216 172 158 143 133 133 54.625 169 133 122 109 99 98 55.625 180 125 114 102 93 91 63.000 107 83 75 67 59 57 72.000 70 54 49 42 36 35 84.000 43 33 29 25 21 20 CHART APPLIES ONLY TO MULLION 1442 WHEN USED TO MULL SINGLE HUNG WINDOWS AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDITION Dmax - LJ175 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2001 FLORIDA BUILING CODE. PREPARED BY: PRODUCT TECHNOLOGY CORP. 1150 LOUISIANA AVE., SUITE 6 WINTER PARK, FLORIDA 32789 PHONE 407 622-6334 / FAX 407 622-6335 CA020140 18.Oct-03 02-0808 Florida License #47%6 GENERAL ALUMINUM NALUMINUM MULLION, DIE #1442 WITH NO REINFORCING BAR Q VERTICAL (MULLION DESIGN LOAD CAPACITY CHART r ,• COMPARATIVE CHART IN DESIGN PRESSURE - PSF V FLANGE VERTICAL PW SIZES Wm. WTH. > WOW. MGT. V 16.000 24.000 36.000 48.000 53.125 73.000 64.000 96.000 16.000 4237 4237 4237 4237 4237 4237 4237 4237 24.000 1412 1255 1255 1255 1255 1255 1255 1255 30.000 822 670 643 643 643 643 643 643 38.000 538 418 372 372 372 372 372 372 48.000 282 209 167 157 157 157 157 157 60.000 145 105 80 70 68 67 67 67 72.ODO 82 58 43 36 35 32 32 32 84.000 51 36 26 21 20 18 17 17 96.000 34 23 17 14 13 11 10 10 CHART APPLIES ONLY TO MULLION 1442 WHEN USED TO MULL SINGLE HUNG FLANGE WINDOWS AND PICTURE WINDOWS READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDITION Dmw = U175 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2001 FLORIDA BUILDING CODE PREPARED BY: PRODUCT 7K7INOLOGYCORP. 1150 LOUISUINA AVE, SUITE 6 WINTER PARK FLORIDA 32799 PHONE 407 M-03M 1 FAX 407 6=-6= CA020141 I O1 OCt-03 02-Ml INSTALLATION ANCHOR (TYP.) MULLION ANCHOR BRACKET WINDOW FRAME JAMB (TYP.) I II I I II I MULLION ( II I ANCHOR BRACKET I I I I I I NO: GEN-0454 MUWON G.A. 25 DIE NO. 1442 INSTALLATION ® #8 SELF TAPPING ANCHOR SMS (TYP.) (-) a v v a v SEE NOTES a ° a #2 do #3 CONCRETE OR MASONRY c SUBSTRATE SHOWN. WOOD FRAME SUBSTRATE ALSO APPLIES MULLION DIE NO. 1442 SECTION A -A LIPLI 1✓ EXTERIOR ELEVATION B- B NOTES: SECTION 1) MUWON INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULUON, DIE NO. 1442, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION. ATTACH MUWON TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION. ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MUWON ATTACHMENT IN SECTION B-8 IS TYP. AT HEAD do SILL. 5) I rA�L OF MUWON AS SHOWN ON THIS SHEET COMPLIES WITH THE 2004 b G CODE ► ITH 2002 REVISIONS. IT IS THE RESPONSIBILITY ' 0 INE COMPLIANCE ON A SPECIFIC STRUCTURE. e6. GENERAL ALUMINUM CORP. 71 :1t CARROLLTON, TEXAS s FLANGE C T 0 ET I 9-11-02 1 A I REMOVE ANCHOR SPACING DIM. DATE I SYM. REVISION • VERTI AL MULLION tNS ALLATI N D A L w ► FL CoV` ALUMINUM TUBE MULLION, DIE NO. 1442 86 �t `,� AWA — — — — om 68 "mtia—=-- °"'c8/21/02 WRAU BY " fiaadoo 41- xrp"" ---- W"cy HALF /pMO I P1111CIC( TO fflWP MVO 11lll3 UU2MA AK- W= PNX ROOA itI I"W'SG1-42 -ow /M 4Q/-i0-4= 1✓ EXTERIOR ELEVATION B- B NOTES: SECTION 1) MUWON INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULUON, DIE NO. 1442, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION. ATTACH MUWON TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION. ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MUWON ATTACHMENT IN SECTION B-8 IS TYP. AT HEAD do SILL. 5) I rA�L OF MUWON AS SHOWN ON THIS SHEET COMPLIES WITH THE 2004 b G CODE ► ITH 2002 REVISIONS. IT IS THE RESPONSIBILITY ' 0 INE COMPLIANCE ON A SPECIFIC STRUCTURE. e6. GENERAL ALUMINUM CORP. 71 :1t CARROLLTON, TEXAS s FLANGE C T 0 ET I 9-11-02 1 A I REMOVE ANCHOR SPACING DIM. DATE I SYM. REVISION • VERTI AL MULLION tNS ALLATI N D A L w ► FL CoV` ALUMINUM TUBE MULLION, DIE NO. 1442 86 �t `,� AWA — — — — om 68 "mtia—=-- °"'c8/21/02 WRAU BY " fiaadoo 41- xrp"" ---- W"cy HALF /pMO I P1111CIC( TO fflWP MVO 11lll3 UU2MA AK- W= PNX ROOA itI I"W'SG1-42 -ow /M 4Q/-i0-4= INSTALLATION ANCHOR (TYP-) MULLION ANCHOR BRACKET WINDOW FRAME JAMB (TYP.) G.A. 26 1"o "a GEN-0459 MULLION I II i DIE NO. 1442 I II I I II I MULLION I I I I ANCHOR BRACKET I II I I I INSTALLATION ® p8 SELF TAPPING ANCHOR SM S (TYP.) MID.) I IL I, a c v v a a 1 v 4 v 1-1/4" MIN. SUBSTRATE ° a EMBEDMENT DIE NO. SECTION B - B DIE 0. 1442 A- A EXTERIOR ELEVATION NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1442. WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION. ATTACH MULLION TO SUBSTRATE WITH 3/16- DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4- MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT SILL ONLY. 4) INSTALLATION OF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 FLORIDA BUILDING CODE WITH 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 t6gp PSF off .I GENERAL ALUMINUM CORP. �'�`��•'• F I �' o'10 CARROLLTON, TEXAS •' : '^nJr- PRE —CAST SILL MULLION INSTALLATION DETAIL t r W/ALUMINUM TUBE MULLION, DIE NO. 1442 • Z — — — — DAW. 12 05 1 2 _ s ._ , .$ w►�t ---- � HALF rAn: — — — — ego �`GEN-0459 0 ' V " • _ QO ." Imo IOYiuM A"- ..HOC M.. root 407- 2*-W4 rM 407-42]-4= G.A. 28 MULLION ANCHOR BRACKET WINDOW FRAME SILL (TYP.) N 0 WINDOW -� FRAME HEAD (TYP.) SECTION A -A EXTERIOR INSTALLATION SEE NOTES —1 awG No GEN-0456 #2 B� #3 ANCHOR (TYP,) MULLION °4F DIE NO, 1445 D INSTALLATION MULLION a ANCHOR - #8 SELF TAPPING ANCHOR ° (TYP,) SMS (TYP,) BRACKET v a — — — — — — v v ° CONCRETE OR MASONRY SUBSTRATE IS SHOWN, WOOD FRAME SUBSTRATE D ALSO APPLIES. MULLI❑N DIE NO. 1445 v a D ° SECTION B-B 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) INSTALL 148R*b i1M,LION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 FLORIDA DjrVG �i, VjH 2O02 REVISIONS, IT IS THE RESPONSIBILITY OF OTHERS TO DETERM `?kP� % SPECIFIC STRUCTURE. .O Iva GENERAL ALUMINUM CORP, CARROLLTON, TEXAS 1p w . 7m-D FLANGE HORIZONTAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 E L E V A T I O 41 ME& ---- M+ BB AMVD =--- DAM 8/21/02 Long W L1 027 9 vT/rT' ---- SCAZ HALF ten'---- VWG toGEN-0456 nay " nowt TWOM , m.. uw LMZa AVc, vwroa .M.6 n1M3M =ram. MM .Q,� ......-.f.� �estpata Review Certifica F CertiSc2te '-3026?4', C - doc~�:�1enT:Gn N1sc r:re:p-:�L;�Cr = -- -- :I�'GT �OGi _ .tJCUIC--_S pn __ _:�•=-, :: nts mdic3::C below iG Qe:e.::iu-:e "ne Di_fiie -- -D�i 0 eSic' lOaC cIlL lilt 2_" _ -- cT5 �1+a�: 01 I.OL'A- i 1Cr1C.:. ��OLOCGI D.=;O' D.=�J_ �C T'� ��.- _._ _. 1. 71 _ i0r a7DLIC3G111-./ it S-urpor. Ji 4-:Z Zonla, e` n -oduc, TIe: r e -0r u - I` or:�la c a. '�I�nu_i :� "roduc: un? _IIC _T: C1C- .��.de_:. r Lh e t s :I1aI ille 1eS1 r:70r'a 'rOV1Qec - - - - CalL ?e-ol:. �,ce data _Manual spec _ed Herein. The anacIled �, y 2SGIIlir'�ic�.QOr C`i?%TeS.� lc�:ces �=Ouely nuLbeie- y _DrOGllCL �oaeli DroV'des cor-e'_=i]GC 17 = Cr: -0r e2CII model r..viewed indic=:�n_o Lhe ,� lab, - s i 5,C= cZ.(fr3112P.0n n_J1—�uaripII 3IlC raIiI1QS for desi=. . load =ne 3r711C3C111r+ Gi 1=- ss-—pac: 1e_5�..!e COPS .Ill`-,aLC„SL1rSDe?- --- _ YV? 10C: Ve-_C L:0j: S"= r� - =-7%�_:: �� - --- En nervy _Doors �-JC1C: v1wood-edgeStee! Door- lami-30?614%r-001 j LE -- eta-Edge Steel Door (ylarrig 0_641"C-002) Fiberglass Door ' Se :� ) - no �:710wieaQE of :he rest conduced end neS made no arremDr :O ✓e_=; :n_ 0; _Or'�CJLCC O! :ne Sara ;:1om :Z. A-E relieve Con=C- C- we_c Jell: u7 :Ie:_.-7ii�� :11Q: I-=resenrazo2s 0, L. :iarc ; u_t oi:�� jrom r_;1e'N w= iOr +. —,C,-urQ1 aei ,0%Tf1anCP r�^..'!� Ot1N 2PG u:.: ,iOr iT c'.::ue du :miiudsiarl or � . 77 o-' . ri _ n - -oIec: APR-16-2003 WED 03:49 PM TRIM PAK FAX NO. + P. 02/ 12 Apr•I6. 2005" 3:33PM 2 p°7 To: PRECMDOR DICKSON' 61", 446 1229 NG, 7912 P. 1/1) Masonite International Corporation TECHNIC.A.L ADVISORY PD White Date: April 16, 2003 Ciryof Oviedo, Florida (407/977-6027; 407/977-6025 fax) From: Kenneth R. Imhoff CC: D. Svnd (407/957.6234 fax) 5r. Project Ma11$er — Exterior Door Pradu- R. Barry (9131982.0914 fax) idtnhoff@mamita.cotn 613/441-4255 office 813/335-4171rnobfie 615/446.7729 far. Subject: Air & Water Performance Results on Exterior Door Units Submitted for Permitting by Engle Homes. Reference: Product Approval Sheet's C01P-VM-MA0101-02; COP-WL-MA0121-02 Indepantly Validated under the Warnock Hersey (WH) Mark. It is our belief that the exterior door units defined under the aforementioned certificate of performance (COP) sheets comply Nvith the requirements of the 2001 Florida Building Code (FBC), Chapter 17 (Structural Tests & Inspections). This unit was been tested in -.accordance with Miami -Dade Building Code Compliance Office (BCCO) protocol ..PA202 performance guidelines. PA202 procedures include water penetration in :_,:accordance vt#ith ASTM E331 -_Standard Test Method for Water Penetration of Exterior Windows, Skylights, ,Doors, and Curtain Walls by Uniform Static Air Pressure Dtfference & air infiltration in accordance With ASIM E283 - Standard Test Method for .Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Spectfsed Pressure Differences Across the Specimen. Masonite certified test report noted on page 2 of the COP sheet (NCTL-210-1973-1,2,3 / copy enclosed) confirms that this unit achieved no water penetration at 8.25 pounds per square foot (psf) for door units designed to swing out Door units designed to swing in achieved no water penetration at 2.86 psf. The test report also confums that this unit achieved an air infiltration rate of 0.03 cubic feet per minute per square foot of crack (cfm/R2) for door units designed to swing out. Door units designed to swing in achieved an air infiltration rate of 0.18 cfm/ft'. Thant: you in advance for your further review of this information &. let me know if you require additional information to resolve this subject. Respec ly Submitted, f�/L�o3 K R. - I Mho f Masonlie/Prerridor Exlerlor Door Produete • One Pramdar Drive • Dicitton, ToDoo9oee 37055 ArTek, Castlegotc. Celco, Colorado, Decor, DorFab, Entergy, Evergreep, Johnion, Monterey, Oakeraft, FrcmvU, Rachman UniVcraal, Royal Mahogpn,v Products, Span -Rite, Spoeialty/Baylite, Steelwood APR-16-2003 WED 03:50 PM TRIM PAK FAX NO. + P. 03/12 Avr•20D3 3:34PM PREMDOP, DICKSON 616 446 7229 No.7912 P. 2/11 Premdor Entry Systems -3- NCTL,210-1973-1,2 3 (S)(F) STRUCTURAL TEST RESULTS SPECIMEN NO, 1S (Outswin?) PARAC-RAPH NO, TITLE OF TEST MEASURED ALLOWED 5 2,7 Air Infiltration 1.57 psf (25 mph) 0.02 CFM/F T' 0.20 CFM/FT2 52.3 Uniform Static Air Procedure Design Loads (30 second durations) 76.0 psf exterior Meets as stated 76.0 psf interior i Meets as stated 52.6 Water Resistance (5.0 GPH/F14) WTP - 8.25 psf No Enuy No Entry 5.2.3 Uniform Static Air Procedure Full Loads 114.0 psf exterior 0.041" 0.144" H 4.0 psf interior 0.124" 0.144" STRUCTURAL TEST RESULTS SPEC31Kir.N NO, 25 (Outswing) PARACRAPIK NO, TITLE OF TEST ME gURED ALLOWED 5.2.7 Air Infiltration 1.57 psf (25 mpb) 0.03 CFM/FT2 020 CFM/FT2 5.2.3 Uniform Static P,ir Procedure Design Loads (30 second durations) 76:0 psf exterior Meets as stated 76.'0 psf interior Meets as stated 5.2.6 Water Resistance (5.0 GPHIFT� WTP - 8.25 psf No Entry No Entry 5.2.3 Uniform Static Au Procedure }till Loads 114.0 psf exterior 0.051" 0.144" 114.0 psf interior 0.147" 0.144" STRUST MAL TEST RESULTS SPECIMEN NO. 3S (Inswin4) PARAg.&4fH O TITLE OF TEST MEAS_1 UP- ALLOWED 5.2.7 Air Infiltration 1.37 psf (25 mph) 0.11 CFM/FT" 0.20 CPM/tT' 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 5.2.6 Water Resismaw (5.0 GPH/FV) WTP = 2.96 psf No Entry No Entry 5.2.3 Uniform Static Air Procedure Full Loads 114.0 psf exterior 0.143" 0.144" 114.0 psf interior 0.039" 0.144" nUU-co-%UUe J nU Uo - oa rrt t K 1 n rrth r MA NU. 4U ►t50 f De64 I,. U•L/ Ud VL s� J -0 Proftaslonai Fnplrye-nrirq; S-�,rvicei for Drvelopera and Hulldem of Res;dEntial Fiousln9 J SO P.O. Sox 699.4 i 1tutvilie. F-L 327a3 ' Phone (407) 289-6UG ' Fax �'40T) 2R9-56A8 F'NGQil:-E-lt'S Nf1�QFPPOT)T►(-T A_( CEPTANr-T' :N 3D9400 FmiN sr.( Corporation 516 F..1';t Ana Strict 1'.0. Fits 4250 Awhe-in1, Cali(or;.ia 92803 1250 DX'.SCRT'- --10N' OF Tit\ i7 ltitodcl Dc.ti?n;ttior-: Kmikset Secs and Tnan Series (C -Lndrical Lo;ks) Matimum Over all Size: 2-1,1V Fes: Fore -tith a.1" Cross tier_•( 2.3/8" of 2-3W Back -set ) Gttteral deyc6ptiov: Cylindrical toted t}•pe loci; i c ;le d by incri:alt Test L:,bs of South Florida. 'test Report '.'A7 . U212.0 ;-96. 0212.04-96 signed and scaled by William R Mohner, 11.F.. Test Load Desi zn Lo3d P�,►�rri,:: ntr, {?.�'iM F-Dd2 w�; PA-202) passed passed i .a%gc d�ti«;1.e IniaaG. p. r P�: 20I pus:Q pssseJ (i;npacted 3S irsr.�rtg unit) �•:,t,�r,;�..�:��tnc'r'.st c7rt�:al n•clec •I:ivikset Serics pasiii`�c 65.0 psf 65.0'psf . r`;;ti�t.t�t .Laaaiag Test_ 6-7 1 total ct•cles ` 'Rwil:sei•Scries ncga6ve 96.0 psf 86.0 psf ratteuc l..ttaiiin- Tcst 671, total cycks Titan Serics posiiivc 86.0 psf 86.0 psf Fatigue Loading Test 671 total c:clts Titan Q�1jrc neectJve 86.0 rSf 86.0 oaf Dl Si ?n T'tessu.e i(a'ting: Y.»iksct Series - Pass�+g� Positive 65.0 pcf .(OUTSVir1NG) Entry (Tequires•F:sr:age b6h) Negative 65.0 psf Deadbolt l);.sign Press,UTC. katin?: Kv%ikst : Scrics - F-assage Positivc 65.0 psf (JA'SWING) Entry (nequiJes Txusagebolt) Negative 86.0 psf D:zdboh 1):.c�Mn 1';csr,.;trcRating: Titan Series - Pms,ge Positivc 86 0 psf (i�lT1"Sv1�G� F•IlIN (r�glllfz°S t:��s:3nC boll) Negative R6.0 FSc ' 1.�VSWNG) 10e3dbolt Q-. ANCFlU1:1(tiG: See rc�eru side this paRcUSE = Q. _ T40. 40116 STP.T GF 1. ArOrc :�d fcr t:r in locntioas a�i}tsing to the S.13,C.C.I., S.F.i7- .C., S.F.B.C. BTO'VaTd Edition. and «•her: v� rtquiten ants a� dete-muted by ASC F, 7 hilnimum Dc.vi-a Loads for Buildivgb And Other Stnietores dots nit •'� *' r�r:ssurt ratinLs lister abot•c. �� 2. The Gradc Rating of a loci: is not pertinent to struch7:a1 perf6nnancc as relates to Hurricsine / W;ncl Cndc Compti "` 3, Mn.: b:: wetl on doors tcstcdto dtsign ptescures eeusl to or less than thorn shown above. 41. Application for building Nmti.t shall l-- accompanied Imo• a copn• of t :is 2pprotial. . t t t - nuu-co-cuuc inu uO-oo rr1 min rrin rhA NU. 4UrOO1OCJ4 r, u6/uj INSTALLATION Op LOCH S'E.TS PER TESTING Acceptance #309400 r _-HAR ART _ KWIKSET SERIES NQTE,. TO BUILDING INSPECTOR THESE KWIKSET AND TITAN SCHEMATICS ARE FOR FIELD INSPECTION PURPOSES AND REFLECT TESTED CONFIGURATIONS. :DETAILED INSTALLATION INSTRUCTIONS ARE PACKAGED WITH 1'HE LOCK UNIT INDIVIDUALLY, KEYED WOOL SCRF_W� STRIKE J i �•co0 � J K>rcw DEAD BOLT v/ 2 3/B' or 2 3/4' BACKSET PLATE I Ile Pam RC�xrrcn v WOOD SCREWLATCH BOLT w/ 2 3/B" or 2 3/4' STRIKE _f BACKSET PLATE PER HANDLE SET TITAN' SERRIES . ' Pr? I•II.�GW�RE THIJNB TURN PRWIGED r z i /� unCNiNE • �1.^� � r SCREW VFYID e l � WOOD SCREµ, - LEAD BOLT •/ /s, or 2 3/1' +d BACKS -ET MECHANISM TO BE HANDLE SET. LEVER J ^ or KNOB. o: nrt, �• 1�!��i�` xncr 'l7•a' SUP1 i JATCH 8OLT W/ 71.3/ or 2 3/4' U' BACK;ET _ �•iRll•;E —� • P LAI E PER ^ / Ill MECHANISM TO BE HANDLE SET. LIFER or KNOB. MON-ml, NOTE TO BUILDING INSPECTO MECHANISMS WITHIN THE CLOT: ARE OPTIONAL TO THE PP.IMAR MECHANISMS SHOWN. FOR EXAMPLE: A THUMB TURN DEAD LOCK CAN BE SUBSTITUTED WITH A KEYED MECHANISM WITHOL^ INVALIDATING THE SYSTEM. Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff B Product Approval USER: Public User Product Approval Menu " Product or Application Search ^ Application List " Application Detail FL # AppUcaLionType Code Version Application Status Comments - Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Quality Assurance Representative Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of FL4668-R1 Revision 2004 Approved Masonite{nuarnaUuna| One North Dale Mabry SuitegSO Tampa, FL336D0 (615)441-4258 Steve Schreiber Exterior Doors Swinging Exterior Door Assemblies Certification Mark nrListing National Accreditation & Management Standard ASTME13OO ASTM E1300 TAS 202 j Equivalence of Product Standards Certified By Sections from the. Code Section 2612 HVHZ P! 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 % FIBERGLASS DOORS S£_ o 0 0 0 o a o 0 0 ? Nlo 0 0 o N o 0 0 da N c o g 'b g o 0 g 0 o 0 0 0 0 > 0 > 0 o 0 0 0 0 0 �6 o 0 0 0 o 0 0 0 n£ 0 N 0 � _ _ o - c _ o _ 0 0 � c v o o � 0 a { c o O m o < � v o w c = o 0 0 a t � o 0 o 0 0 0 0 0 0 0 _ 0 - 0 C o U o_ U U m U mo U D V o U m U U U m U U U U U U m U m U :� U �'= ol.roiluoi o of o 0 0�o O O o 0 0 o C L7 G O o 0 0 0 0 o L in u� voilR o�Ololo o c o 0 0 0 0 0 lc:!l G_ oo NN�I.NnIN o ova 000 NITo us u+us va ua-valvlo Rto x x� ,� x m x. m SEE . x x rn n.n . rn m o. v. N, L> � x K x. 0 0 E O m L = p I— i K K I I Ixl tcl^�?I K x K x ,I—�—I o apt M u U x o K C O K c o N o T el o;� rn o 0 0 c o o 0 2i o = c S m !o W�ffs LDPMADMID ama f amm ma m D" ovfm ofo va +ammlmi mlo-wmo - nm" from or Mz= me moat! 11nnl.mifOfine2Df. I Of we ►At1aY M VIfJIflml fafnn OPs'�`egQr�la��dafi N1ar1 rI s �y�y: r�A 7i.YR�TiiaY i Enterr,yv- /%I - FIBERGLASS r R -� o o 0 0 a o o� a f -� � - S 0 g 0 S 0 S 0 S 0 o 0 0 1oj - o S - o S o '} ems.. N N }_ _ ry ^ 0 r N N 3 ti N N - N ti A A A A /� I I = p= o 0 0 0 0 C O O O o a d= o m 0 0 0 0 0 0 0 0 0 o 0 0 o c l 0 0 0 m 0 0 0 0 0 o I o 0 o 0 0 0 0 0 0 0 O ~ O O O p O T22 O CDVO — C7 — O O O O C7 O C7 — O U — O O O C7 p O p C7 ^ x ac x x x x x x .c x x �' Y' " �' � �' m rn o .• d c z;l- va - w 00 coy m _ c o= x x rn �. �' x o m m •� o m m a � omi om. E u r e e oL o X X p a p O o X x X a o O o X X o w X x o o e c o ti � N ry N N m o o m C OS c�Y m S ` a M 0 - PRE►�fw ��:.n . M/ !D M 1 CDPALAD//,lID .K-tz .1...-a in QLT - p r d- xadra-2j k-fa maxim - muou hMM ma U=Nt[ —brits U2=rdp Imnio! MM.L XO or OX I, 1 t r Glazed Outswing Unit �\ 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: -'Sea Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 87. i Test 0212 Review Certificate 03026447A: 130264478: P3026447C and COP/Test Report Validation Matrix 13026447A- 001, 002, 003: I30264478.001, 002, aM.13026447C-001, 002. 003 Provides additional Information . r ailable from the ITSaWR websirs (•.vww.eflsemko.com(, the Masonite webslla ('w .malsonite.ccm) or the Masonite technical center. Single Door with 1 Sidelite Maximum unit size . 6'0' x 8'0- ' 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 101 a specific building design and geographic location Is determined by ASCE 7•nadonal, state at local building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0013-02 or MAD-WL-MA0016-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 0o 822 Series 00 94 Series 108 Series O akCj ff t000Rs AR K" [..1..1..r Ir•„ FIBBRCILAa3 BP.TRY E—a—: awr 17. 2002 •� OYi11,• R.... Ow conlir..i..e Oroenm w 110 eredimW-- nob. w<.k~l duipn uw dradao M a s o n i t e International Corporation d.0il .*l to ct—g. w few lade. X O or OX I l l I Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: t, m ppyF . a 450 Series 8S2 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805 W Certifying Engineer and License Number: Ramesh Patel, RE120224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick 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 PA262 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). WIZ444 �!� State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Vll-..kV—.w F7® Test Oau Review Cerdf is /3020447q 030204478: 13025447C and COP/rest Report VaWatlon MaUAt I3020ae7A. 001. 002. 003: A026"78.001.00?_ GM: 130211417 C-0Ol . 002. 003 Provides additional lnlomudan - "aWe from the ITS/WH weltsiu (www.edsamko.com). the Masttrtite website (www.nusoNta.com) or the Masordte technical center. Oak aft ..a. .� AR Kry FIBERGLASS ENTRY UOORS .—f—A.tipu 6—Own • L�. .�✓►Y./VI.Ye/La/iew GJ AMA tr, 2coz � O..IIry O..r• Ou cweh iw dtoo..,, of prc* a YROrw. te.r....o.detacenL d..iaR .m modua M a s o n I t e International Corporation d.t.il n bid to Wtq. "*hwW rock.. l l III r I Unit OUTSWING UNIT WITH SINGLE DOOR & ONE SIDELITE (BOXED CONSTRUCTION) TYPICAL HINGE ATTACHMENT 4• . A' BUTT HINGE (12 GAUGER DOOR PANEL SIDE JAMB r©I O oI ( A10. OFA' T HEAD — WOOD SCREWS to Be ADDED OURING INSTALLATION SEE MINIMUM IMSTALLAnON OETML TYPICAL MULLION ATTACHMENT FINGER -JOINTED X10 DRY WOOD FRAME HEADER I? STOP HEIG HT frM MINIMUM) SIDE JAMBS ATTACHED BACK-to-BAcx MUST BE JOINED USING I' X i? LONG COAsLTED FASTENERS LOCATED T FROM EACH ENO MAXWUM AND r O.C. MAXIMUM (STOP s10tj OR AIO A r FIAr MEAD WOOD SCREWS LEACH T FROM EACH ENO MAXIMUM AND Rr O.C. MAXIMUM (ON CENTERLWE OF STOP), TYPICAL THRESHOLD & SIDE JAMB ATTACHMENT FINGER•JOINFEO KOJF DRY WOOD SIDE JAMB t 1.1J4' X 4RVI r WITH 1!r STOP HEIGHT MWIMUM) AlX I-Yr MIGM PERFOAMANCE L Fur HEAD BUMPER THRESHOLD WOOD SCREWS On (4W1r k 7A' STOP (>1 TlOMGI Itr EIGHT WMIMUNQ CA" WIRE STAPLES TYPICAL HEADER & SIDE JAMB ATTACHMENT FINGER -JOINTED KILN DRY WOOD !. FRAME NEWER O s 41Y TH I? STOP HEIGHT MWIMJIA) RNGERJ01WED (S) rLONG I KI M DRY WOOD 1? CAOwN MULLION WIRE STAPLES (2•I? X .•Yr WITM 117 STOP HEIGHT MIMIIIJM) L� ANGEA•Y WOOD r IL FKILM INGE DRY WOOD SIDE JAMB ` �14.491 116 TM I? STOP 1, HEIGHT MWIMUIA) ................................... �n FOR Tr HEIGHT R SMALLER • • (A) FOR HEIGHTS GREATER THAN 7'r B SECTION A -A TYPICAL SIDE JAMB & SIDELITE PANEL ATTACHMENT FINGER -JOINTED XAN CRY WOOD SIDE JAMB U1.•II'm tr TH I?stop HEIGNn SIOELJrf PANEL A nb x r —j I_ WOOD TRIM t MEAD YIrXt?MW.) �rTAp1ED WOOD SCREWS wIn( LOCArE F FROM EACH CORNEA "a 16 GAUGE PIN MARS X Lf LONG. LOCATE IA• O.C. r MOM EACH OUTSIDE NOTE_ USE Ato X r CORNER X 3-3/4' O.0 FOR MUILIOM SIDE FOR MURIZOMrAL TRIM ARACHMERF m oL FOR VERTICAL rRIM SECTION B-B TYPICAL THRESHOLD & SIDELITE PANEL ATTACHMENT B s PM oL ` —J'1ET TYPICAL THRESHOLD S MULLION ATTACHMENT AMGE0 •JOIM7EO M04 PERFORMANCE X&M ORf •MOOD BUMPER THRESHOLD ynUoM =17I 77r STD► (2.1? X 4Yr MfIOHi MW W.Uq wIM I? STOP HEIGHT MWNMUII) Vlo X T H HIGH PERFORMANCE 0.AF MEAD BUMPER THRESHOLD _ wood SCREW3. Im4m I Tlr STOP ® LOCATE rFROM EJGNt MURMUM) EACH CGRMFR. Test Dan Review Ceniflute 03026447A; AJ0264478: — NOTE USE n0I r P3026447C and COPfrest Report Validation 1= RAT HEW w000 SOAEws rM26u7A-001, 002. 000; 130264478-0131, 002. 003; FOR HEADER ATTACHMENT 17026447C-001, 002. 000 provides additional inlO(MbOn - available from the ITSM. website �www.eOSemIO.COm), the Masonits we0slte www.maSOnIIe.COR1) Of me Masontle tecrI tenter. XA SAC Z- June 17, z002 •. o..u. o.... Cw —n—m INoOn.n m PAoeva RmpApemuq mee.e FDeGNeaOeNt M a s o n i t e International Corporation seven Ane WWvd em4 wore 10 OW ge w~ Toone. /1© or OX J- MID-WL-MA0003.021. Unit \ SINGLE DOOR WITH 1 SIDELITE 6' 6' CL TYR TYP. TYR TYR 6' TYP. 6'8' UNIT 811" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYR d _millt 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. • t t I t• t - • Width of door unit plus 1/2" • Height of door unit plus 1/4• 7I 7 w.n,ock H—'" Test Oata Review CertiSmte /3026447A: $30264473: 13026447C and COP7Test Retwn vaudadon vt- Matrix 13026447A-001• 002 00:1:130264478.001, 002. 003: I3026447C-Ml, 007 OM provides additional intannatkin - awilable treat me ITSANH welisite (www.edsemko.eam), the Masdnite �o weashe (www.lrtasanile.com) or the Masonile teonical center — Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA All 56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3243•, 3248, 3263' or 3268 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface baits 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 d8 and d10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4• embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. - 0 June 17, 2002 PRfJ�'fwn.// i'e.. .///'`% jJGUJ'f�'/ Vl/VG • dww"d"vMa vow,A of oroaw t�a, mve ,o,wo,tm Masonite International Corporation 4apn"Pe 4na tutim to dwQe.reew -ttca p Oak 'ride° PRO 30�` AR , g. ShhV es Sophisticated Design & v` Dimensional.Performance ; The muted color blends and subtle �9°o�� pQ��.•� shadows featured in Oakrid-e PRO 30 AR shin les add depi li and dimension to Your home. Two asphalt shiears with a rough Fiberglas mat core arc• bonded togetherand covered in colorful, durable Surface grannies. o Oakridge PP,O :,n AR shingles can-% a separate Ai ae F;esi,,tame% Limited Warranty. 0}'ear limited warrant%"- Durable weathering-gracle asphalt composition. 0 %ipit 11 ind Resistance limited Warranty-° helps ensure performance. • Class a UL Fire Patin, - the uidustn•s highest rating. e Enhanced warranty protection and �o extended period of non -prorated `= o Tru PROtec•tion". coverage of 10 years •��c: with ode ,` �Limited Rar►ann. AwAQAA�r r�*,� TheAichilecttrial Series :all Oweris,Coming Architectural Series products are desi�ied anal en iiieered to help you create a distinctive, `'one of a kind'• style for your home's exterior. ;Product Specifications Nominal size 13'/.^ x 38W Exposure 579^ %'- Shingleiiper square : 66 'l ndles'per iquaree 3 Coverage per square 99.9 so ft Tested for Excellence 'All. Owens Corning shingles are heavily tested to meet or exceed applicable standards measuring fire coverage :—"and wind resistance. - Applicable Standards & Codes ASTM D 3462 ASTM D 228 ASTM E 108, Class A UL 790, Class A ASTM D 3161 UL 997 ASTM D 3018, Type 1 Florida Building Code ■�� r�s i ��._�r•.. Plant Service Areas: 2. Jessup (South), MD ^� I Jacksonville, FL 6. Atlanta, GA a . 'See actual warranty for detcas, liatitations -nd requirements. 03/26/02 7'UE 15:51 FAA 4U'/36U1JVZ ru%,vn rvz%%.nnoai.v _ __ .____ . -'I- PANVEST GROUP LEI CHU ENTERPRISE CO., LTD. N. TAICHUNG BRANCH ip t s. IF 9- 10 4 9 it No. 9, Rd.10, Industrial Paris, Taichung City, Talwan I o1: 885-4-359.3508 Fax: BB8-4-359-3447 E,nsa,3: lelchu@aathinatmet. February. 3, 1999 SUBJECT: 1" to 3"x .120" Smooth or Ring Shank Electro-Galvanised Nail Wire Di2nncter:.120 +/- .001" Length:.975" min., 3.016" max. Head Diameter:.275" min., -375" max. Thread Diameter: (ring shank) .132" rain., .135" max. Ring/Inch: (ring shank) 25 min. to 29 max. Galvanization: Electro Galy. w/ 6-8 microns chromate The above mentioned nails made for Interchange Brand meet ASTM641-9r2 and are Class 1 galvanized. rGz) er ewud ea-22 rR OWENS CORNING 2-A 419 248 7354 TO 913213481001 P.06/34 File--R24"51 •PageIrl-l'of 1 Issued: 6/15/2001 TEST RECORD 140. 1 WIND RESISTANCE TEST: METHOD 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 1/4 in. thick plywood decking material and measured 5o in. wide by 66 in. long. Nominal 2 by 4 in. dimensional lumber provided the support and rigidity required for handling. The plywood was secured to the support lumber with 'ad nails. One layer of Underwriters Laboratories Classified Type 30 asphalt saturated felt (ASTM D226, Type II) underlayment was applied to the deck, utilizing a 2 in. overlap and cap nails spaced 12 in. OC. The shingles were applied by using four standard 1-1/2 in. galvanized roofing nails per shingle by Underwriters Laboratories, personnel parallel to the short dimension of the test panels while at •room temperature (80 t 15°F) and in a manner recommended by the manufacturer. The panels were maintained at an incline of one vertical- inch for each six horizontal inches during application of the shingles. No adhesive other than the factory -applied adhesive was used to fasten down the tabs and no pressure was applied to the shingle tabs either during or after application. The panels were placed into a conditioning cell while maintaining the one in six incline at a temperature within the range of 1.35OF to 1400F for a continuous period of 16 h. After conditioning the panels were allowed to cool to room temperature again while maintaining a one•in six incline. Two tests were conducted, unless the first test yielded unsuccessful results. RESULTS At no time during the 2 h period of exposure did any test panel experience 1) the adhesive of the self-sealing shingle fail to restrain any full shingle from lifting nor 2) any free portion of a shingle lift so as to stand upright or bend back on itself. Report by: Martin R Rowan Sr. Project Engineer MR/DM:Iib DMS Reviewed by: Douglas C Miller Engineering Group Leader TAMKO* NO..15 UL fett features a premium quality TAMKO organic felt (non -perforated) that is saturated with asphalt. Accepted for use as an underlayment felt to be applied ti ', `•�,":4 �-.*.t over the deck prior to the installation of TAMKO asphalt 'it: �dlc. "1�.+• ,_,'.=F: shingles. Underwriters Laboratories Built -Up Type 15 Label ASTM D 226, Type I I Roll Dimensions Coverage per roll Laying Lines 'All values stated as nominal 144' X 36" 4 Squares 2', 8-1/2`, 11-1/4', 1 T CAUTION: The National Institute for Occupational Safety. and Health (NIOSH) has concluded that fumes of heated asphalt are a potential occupational carcinogen. Do nbt heat or bum this product. KO ROOFING PRODUCTS TA *0*ks a registwW Vadernark d TAMM Paofmp Pro&xts. G'rr_ visit our Web Site at www.tamko.com Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th SL, Tuscaloosa, AL 35401 800-228-2656 Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Westem District 5300 Easl 43rd Ave., Deriver, CO 80216 800-530-8868 WATER-RESISTANT UNDERLAYMENTS Water resistant.underlayment is a product that consists of organic felt impregnated with'asphalt sati =L Some water-resistant undedayments, :such as CertainTeed's:Roofers' Select, also•contain a fiber glass rein- :: °forcemeat which increases tear strength and reduces wdnlding: Water -resistants inderlayment.was originally invented'to keep the roof decking dry until shingles could be applied: Applying this ender,; laryment was originally called "drying -in. the root " It was also, useful as a separation sheet betwecd the roof sheathing:boards (befor6"OSB• and plywood sheets.Were"used as*roof decking).and ibe asphalt. shin - glen This was i 3Wilant.berluse-resin pgcicets is the.pine planks. : caused the'asphalt.to.degrade Prematurely uniess'the undedayment ' :separated.the resin sand aspbalt-fr' ip each<oiher: ; .. Water resistant underlayment`is. iade.to:.'shed,most of the wafer that falls; on .it unless R is torn or _punctured.. its ability to be water- resistant is temporary- As the sun degrades :the_ exposed• asphalt the :;;ateriais_begin td dry, absorb. more -moisture, lose, its. strength and' eventual}x Begin id tesr .The,less asphalt used to saturate the ender- `' shed during, manufacturing; the shorter its.hfe: Since asphalt ;is''the.most a sive.co`mponent—of`sli gle uiidediym lorvei �.prieed.mateQals:will hiaive less asphalt and a shorter life when exposed . to:the sun *Covier priced shingle underlaymeat, for the same re=n, is Y:t' also Eject to severe wrinkling when it'gets wet or even just damp. toderl ymeat is used'under asphalt shingles for. a variety of . ::'teasons,:siicli as;providing Bacltirp foi.Ywdter=sii'edding protection ofthe deck if shingles fail from:windrivea.iain;.The:ltivver. the slope; the more important' .: 'lm ent:is`;since-water.11ows more.easily under shingles on ♦ A protective 4rri rIn'the elements between the time.the old shingles havii be .. torn -:off- ud pri6r•to the new.shingle being . applied. .Howevez;tlie underLzyment should not be relied on as a temporary roof.system:aliy;when the drip edge flashing is not yet in place It.is unlikely to'prevent leaking in the event of.. heavy wind hand rain.: An agent to ]vie 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 INSTALLATION GUIDELINES FOR WATER-RESISTANT UND.ERLAYMENTS The following is a general guide for the installation of water-resistant shingle underlayment..T'hese guidelines can be used regardless of the . weight of the underlayment. However, always be sure to consider the" . local codes. OVERNIGHT EXPOSURE If underiayment has been exposed overnight, moisture from dew should be allowed to completely dry before shingling over If this does not happen,.the moisture will become trapped beneath the shingles. Wrinkling cam telegraph through -the shingle and make a good shingle job look terrible: The worse part,is that.the job can look good when you leave in the evening but the wrinkles can reappear the neat morning when the'homeowner will notice them. While we've disccrssed underiayment being exposed overnight, it is highly recommended that the roofing contractor only tear off whir he can shingle over that same day,. This prevents the most common. undedayment installation problems. FASTENER :TYPE:. CertainTeed recommends rising nails rather'than:staples. Nails provide more resistance against underlayment tear.out Ins.very important,. -whether hand nailing or using a pneumatic. gun;dial the fasteners be driven flush. INSTALLATION METHOD -. When applying underlayment the key is to keep the product as wrinkle free as possible. 1. Unroll the underlayment parallel with the eaves. The eaves edge 'ol the underlayment should go OVER the drip edge.eaves flashing, but go UNDER the drip'edge flashing.along.the rake. . Figure 5-1: Applying gates -Resistant Underfayment Along 1'be Eaves And Rake The type of decking material used may influence the bolding 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, KS 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 approximately 6 inches apart and about 1 inch in from the edge. In the main area of the underlayment, two rows of nails are used. The first is placed 12' up from the bottom edge and the second is-24' from that same edge (or in fact 12" from the upper edge). This nicely separates the 36" wide 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 a sort of zigzag pattern. This will result in a simple pattern with all nails being approximately 12-15" apart (See tips above.) i 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. • Na it 2x4 stringers across lap areas. DEALING WITH WRINKLES AND BUCKLES i Organic felts expand when wet. They can wrinkle after being applied in a wet deck or if moisture is absorbed from dew, rain, or snow. If shingles are applied over an uneven underlayment surface, some of the wrinkles may "telegraph" (show) through on the finished roof. Of course, wrinkles and buckles can also result from incorrect installation. If these problems appear, several approaches are available to eliminate them. Fust, the underlayment can be replaced. Second, Figure 5-2: Standard Nailing Pattern For Water -Resistant Under&a =ent the wrinkles can be cut and repaired with patches and asphalt plastic cement. Third, wet and wrinkled underlayment can be allowed to dry 3. Succeeding courses should be unrolled in a similar manner over- out naturally from exposure to the sun. As the underlayment dries, lapping the previous course• by-2".-Be-caref tko-roll4t-out-straight----the-wrinkles-oftar` pdNown"=& tisap as the underlayment will tend to slide down the pitch of the roof The best solution for wrinkled underlayment is prevention. and end up crooked. The spacing of nails in this overlap area Applying high quality, well-sanirated felt, such as Roofers' Select, - should be approximately 6" apart, centered in the 2' arei will eliminate many wrinkling hype problems. Ask your supplier for (See tips below.) the highest quality he can obtain. Do not assume the underlayment he 4. If the length of the roll is not sufficient to complete the entire run, stocks is the best availole: Be willing to pay more for a superior. an end lap of 6" is required. We recommend two rows of nails product The cost of high quality underlayment adds very little to the 6" apart to hold the lapped edges in place. End laps should be cost of a job and can often be offset by the savings from reduced located 6-8' from any other end lap that may be in the preceding rework and repair.' Installers who insist on the lowest prices for ttriderlayment are the cause of the low quality underlayment generally underlayment course. found in supplier warehouses. Roll out only 1 o' of underlayment at one time, stretch it, check alignment and nail into place before moving on. Here Are Some contractors prefer to do the deck in stages applying 2-3 courses of underlayment then immediately applying Some Ti�JS... the sbingles to that area. Using this method they can sometimes reduce the number offasteners 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 be reused to hold the edges of your newly installed felt overnight. " 05/03/1002 09:45 32134E1001 COLLIS ROOFING INC PAGE 02 05/)2/2002 14:d9 14078948412 KAYCAN ORLANDO PAGE 04 YACAJN TABLE 107_M.2 MINIMUM MATERIAL, THICKNESS [in.) GAGE (rn) 1e 1 uminum 0.02d tainlrss Steel 28 alvanized Steel 0.0179 26 (zinc coated G90) inc Alloy O.OZ7 d rated Terse 10 1507.3.93 DriQ edge. Drip edge shall be providzd at eaves and gables of shingle roofs, and overlapped a minimum of 2 inches (51 mm). Eave drip edges shall extend 1/4 inch (6.4 mm) below sheathing and extend back on tha roof a minimum of 'A inches (51 mm). Drip cdee shall be mechanically fastened a maximum of 1 inches (305 rj;n) on cercer. w i'M 1. DESIGNED AND TESTED IN ACCORDANCE WITH FLORIDA BUILDING CODE. INTERN.ATIGNAL BUILDING CODE. AND INTERNATIONAL RESIDENTIAL CODE. 2. DASH NU!11BERS REPRESENT VARIOUS SECTION HEIGHTS. 3. FOUR SECTION 7' HIGH ODOR SHOWN. 8' HIGH DOORS HAVE FIVE SECTIONS. 4. SECTION HEIGHT OF 20.812. 19.00 & 16.75 ARE AVAILABLE AND MAY BE USED IN COMBINATION TO ACHIEVE 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 Ga. SERIES 281 SERIES GOS200 25 Go. SERIES 288 SERIES GDS500 25 Go. SERIES 381 SERIES GDS550 25 Go. VARIOUS HEIGHT DOORS. 5. EMBOSSMENT PATTERN OF 14.50 X 20.375 SHOWN. ALTERNATE PATTERNS OF 14.50 X 43.375. 12.50 X 20.375 AND 1.2.50 X 43.375 MAY BE USED. DOOR WITHOUT EMBOSSMENTS.. ALSO. AVAILABLE. 6. TORSION SPRINGS SHOWN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS BRACKET, REF. P/N 405964-0002. ON 8' HIGH DOORS ONLY. 8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE SECTION IMMEDIATELY BELOW THE TOP SECTION. ALTERNATE WINDOW STRUT CONFIGURATION- 1 HS2 ABOVE AND 1 HS2 BELOW WINDOW FRAMES. 9. THE STRUT PLACEMENT ON DOORS CONSTRUCTED WITH 5 OR MORE SECTIONS MUST BE CONSISTENT WITH THE DOOR SHOWN. 10. DOORS CONSTRUCTIONS OVER 8' TALL ARE AVAILABLE AND REQUIRE COMMERCIAL TRACK. REFER TO DRAWING D-408352. 11. REFER TO SHEET 2 FOR SERIES SELECTION GUIDE. 12. JAMB DETAIL. TO BE IN ACCORDANCE WITH DRAWING 409783. JAMB/SCAB BRACKET ATTACHING HARDWARE SHALL BE AS FOLLOWS: WOOD JAMB - 605574-0001 LAG SCREW, 5/16 X 1-3/4 CONCRETE BLOCK - RAWL LOCK BOLT, 5/16 X 1-1/2 EMBEDMENT 13. ATTACH STRUTS TO STILES WITH 2 SCREWS AT ALL CENTER STILES AND 4 SCREWS AT END STILES. SHAFT (VARIES) OPENING HEIGHT OPEN 11 3 1/8----I 2" X 6" WOOD JAMB 2" X 4" WOOD JAMB OR EQUIVALENT --THORIZONTAL TRACK & COUNTERBALANCE I r/L 12 P OPTIONAL SPLICE IN I HORIZONTAL TRACK AT I TOP OF RADIUS D,. �405964-0002 �405964-0002 a7 046450-0003 36 405964-0001 5 STANDARD TRACK DETAIL FOR 9' SCALE: 1 / 16" = I" 72 -1 L---.968 I _ I 2.093 VIEW "D-D" 2" TRACK UL 1MIL r SCALE: 1/4 (9' WIDE) GB TYP 6 PI CK DESIGN TEST MAX. ROWS OF END ROLLER SHAFT VERTICAL JAMB LOAD PRESSURE PRESSURE DOOR WIDTH CENTER STILE BRACKET AT STRUTS ROLLER TRACK (LBS/FT OF HEIGHT HARDWARE PSF (PSF) (FEET STILES JOINT GAGE AT DESIGN PRESSURE 37 55.5 9' t SINGLE YES HS2 1 2" X 7 16" TR3 .057" 167 STD. APPROVED PRESSURE RATING CHART DOOR WIDTH 8' 7' 6' DESIGN PRESSURE 46.8 60 60 TEST PRESSURE 70.2 90 90 JAMB LOAD Les/FT 187 210 180 NUM. OF EXTRA BRKTS PER SIDE 1 i I 7' BRKT LOCATIONS 54.5" 54.5" 8' BRKT LOCATIONS 22" 22• 1 22" INTERIOR ELEVATION SCALE: 1 / 16"=1 " PANEL SECTION EEDER OESCRmOON DATF AfN•Rpu.t - RFP PER DRN 400 000 10 19/95 56 QE CO . 468t r 0 9ar2 8 9 56 � �a �W J r - ZSJo3 1 3-7�p5 F � Z IF BOTTOM FIXTURE BOTTOM BAR WEATHERSEAL SECTION "C-C" SCALE: 1/2 THE DRAA'WO AND/UF TEC—CA WORUATRRN ON -S SNEET S THE PROKM OF UWRNE O DOOR CORP TKW OR US RRISIOAA' AND 5 LOAFED N 0ONr1DENC[ 10- ENNCWEERONO AND NITTLAL ASSISTANCE PURPOSES ONLY. D NAY NOT BE REPRODUCED OR USED TO NNRRFNCT A TNC OMMOSED HEREON MONOLff THE CYWdsS WERM PERSSON OF OVEAD DOOR CORPORAroN ..al. UAT RECALL FH SNEET AT ANr Tar SEE NOTE 4 1 TOP FIXTURE HS STRUT END HINGE HS STRUT �-- 1 7/8" THK. SECTION "A -A" SCALE: t/4 -IOWN) UP Es S OTHERMISE SPECIFIED —E-MtE.:+ -;.p tl%iJT.IG% `:' L aNENSRR.s .PC .. .ors:innu.cu ON DVEpNE AD DaOR DMus. ORA— BT: 1. +;.'�;:. s5�.. �....."F Tom PE VESSELS �,J/-28/9S,:. , tN�QLOAD, F, 9'- 0/3 AX �'•a�,7:%55'.5 PSF, 9'-0 MAX L uAtCRUL: CHECKED ITT: N/A S. BOUCHER 10/19/95 --atR ` NUuBC®- 408950 tee_ . sm �m.m- APPlKO (PnSH; UNR OE APPROIED NONE EACH 4(/SIIR(: S. BOUBr:CHER 10/19/95 3/8 1 s-m 1 a, 2 D NOTES .108 STK �.070 STK 0 0 ' 2—I1/16 o o F- --�— 2- 13/32 409808-0001 , TOP FIXTURE 091 MIN 2 , 1,32- 1----1 —il— II 0 3 9/16- 10 � o 0 o 0 F--�— 2 7/ 16" (z 40b7-/l-XXXX BOT. FIXTURE 2.25 I/s F 1 7/� 85/8 �� MIN. THK. LENGTH = DOOR WIDTH — 1" —y O 400650-XXXX, ROLLED HS STRUT ROLLED HS STRUT CHART PART NUMBER I MIN. THK. I STRUT 400650-0002 .052 1 —2 o• 0 0 2 1/16' O THROW O_ 4 5/8" o F— 3"—i U 409334-0001 , SLIDE LOCK ASSY (OPT ) 2 9/32 —{—.070 MIN 1 11/32 0 0 0 27/32 �1 {— 1 3/32 t 3/4� a 3/8" � � 1 3/4' 3 3/16 o 0 1 0 0 0 o 0 0 2 1/2' O o 0 2 3/8- H F 7/16 .090 MIN ----- 2 1/4 I-- .108 MIN —IF .,08 -- (J 407603-0001 , CENTER HINGE 2 9/32 H_ 1 070 MIN 000 0 0 3 3/16 o 0 O 407605-XXXX, END, HINGE PART NUMBER "H' 407605-0002 .85 407605-0003 1.10 407605-0004- - .1.35 407605-0005 1.60 O 405742-0001 , BRACKET, ROLLER SHAFT 5 --{ 7/16" DIA[— I� 1 13/ 1 6' DIA L ID 061166-0002, ROLLER ASSY, TR-3 7 9/166 REF 7/ t 6--I 1 13/16 DIA T REF 7/ 1 6 DIA. T REF. 11 061.1 66-0001 , ROLLER ASSY TR-3 O 405964 & 046450, BRACKET SCAB PART. NUMBER "L" 405964-0001 3-1/4' 046450-0003 1 a" O 405964-0002, BRACKET SCAB JOINT AG C®N iy END STILE P/N 409518-0004,5.6<1 CENTER STILE a P/N 408680-0004,5.E 2 STEEL STRUT O SCREW STRUT -SUPPORT -' P/N 605897-0001 408887-0002 CENTERED BETWEEN END STILE AND CENTER STILE SECTION "B-B" THE DM w D/OR TEOTw —M—Ow ON -5 WES Is THE PROPERn 0r wERNc DOOR coRPO In oR "S s+Bsa Iwo a —E. w coN,OcKr EOT EN EEW- O —0 WT /1STSTT++CC PORPOSES ONEv, AND wT NOT BE REPROOMED OR USED TO wNOEK K N//TwNO OTSCEOSo HEREON Wn 1 THE DY SS PEry SION OF OVERN D DOOR CORP TTON r1RpT wT RECdLL TH6 SHEET At No TRUE. 1. OESu;iJ AND TESTED IN ACCORDANCE WITH FLORIDA BUILDING CODE. 12. JAMB DETAIL TO BE IN ACCORDANCE WITH DWG 409783. INT!:RN:,! ZONAL BUILDING CODE. AND INTERNATIONAL RESIDENTIAL CODE. JAMB/SECTION BRACKET ATTACHING HARDWARE SHALL BE AS FOLLOWS: 2. DASH NUMBERS REPRESENT VARIOUS SECTION HEIGHTS. WOOD JAMB - 605574-0001 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 SECTIU NS. 4. SECTION HEIGHT OF 20.812. 19.00 & 16.75 ARE AVAILABLE AND MAY BE USED IN COMBINATION TO ACHIEVE VARIOUS HEIGHT DOORS. 5. EMBOSSMENT PATTERN OF 14.50 X 20.375 SHOWN. ALTERNATE PATTERNS OF 12.50 X 43.375 AND 12.50 X 20.375 MAY BE USED. DOOR WITHOUT EMBOSSMENTS ALSO AVAILABLE. 6. TORSION SPRINGS SHOWN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS BRACKET, REF. P/N 405964-0002. ON 8' HIGH DOORS ONLY. 8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE APPROVED PRESSURE RATING CHART DOOR WIDTH 12' 10' 9' 8' DESIGN PRESSURE 44.4 60.0 60.0 60.0 TEST PRESSURE 66.7 90.0 90.0 90.0 JAMB LOAD LBS FT 267 300 270 240 NUM. OF EXTRA BRKTS PER SIDE - 1 - - 7' BRKT LOCATIONS - 1 12" 1 - - 8' BRKT LOCATIONS - 1 12" 1 - - 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 REOUIRE COMMERCIAL TRACK. REFER TO DRAWING D-408352. OHD/GENIE EQUIVALENCY CHART OHO DOOR SERIES No. GENIE DOOR SERIES No. PAN THICKNESS SERIES 188 SERIES CDS300 24 Go. SERIES 189 111 ERIES GDS30R 24 Gov SERIES 281 SERIES GDS200 25 Ga. SERIES 381 SERIES GDS550 25 Go. 3 1/8n r. I D�- OPENING HEIGHT (VARIES) SHAFT (VARIES OPENING HEIGHT MINUS II- 2" X 6" WOOD JAMB 2" X 4" WOOD JAMB ..D.. 10 OR EQUIVALENT HORIZONTAL TRACK / & COUNTERBALANCE 12 R `OPTIONAL SPLICE IN HORIZONTAL TRACK AT TOP OF RADIUS �405964-0002 �405964-0002 a7 046450-0003 54 1/2 v 36 20 1/2 405964-0001-/ \-405964-0001 STANDARD TRACK DETAIL FOR 16' SCALE: 1/16" = 1" ENO HINGE R TRACK II 1-1/2 000 I l o 0 I II ROLLER SHAFT BRACKET 405742-0001 II (2 REO'D) ROLLER DETAIL SCALE: 1/4 407605-10, TYP 2 PLCS 061166-0001 TYP 2 PLCS 407605-0002 TYP 2 PLCS 061166-0001 TYP 2 PLCS 607935-0005 &- 405831-0003 TYP 4 PLACES 407605-0002 TYP 2 PLCS 061166-0001 F-.968 TYP 2 PLCS j�3 j VIEW "D-D" 2" TRACK 068 THK (VERTICAL) ■ go 405771-0001 061166-0002 HEAOPLATE /- :•HAFT DOOR WIDTH CENTER STILE ENO STILE ROOFRCh�HAFf STPUTS/SECT. RROLLEt VEP.TI I' HARDWARE GEpA (f/JPER FT�HT) 3 SINGLE YES 2 X 351.065 2.. X 7/16" .068" 200 STD. NOTE: THIS DOOR IS DESIGNED FOR A +/- 25 PSF DESIGN WINDLOAD PRESSURE AND +/- 37.5 PSF TEST WINDLOAO PRESSURE. LCrr[R OESC-l" WE wRm C REV PER EN 10099 01 09 98 J( D REV PER EN 11060 OS 29 02 Mt E REV PER EN 11205 11112102 Du WIG r'�APANEL � ,/� SECTION G. DI � i 'i�� MA TER FILE tz eat�co/'" [ �-zS o3 To/avi, BOTTOM FIXTURE BOTTOM BAR WEAIHERSEAL J SEE NOTE 4 SECTION "C-C" SCALE: 1/2 CENTER STILE ` P/N 408680-0004.5.6 2 (3 PLCS) SPRING ANCHOR 407603-0001 BRACKET (9 PLCS) 409808-0001 TYP 2 PLCS rd 061166-0002 TYP 2 PLCS 400650-0001 / HS 1 1---1111111-.,A., HS STRUT V-3 7 Sps f TOP FIXTURE END HINGE TUBE STRUT AND STRAP - 1 7/8 THK. SECTION "A -A" SCALE: 1/4 (7'-0" SHOWN) MAX. HEIGHT a 15 409334-0001 1 - 16'-0" MAX. WIDTH T;5` „ 40577 t..-0002' ;r 061166-0002 -' INTERIOR ELEVATION SCALE: 1/16'=1" rHE o -c . o/oR rEcHH .NroRwno" ON rms uH ms OTHDLvSE soccruo EpHEAD D R.a.scrs .a a ..00:m.rlt no3 w pV D Oq ��s. C y_ W.. _URA±�irit'...' ,`"; :>: •,l � . .. , •�.' �T.;, aOAD'� (80/281 /381 SHEV n ME PROP[Trrr or ovERHEAo 000R CDRPDRnnOR RS G.J.MOORE _ , 1 1' t 8/94 * . .-=,�5/37.5 PSF, OR suasaurr .w0 IS IO.WCD w COHrOCM[E foR ENo E[Rw -o -..L a SWE PURPOSES O-LY. -TumL: CKECKED UY: _ 16*-0" MAX +..o u.. Hor ac REPRooucrD ow USEDro u.wr.crwc o. , ,, m, rw.croo N/A ADA JOHNSON 12/01 /94 nH+rwHo m4xosm HEREON RRHON THc D ,, s • .n+ 0 O Q Z �,u ©_ 408832 PERvS$R)M a ow[ W) DOOR CORPOR/.IgH vHICH WY •PPUED rws.: .. m • Y.s. m� UNrt O< vE/SURE' •PPRd'CD Qy: H{lu[1[R (> CJ J RECN " SHEET .T u nuc. NONE EACH S.B000HER 12/01 /94 scALi, 3/8 1 swu 1 or 2 IFFTCR DESCRVrgN • • DATE Af C REV PER EN 10099 Ot 09 98 D REV PER EN 11060 05 29 02 E REv PER EN 11205 11/12/02 .108 STK 070 STK 0 0 2-11/16 0 0 f- 2-13/32 2-11/32 T-1 091 MIN --{� 0 3-9/16 to � o 0 o 0 2-7/ 16 2-1/4 t/8 t-7/8 — 5/8 .030 THK LENGTH = DOOR WIDTH - 1 O O O �2-,1/16 THROW O -4 5/8 . C)_ 0 0 0 �-- 3 - -I P/N 409808-0001 . TOP FIXTURE P/N 405771 -XXXX, BOTTOM FIXTURE P/N 400650-0001 , ROLLED HS- 1 STRUT P/N 409334-0001 . SLIDE LOCK ASSY ORANGE COUNTY BUILDING b IV. - 2-9/32-It--�I 070 MIN 1-11/32 I 27/32 1-3/32 Lt-3/4 I--- 4-3/8 1-3/4 2-9/32.070 MIN H0 QOpop 1oo �Ll 0 0 2-3/8 O �- 000 3-3/16 � E �� 2-1/2 O 0 0000 oO O---��---- 2- t /4 3-3/16 .090 MIN —T �_ 0 0 �- - 7/16 .108 MIN .108 MIN P/N 407603-0001 , CENTER HINGE P/N 405742-0001 , BRACKET. ROLLER SHAFT P/N 405964 & 046450. BRACKET, SCAB 3 LENGHT= DOOR WIDTH I 065 REF P/N 607935-0005 STRUCTURAL TUBING RECTANGULAR 065 THK END STILE WITH CLOSED END CAP 2 P/N 408794-0001,2.3 SCREW P/N 605911-0001 SECTION "B-B" CENTER STILE P/N 408680-0004.5.6 a TUAE STRUT 607935-0005 AND STRAP 405831-0003 EACH CENTER STILE END STILE WITH CLOSED END CAP 2 P/N 408794-0001,2,3 SCREW PIN 605911-0001 F 1RT NUMBER 4)5964-0001 A34- 5450-0003 5-t/8 —{ 7/t6 OJ T— �_J I I-t3/` 6 DIA7/16 P/N 061166-0002, ROLLER ASSY SECTION "C-C" P/N 405964-0002, BRACKET, SCAB JOINT I 3.00 --1 ---1 I-- 3/4 I I o 2.00 P/N 405831-0003 STRUT STRAP 7-9/16 CENTER STILE REF P/N 408680-C•004,5,6 a --I 7/16 7// 1REF 1- 1 3/ 1 6 DIA �. REF P/N 407605-XY.XX END HINGE PART NUMBER 1407605-0002 "H" .85 a07605-0003 1.10 a07605-000a 1.35 407605-0005 1.60 SERIES SELECTION GUIDE SERIES INSULATION PANEL GAGE 184 YES' STD .021.fs°' 185 FLUSH -.:021 186 YES* FLUSH:= R,,3<:021:.�.` 188 STD">' •:D2:7r`, 189 281 284 285 381 384 385 ;';< :: YE INSU " I FQ�SIYRENE,+ P/N 061166-0001, ROLLER ASSY TR-3 ,HE;1g5D1H' LILEES NO;7:;C.:.'K �r ,"at NTEGRIIY �F'.7HE-%' 600 . TESjEQ;�,ff�� •.1(.,. STEEL HS- I STRUT - ..E�'• ' P/N 400650-0001 wILA ONERWME SPECYIID ERHEAD O D NAME :: M1E .: , n.E owNwc AND/oa ¢wwc a wrwwnw w n.s � � � ba�m�Es a. O OA °i1AT• rvtis ow.r er: �i=:.:, '`' sNECY a THE RRacERrY a OOERWV Dow C Ow nON cmN,E NaE .Na[s, w "S SU090EM AND G EOwED N CwsrDENCE FORr.NnaONs o,+NRERs . O ]O eE..+jy:.el.:.eEp.r O G.J. MOORE ENPNEERNC AND U1RWL ASSSIANCE PVWME5 ONEY, —TER .ND wr Nw K REPRODUCCD w USED r0 —UWrUK _ , m „�„� N/A CNECRED BF: .. : •� -;.3 ADA JOHNSON 1 1 /22/, 4 umNwO 05GLOSED N(REw an.wr D.E C%RRE55 - •'�'r PCaw SQN OF OVERWAO DODN CMTO TION wr•fi� WY ARFr1ED =t -s s m If ANY n.A. nws.�: wrt a< CASl1RL' NONE EACH ARRRWED BF �;.. 'a S.B000HER 1 1/23 94�t bAD, Y80/281/3E 25/37.5 PSF, 16'-0" MAX ®-408832 /8 s-Eu 2 w Index Page 1 of 1 ber. Lot Number: I t. Miscellaneous: / Address: The information in this box is for ministrative purposes only and is not part of Truss Fabricator:EAST COAST LUMBER- PLANT #1 Job Reference:SPF1TY - Engle Homes/SPF1TY/Master #3713 ROBBINS P.O. Box280055 Tampa, FL33682-0055 Engineering Index Sheet ENGINEERING, INC. Phone: (813) 972-1135 Index Page 1 of 1 Job Number Date FBC - 2004 Chapter 16 and 23 Specification Quantity T06011458 01 /17/2006 52 A Professional Engineer's seal affixed to this Index Sheet indicates the acceptance of Professional Enggineering responsibilities for Individual truss components fabricated in accordance with the listed and attached l-russ Specification Sheets. Determination as to the suitabilit of these individual truss components for any structure is the responsiblltY of the Building Designer, as defined in ANSI/TP11 1-1995, Section 2.2. Permanent flles 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 1 101/17/061 H1 I 5 01/17/06 H5 9 01/17/06 H9 13 101/171061 H14 17 101/17/061 H18 21 101/17/061 H22 25 101/17/061 T26 29 101/17/061 H30 33 01/17/06 G3a 37 01/17/06 HV16 41 101/17/061 MV4 45 101/17/061 HJ7 49 01/17/06 CJS Date Mark t 2 101/17/061 H2 I 6 01/17/06 H6 10 01/17/06 G71 is 01/17/06 Ht5 18 01/17/06 H19 22 01/17/06 H23 26 01/17/06 T27 30 01/17/06 Hat 34 01/17/06 PIG-1 38 01/17/06 HV72 42 01/17/06 MV2 46 01/17/06 HJS 50 101/17/061 CJ3 Date Mark 1 3 101/17/061 H3 I 7 101117/061 H7 11 101/17/061 H12 15 01/17/06 H16 19 01/17/06 H2O 23 01/17/06 H24 27 01/17/06 GE28 31 01117/06 H32 35 011 77/06 PIG-2 39 01/17/06 MV8 43 01117/06 V8 47 01/17/06 EJ7 51 01/17/06 CJ3A Date Mark (_ 4 101/17/061 H4 I 8 01/17I06 H8 12 01/17/06 H13 16 01/17/06 H17 20 01 7/7/06 H21 24 01/17/06 H25 28 101/17/06 H29 32 01/17/06 T33 36 01/17/06 HV20 40 01/17/06 MV6 as 01/17/06 V4 48 101/17/06F E.15 52 01/17/06 CJ1 PLANS REVIEWED CITY OF SANFORD 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. - 15 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: Philip J. O'Regan License #: 58126 Address: P.O. Box 280055. Tampa, FL 33682 Ne, Se t 26 ::40 A J_ Date Sealed: 1/17/2006 J-uinber Trils'S Boulev`,""! 34946 Job Mark Quan Type • Span P1-H1 Left OH Right OH Engineering SPF1 TY H22 1 HIPP 280800 6 1- 2- 0 1- 2- 0 I ENGLE/SPFITY/M#3717 HO 4-3 0 O HO 4-3 0 0 N O N O 4x4 3x12 2x4 J S2 K 5x8 5x8 B C 6 3-10-3 3x 8 3x Online Plus -- Version 18.0.014 RUN DATE: 16-JM-06 Robbins Engineering, Inc./Online Plus - Hz = 82 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -1 0.46 4915 C 0.23 0.23 CSI -Size- ----Lumber---- I -B 0.67 4783 C 0.18 0.49 TC 0.67 2x 4 SP-#2 B -J 0.57 5598 C 0.22 0.35 EX B -S2 2x 4 SP-SS J -S2 0.50 5586 C 0.16 0.34 EX S2-C 2x 4 SP-SS S2-K 0.49 5586 C 0.16 0.33 BC 0.83 2x 6 SP-#2 K -C 0.58 5586 C 0.22 0.36 WB 0.51 2x 4 SP-#3 C -L 0.67 4785 C 0.18 0.49 L -D 0.46 4916 C 0.23 0.23 Brace truss as follows: --------Bottom Chords--------- O.C. From To A -F 0.70 4376 T 0.58 0.12 TC Cont. 0- 0- 0 28- 8- 0 F -S1 0.68 4298 T 0.57 0.11 BC Cont. 0- 0- 0 28- 8- 0 S1-H 0.66 4298 T 0.57 0.09 H -G 0.83 5598 T 0.74 0.09 Loading Live Dead (psf) G -S3 0.68 4300 T 0.57 0.11 TC 20.0 15.0 S3-E 0.69 4300 T 0.57 0.12 BC 0.0 5.0 E -D 0.70 4376 T 0.58 0.12 Total 20.0 20.0 40.0 -------------Webs------------- Spacing 24.0" I -F 0.01 72 T Lumber Duration Factor 1.25 F -B 0.21 675 T Plate Duration Factor 1.25 B -H 0.51 1591 T TC Fb=1.00 Fc=1.00 Ft=1.00 H -J 0.17 790 C= BC Fb1.00 Fc=1.00 Ft=1.00 J -G 0.07 151 C G -K 0.17 793 C Load Case # 1 Girder Loading G -C 0.50 1574 T Lumber Duration Factor 1.25 E -C 0.21 680 T Plate Duration Factor 1.25 E -L 0.01 71 T plf - Live Dead From To TC V 40 30 0.0' 28.7' LL Defl -0.24" in H -G L/999 BC V 0 10 0.0' 28.7' TL Defl -0.48" in H -G L/682 TC V 50 38 7.0' 21.7' Shear // Grain in B -J 0.54 BC V 0 13 7.1' 21.5' DL Defl -0.36" at G L/923 BC V 280 280 7.1' CL-LB BC V 280 280 21.5 CL-LB Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 Plus 6 Wind Load Case(s) ROBBINS ENGINEERING, INC. Plus 1 UBC LL Load Case(s) BASED ON SP LUMBER USING GROSS AREA TEST. Checked for NonConcurrent 200 Plate - LOCK 20 Ga, Gross Area Lbs Moving Point Load applied Plate - RHS 20 Ga, Gross Area at Panel Points and Mid -panel Jt Type Plt Size X Y JSI on BC A LOCK 5.Ox 4.0 1.0 0.9 1.00 A LOCK 3.Ox 8.0 1.9 0.7 0.95 Jt React Uplft Size Req'd B LOCK 5.Ox 8.0-0.5-0.4 0.97 Lbs Lbs In-Sx In-Sx J LOCK 4.Ox 4.0 Ctr 0.5 0.85 A 2534 519 8- 0 3- 0 C LOCK 5.Ox 8.0 0.5-0.4 0.97 Hz = -81 D LOCK 5.Ox 4.0-1.0 0.9 1.00 D 2534 519 8- 0 3- 0 D LOCK 3.Ox 8.0-1.9 0.7 0.95 Robbins Engineering, Inc./Online Plus"' 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/16/2006 4:10:47 PM Page 1 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder Step Down Hip Framing Ring Jacks Jack Open Faced Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/ZRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 5598 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: JLW REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder Step Down Hip Framing Ring Jacks Jack Open Faced Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/ZRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 5598 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: JLW Job Mark Quan Type Span Pl-H1 Left OH Right OH Enginee�iirg SPFl TY H23 1 HIPP 280800 6 1- 2- 0 1- 2- 0 ENGLE/SPFITY/M#3717 HO 4-3 HO 4-3 0 0 0 0 N N O TC' "' 9-0 _0 10-8-0 0 5x6 3x4 5x6 B H c 4-10-3 I I I BC 3x83x6 3x63x8 I � W:800 W:800 R:1242 R:1242 U: 251 U: 251 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.35 2x 4 SP-#2 BC 0.91 2x 4 SP-#2 WB 0.21 2x 4 SP-#3 Brace truss as follows: 0. C. From To TC Cont. 0- 0- 0 28- 8- 0 BC Cont. 0- 0- 0 28- 8- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Cases) Plus 1 UBC LL Load Cases) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1243 252 8- 0 1- 7 Hz = -106 D 1243 252 8- 0 1- 7 28-8-0 _ -- -- -- -- - - ------ 28-8-0 - -- - - - .- - -- --- ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- I -D 0.28 2055 C 0.01 0.27 --------Bottom Chords --------- * -F 0.77 1835 T 0.18 0.59 F -S1 0.65 1794 T 0.18 0.47 S1-S2 0.91 1794 T 0.18 0.73 S2-E 0.65 1794 T 0.18 0.47 E -D 0.77 1835 T 0.18 0.59 ------------- Webs ------------- G -F 0.12 310 C F -B 0.14 458 T F -H 0.21 312 C H -E 0.21 312 C E -C 0.14 458 T E -I 0.12 310 C LL Defl -0.19" in S1-S2 L/999 TL Defl -0.36" in S1-S2 L/902 Shear // Grain in B -H 0.26 DL Defl -0.14" 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 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.68 B LOCK 5.Ox 6.0 0.7-3.1 0.58 C LOCK 5.Ox 6.0-0.7-3.1 0.58 D LOCK 4.Ox 6.0 Ctr 0.1 0.68 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Hz = 107 NOTES: Trusses Manufactured by: Membr CSI P Lbs Axl-CSI-Bnd East Coast Lumber ----------Top Chords---------- Analysis Conforms To: A -G 0.28 2055 C 0.01 0.27 FBC2004 G -B 0.19 1740 C 0.01 0.18 OH Loading B -H 0.35 1559 C 0.01 0.34 Soffit psf 2.0 H -C 0.35 1559 C 0.01 0.34 Design checked for LL on BC C -I 0.19 1740 C 0.01 0.18 per BOCA (section 1606.2.3), Robbins Engineering. Inc./Online Plus"' 0 19962005 Version 18.0.014 Engineering - Portrait 1/16/2006 4:10:47 PM Page 1 Scale: 0.218" = 1' IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 2055 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: JLW Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering .SPFI TY H24 1 HIPP 280800 6 0 1- 2- 0 ENGLE/SPFITY/M#3717 HO 4-3 HO 4-3 0 0 Tc. 11 -o-� .. _- -- -`--•_---- 6-8-0 _-�--- ------ 11-0-0 N O 5x8 5x6 B C 6. 3x6 SPL 3x4 S2 5x6 G H 5-10-3 4x6 4x6 A D Di J sl F E S3 I 2x4 3x6 3x4 3x8 3x6 2x4 I I W:800 W:800 R:1146 R:1242 U: 236 U: 251 - - -- 28-8-0 - - - - - - -- --- -h, ALL PLATES ARE LOCK20 Scale: 0.225" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.50 2x 4 SP-#2 BC 0.59 2x 4 SP-#2 WB 0.24 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 28- B- 0 BC Cont. 0- 0- 0 28- 8- 0 WB 1 rows CLB on B -E Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) 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 1147 236 8- 0 1- 6 Hz = -131 D 1243 252 8- 0 1- 7 Hz = 132 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- Robbins Engineering, Inc./Online Plus'" G -S2 0.25 1627 C 0.01 0.24 S2-B 0.30 1547 C 0.01 0.29 B -C 0.50 1404 C 0.02 0.48 C -H 0.28 1568 C 0.01 0.27 H -D 0.27 2010 C 0.02 0.25 --------Bottom Chords --------- * -J 0.56 1798 T 0.18 0.38 J -S1 0.57 1798 T 0.19 0.38 S1-F 0.43 179E T 0.18 0.25 F -E 0.56 1399 T 0.15 0.41 E -S3 0.44 1799 T 0.18 0.26 S3-I 0.59 1799 T 0.20 0.39 I -D 0.56 1799 T 0.18 0.38 ------------- Webs ------------- J -G 0.07 244 T G -F 0.24 448 C F -B 0.11 358 T B -E 0.03 120 T 1 Br E -C 0.09 337 T E -H 0.24 449 C I -H 0.07 242 T LL Defl -0.08" in S1-F L/999 TL Defl -0.17" in F -E L/999 Shear // Grain in B -C 0.28 DL Defl -0.12" at S1 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.67 B LOCK 5.Ox 8.0 Ctr-0.1 0.85 C LOCK 5.Ox 6.0-0.7-3.1 0.58 H LOCK 5.Ox 6.0 0.2 0.5 0.68 D LOCK 4.Ox 6.0 Ctr 0.1 0.67 REFERTO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 2010 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: JLW A -G 0.27 2010 C 0.04 0.23 Robbins Engineering, Inc./Online Plus"' 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/16/2006 4:10:48 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPFITY H25 1 HIPP 280800 6 0 1- 2- 0 ENGLE/SPFITY/M#3717 HO 4-3 HO 4-3 0 0 N TC; 13-0-0 O i 5x8 Sx6 B C 6 3x6 3x6 3x4 S2 S3 3x4 • I ,7 6-10-3 4x6 4x6 A D C H Sl F E S4 G h� 2x4 4x8 3x4 3x8 4x8 2x4 W : 800 W': 800 R:1146 R:1242 U: 236 U: 251 BC''----------i-- --- -- 28-8-0 - ALL PLATES ARE LOCK20 Scale: 0.225" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.49 2x 4 SP-#2 BC 0.62 2x 4 SP-#2 WB 0.45 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 28- 8- BC Cont. 0- 0- 0 28- 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 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1147 236 8- 0 1- 6 Hz = -155 D 1243 252 8- 0 1- 7 Hz = 156 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -I 0.48 1968 C 0.02 0.46 I -S2 0.47 1472 C 0.01 0.46 S2-B 0.35 1377 C 0.03 0.32 Robbins Engineering, Inc./Online Plus- B -C 0.12 1233 C 0.01 0.11 C -S3 0.35 1377 C 0.03 0.32 S3-J 0.48 1472 C 0.01 0.47 J -D 0.49 1968 C 0.02 0.47 --------Bottom Chords --------- * -H 0.62 1767 T 0.17 0.45 H -S1 0.59 1767 T 0.19 0.40 S1-F 0.60 1767 T 0.19 0.41 F -E 0.43 1229 T 0.13 0.30 E -S4 0.59 1767 T 0.19 0.40 S4-G 0.58 1767 T 0.19 0.39 G -D 0.62 1767 T 0.17 0.45 ------------- Webs ------------- H -I 0.08 265 T I -F 0.45 604 C F -B 0.12 404 T B -E 0.08 150 T E -C 0.10 326 T E -J 0.45 605 C G -J 0.08 264 T LL Defl -0.10" in H -S1 L/999 TL Defl -0.18" in H -S1 L/999 Shear // Grain in I -S2 0.28 DL Defl -0.13" at S1 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 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 0.65 B LOCK 5.Ox 8.0 Ctr-0.1 0.85 C LOCK 5.Ox 6.0-0.7-3.1 0.58 D LOCK 4.Ox 6.0 Ctr 0.1 0.65 S1 LOCK 4.Ox 8.0 Ctr 0.2 0.78 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.78 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 1968 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: JLW Robbins Engineering. Inc./Online Plus" 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/16/2006 4:10:48 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering S'PF1 TY T26 2 TR 280800 6 0 1- 2- 0 ENGLE/SPFITY/M#3717 HO 4-3 HO 4-3 0 0 N O 5x6 B on 6. 3x6 3x6 2x4 S3 S2 2x4 F G 7-6-3 4x6 4x6 A C E S1 S4 D 3x4 US 3x8 3x4 w:800 W:800 R:1237 R:1333 U: 236 U: 251 28-8-0 - - -- - -- 28-8-0 j. ALL PLATES ARE LOCK20 Scale: 0.226" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.56 2x 4 SP-#2 BC 0.83 2x 4 SP-#2 WB 0.24 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 28- 8- 0 BC Cont. 0- 0- 0 28- 8- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load -applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1238 236 8- 0 1- 7 Hz = -171 C 1334 252 8- 0 1- 9 Hz = 172 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.56 2143 C 0.02 0.54 Robbins Engineering, Inc./Online Plus`" F -S3 0.56 2000 C 0.02 0.54 S3-B 0.45 1893 C 0.06 0.39 B -S2 0.45 1893 C 0.06 0.39 S2-G 0.56 2000 C 0.02 0.54 G -C 0.56 2143 C 0.02 0.54 --------Bottom Chords --------- * -E 0.83 1923 T 0.17 0.66 E -S1 0.63 1258 T 0.21 0.42 S1-S4 0.83 1258 T 0.11 0.72 S4-D 0.63 1258 T 0.21 0.42 D -C 0.83 1923 T 0.17 0.66 ------------- Webs ------------- F -E 0.13 459 C E -B 0.24 770 T B -D 0.24 770 T D -G 0.13 459 C LL Defl -0.32" in S1-S4 L/999 TL Defl -0.44" in S1-S4 L/741 Shear // Grain in F -S3 0.30 DL Defl -0.12" at S4 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 Gat, Gross Area Plate - RHS 20 Gat, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.71 B LOCK 5.Ox 6.0 Ctr-0.1 0.58 C LOCK 4.Ox 6.0 Ctr 0.1 0.71 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 2143 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: JLW Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 4:10:49 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SPFI TY T27 1 TR 210400 6 1- 2- 0 0 ENGLE/SPFITY/M#3717 HO 4-3 0 0 N O TC' I I 7-6-3 14-4-0 3x4 3x8 W:800 R:1008 U: 184 BC' - - .-- - - - - 21-4-0 -- 21-4-0 ALL PLATES ARE LOCK20 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.64 2x 4 SP-#2 BC 0.79 2x 4 SP-#2 WB 0.28 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 21- 4- 0 BC Cont. 0- 0- 0 21- 4- 0 WB 1 rows CLB on B -E Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC 4x4 B Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -G 0.51 1427 C 0.01 0.50 G -S2 0.51 1284 C 0.01 0.50 S2-B 0.56 1171 C 0.00 0.56 B -C 0.64 381 C 0.00 0.64 --------Bottom Chords --------- * -F 0.79 1283 T 0.12 0.67 F -S1 0.51 641 T 0.10 0.41 S1-E 0.72 641 T 0.06 0.66 E -D 0.60 172 T 0.00 0.60 ------------- Webs ------------- G -F 0.12 441 C F -B 0.23 746 T B -E 0.16 501 C 1 Br E -C 0.25 796 T D -C 0.28 1118 C WindLd LL Defl 0.18" in S1-E L/999 TL Defl -0.24" in Sl-E L/999 Shear // Grain in A -G 0.30 DL Defl -0.12" at S1 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gal, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI 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 1009 184 8- 0 1- 3 East Coast Lumber Hz = -196 Analysis Conforms To: D 976 183 4- 0 1- 2 FBC2004 Hz = 231 OH Loading Robbins Engineering, Inc./Online PlusN 0 1996-2005 Version 18.0.014 Engineering - Portrait 1116/2006 4:10:50 PM Page 1 7-0-0 HO 4-0-3 4 D 2x4 3x4 FI w:400 R: 976 U: 183 I Scale: 0.254" = 1 Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 1427 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SPFI TY H2 1 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPFITY/M#3717 HO 4-3 0 0 N o _TC�.y _. 7-0-0_----- 6x6 3x6 B K 6-6-3 2-8-OA 2-8-OF BC HO 4-3 0 0 N O - -- 30-8-0 3x82x4 4x8 3x82x4 3x6 6x6 S1 L S S4 T U C W: 000 .. .. ..��.. R: 949 2.4 3x6 3x8 4x8 6x16 2x4 U: 200 i I PC W:800 W:800 R:2788 R: 579 U: 527 U: 127 17-6-0 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.58 2x 4 SP-#2 BC 0.82 2x 4 SP42 CW 0.68 2x 4 SP-#3 WB 0.42 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on S -P WB 1 rows CLB on P -U 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 --11=2-0 -- . T -- - -- -- - 50-0-0 -- -- ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus- S1-L 0.37 777 C 0.00 0.37 L -S 0.37 766 C 0.00 0.37 S -S4 0.58 1321 T 0.22 0.36 S4-T 0.42 1321 T 0.22 0.20 T -U 0.43 1321 T 0.22 0.21 U -C 0.21 135 T 0.00 0.21 C -O 0.48 143 T 0.00 0.48 O -D 0.48 560 C 0.00 0.48 --------Bottom Chords --------- A -J 0.62 1170 T 0.12 0.50 J -S2 0.59 1240 T 0.13 0.46 S2-F 0.82 1240 T 0.13 0.69 E -R 0.54 70 C 0.00 0.54 R -S3 0.31 401 C 0.00 0.31 S3-P 0.42 401 C 0.00 0.42 P -H 0.62 565 C 0.00 0.62 H -G 0.46 515 T 0.07 0.39 G -D 0.52 515 T 0.06 0.46 ---------- Chord -Webs ---------- E -F 0.68 227 T 0.00 0.68 F -L 0.10 421 C 0.10 0.00 ------------- Webs ------------- J -B 0.07 270 T J -K 0.05 123 T K -F 0.33 557 C F -S 0.42 1336 T F -R 0.29 423 C R -S 0.09 298 T S -P 0.40 1541 C 1 Br P -T 0.16 294 C P -U 0.34 1323 C 1 Br U -H 0.30 952 T H -C 0.19 338 C H -O 0.39 591 C G -0 0.08 263 T LL Defl -0.20" in S2-F L/999 TL Defl -0.34" in S2-F L/971 Shear // Grain in S2-F 0.32 DL Defl -0.17" at S2 L/999 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Plates for each ply each face. A 950 200 8- 0 1- 2 PLATING CONFORMS TO TPI. Hz = -123 REPORTS: SBCCI 9761 P 2789 528 8- 0 3- 2 ROBBINS ENGINEERING, INC. D 579 127 8- 0 1- 0 BASED ON SP LUMBER Hz = 132 USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Membr CSI P Lbs Axl-CSI-Bnd Plate - RHS 20 Ga, Gross Area ----------Top Chords---------- Jt Type Plt Size X Y JSI A -B 0.47 1310 C 0.03 0.44 A LOCK 4.Ox 6.0 Ctr 0.1 0.81 B -K 0.26 1170 C 0.00 0.26 B LOCK 6.Ox 6.0 0.9-3.6 0.75 K -S1 0.26 777 C 0.00 0.26 C LOCK 6.Ox 6.0-0.9-3.6 0.75 Robbins Engineering, Inc./Online Plus"' O 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:10:35 PM Page 1 _.. _.- .. 21-4-0 - --I- Scale: 0.132" = 1' D LOCK 4.Ox 6.0 Ctr 0.1 0.81 F LOCK 5.0x10.0 Ctr 0.8 0.87 H LOCK 6.Oxl6.0-1.0 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 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 1541 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: JLW Job SPFI TY Mark H3 Quan 1 Type SP Span 500000 P1-H1 6 Left OH 1- 2- 0 Right OH 1- 2- 0 I Engineering ENGLE/SPFITY/M#3717 HO 4-3 0 o HO 4-3 0 O N O TC"i 9-0-0 26-8-0 14-4-0 cli 0 4x8 6x8 4x6 2x4 S1 4x6 4x8 4x6 6x8 B P L M S6 N C 6 2x4 K 3x8 5x4 S2 3x6 7-6-3 3x6 0 2-8-OA A I 2-8-OF 5x4 J F 3x6 i W:800 2- 8- 04x8 6x12 D -.- R:2154 S3 U: 425 120G-RHS-5x10 E I S4 H G 2x4 6x12 4x8 4x8 S5 2x4 i W:800 20G-RHS-5x10 R:2185 U: 430 BC 17-6-0 - -- - - 32-6-0-. - - - ----- - - ----- 50-0-0 - - i EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Robbins Engineering, Inc./Online Plus- K -B 0.52 3733 C 0.09 0.43 C LOCK 6.Ox 8.0 Ctr-1.1 0.87 B -P 0.23 3363 C 0.03 0.20 D LOCK 3.Ox 6.0-1.4 0.7 0.89 Online Plus -- Version 18.0.014 P -L 0.17 5280 C 0.09 0.08 D LOCK 5.Ox 4.0-3.3 1.1 0.90 RUN DATE: 16-JAN-06 L -S1 0.17 5265 C 0.09 0.08 S3 RHS 5.0x10.0 Ctr 0.8 0.84 S1-M 0.27 5265 C 0.09 0.18 F LOCK 6.Oxl2.0 Ctr 1.2 0.91 CSI -Size- ----Lumber---- M -S6 0.18 3669 C 0.04 0.14 I LOCK 6.Oxl2.0-1.0 Ctr 0.99 TC 0.82 2x 4 SP-#2 S6-N 0.26 3669 C 0.04 0.22 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.96 EX B -S1 2x 6 SP-#2 N -C 0.28 3026 C 0.03 0.25 S5 RHS 5.0x10.0 Ctr 0.8 0.75 EX S1-S6 2x 6 SP-#2 C -S2 0.55 3357 C 0.18 0.37 EX S6-C 2x 6 SP-#2' S2-0 0.52 3463 C 0.08 0.44 BC 0.92 2x 4 SP-#2 0 -D 0.82 3942 C 0.29 0.53 REFER TO ROBBINS ENG. GENERAL EX S3-F 2x 4 SP-SS --------Bottom Chords--------- NOTES AND SYMBOLS SHEET FOR CW 0.38 2x 4 SP-#3 A -J 0.90 3533 T 0.32 0.58 ADDITIONAL SPECIFICATIONS. WB 0.8:1 2x 4 SP-#3 J -S3 0.82 4476 T 0.75 0.07 EX F -I 2x 4 SP-#2 S3-F 0.53 4476 T 0.21 0.32 NOTES: PB --- 2x 4 SP-#3 E -I 0.81 37 C 0.00 0.81 Trusses Manufactured by: I -S4 0.91 3609 T 0.60 0.31 East Coast Lumber Brace truss as follows: S4-H 0.92 3609 T 0.60 0.32 Analysis Conforms To: O.C. From To H -S5 0.84 3525 T 0.59 0.25 FBC2004 TC Cont. 0- 0- 0 50- 0- 0 S5-G 0.82 3525 T 0.33 0.49 OH Loading BC Cont. 0- 0- 0 50- 0- 0 G -D 0.81 3525 T 0.31 0.50 Soffit psf 2.0 WB 1 rows CLB on M -I ---------- Chord -Webs ---------- Design checked for LL on BC WB 1 rows CLB on N -H E -F 0.38 237 T 0.01 0.37 per BOCA (section 1606.2.3), Attach CLB with (2)-10d nails F -L 0.11 332 C 0.11 0.00 IBC/IRC-2003,and FBC 2004 at each web. ------------- Webs ------------- (section 1607.1), 20.0 psf. K -J 0.07 190 C Design checked for 10 psf non - Loading Live Dead (psf) J -B 0.43 1367 T concurrent LL on BC. TC 20.0 15.0 J -P 0.87 1632 C Prevent truss rotation at all BC 0.0 5.0 P -F 0.37 1155 T bearing locations. Total 20.0 20.0 40.0 F -M 0.40 1270 T Wind Loads - ANSI / ASCE 7-02 Spacing 24.0" F -I 0.82 4400 T Truss is designed as a Main Lumber Duration Factor 1.25 M -I 0.36 1324 C 1 Br Wind -Force Resistance System. Plate Duration Factor 1.25 I -N 0.07 247 T Wind Speed: 120 mph TC Fb=1.15 Fc=1.10 Ft=1.10 N -H 0.31 892 C 1 Br Mean Roof Height: 15-0 BC Fb=1.10 Fc=1.10 Ft=1.10 H -C 0.35 1094 T Exposure Category: B H -0 0.51 566 C Occupancy Factor : 1.00 G -0 0.08 260 T Building Type: Enclosed Plus 6 Wind Load Case(s) Zone location: Exterior Plus 1 UBC LL Load Case(s) LL Defl -0.49" in S4-H L/999 TC Dead Load 7.0 psf Plus 1 BC LL Load Case(s) TL Defl -0.85" in E -I L/685 BC Dead Load 3.0 psf Shear // Grain in S3-F 0.31 Max comp. force 5280 Lbs Checked for NonConcurrent 200 DL Defl -0.55" at E L/999 Quality Control Factor 1.00 Lbs Moving Point Load applied at Panel Points and Mid -panel Plates for each ply each face. FABRICATOR NOTES: on BC PLATING CONFORMS TO TPI. 1. EAST COAST LUMBER 6 SUPPLY REPORTS: SBCCI 9761 J.C. WEBER P.E.#17455 Jt React Uplft Size Req'd ROBBINS ENGINEERING, INC. 5285 ST. LUCIE BLVD. Lbs Lbs In-Sx In-Sx BASED ON SP LUMBER FORT PIERCE FL. 34946 A 2154 425 8- 0 2- 9 USING GROSS AREA TEST. 2. !!!CAUTION!!! READ 11SCSI-B1 Hz = -149 Plate - LOCK 20 Ga, Gross Area SUMMARY SHEET" BEFORE D 2186 430 8- 0 2- 9 Plate - RHS 20 Ga, Gross Area HANDLING , INSTALLING 6 Hz = 159 Jt Type Plt Size X Y JSI BRACING TRUSSES. A LOCK 3.Ox 6.0 1.4 0.7 0.90 3. SEE ATTACHED DETAIL SHEET Membr CSI P Lbs Axl-CSI-Bnd A LOCK 5.Ox 4.0 3.3 1.1 0.92 FOR: 1-JACK NAILS. ----------Top Chords---------- B LOCK 6.Ox 8.0 Ctr-1.1 0.87 2-TBRACE. 3-BEARING BLOCK. A -K 0.41 3977 C 0.10 0.31 N LOCK 4.Ox 6.0 0.4 Ctr 0.58 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 4:10:36 PM Page 1 Job .SPFI TY Mark H4 Quan Type Span P1-H1 1 SP 500000 6 Left OH 1- 2- 0 Right OH 1- 2- 0 Engineering ENGLE/SPFITY/M#3717 HO 4-3 0 0 HO 4-3 0 0 N O TC.' 11-0-0- _ - - .--22-8-0 -. ----- -- -1------ -- 16-4-D --- N O ---- -��-� 3x10 6x6 2x4 S1 3x6 3x6 6x6 3x8 B M N R C - S6 2x4 3x6 6 K P 8-6-3 4x6 3x10 3x6 S2 2x4 2-8-OA A 1 N Q 2-8-OF 4x6 _ J S3 F 3x6 800 2- 8-3Q64x8 6x12 D R:2255 U: 425 E I S4 H S5 G 2x4 4x144x8 4x8 4x8 3x6 W:800 R:2278 U: 430 BC 17-6-0 .. -. --� -• ---- ------------- - - ----------- 32-6-0 --- --- --- ---� -� 1 ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.93 2x 4 SP-#2 BC 0.90 2x 4 SP-#2 CW 0.48 2x 4 SP-#3 WB 0.51 2x 4 SP-#3 EX F -I 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on N -I WB 1 rows CLB on R -H 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 Robbins Engineering, Inc./Online Plus- S1-N 0.41 4485 C 0.13 0.28 N -R 0.37 3337 C 0.07 0.30 R -C 0.36 2986 C 0.06 0.30 C -P 0.37 3337 C 0.07 0.30 P -S2 0.54 3954 C 0.21 0.33 S2-Q 0.45 4038 C 0.22 0.23 Q -D 0.46 4235 C 0.12 0.34 --------Bottom Chords --------- * -J 0.89 3799 T 0.32 0.57 J -S3 0.74 3341 T 0.56 0.18 S3-F 0.89 3341 T 0.30 0.59 E -I 0.73 48 C 0.00 0.73 I -S4 0.78 3301 T 0.55 0.23 S4-H 0.88 3301 T 0.55 0.33 H -S5 0.90 3401 T 0.57 0.33 S5-G 0.75 3401 T 0.57 0.18 G -D 0.86 3777 T 0.32 0.54 ---------- Chord -Webs ---------- E -F 0.48 233 T 0.01 0.47 F -M 0.20 398 C 0.20 0.00 ------------- Webs ------------- K -J 0.14 384 C J -B 0.12 389 T B -F 0.47 1481 T F -N 0.34 1078 T F -I 0.72 3911 T N -I 0.38 1204 C 1 Br I -R 0.06 195 T R -H 0.22 598 C 1 Br H -C 0.36 1137 T H -P 0.51 596 C P -G 0.13 408 T G -Q 0.08 309 C LL Defl -0.46" in S3-F L/999 TL Defl -0.81" in S3-F L/718 Shear // Grain in B -M 0.32 DL Defl -0.50" at E L/999 at Panel Points and Mid -panel Plates for each ply each face. on BC PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 Jt React Uplft Size Req'd ROBBINS ENGINEERING, INC. Lbs Lbs In-Sx In-Sx BASED ON SP LUMBER A 2256 425 8- 0 2-11 USING GROSS AREA TEST. Hz = -177 Plate - LOCK 20 Ga, Gross Area D 2279 430 8- 0 2-11 Plate - RHS 20 Ga, Gross Area Hz = 186 Jt Type Plt Size X Y JSI A LOCK 3.Ox 6.0 1.4 0.7 0.96 Membr CSI P Lbs Axl-CSI-Bnd A LOCK 4.Ox 6.0 4.3 1.6 0.98 ----------Top Chords---------- B LOCK 6.Ox 6.0 0.9-3.6 0.80 A -K 0.54 4258 C 0.18 0.36 N LOCK 3.Ox 6.0-0.6 Ctr 0.69 K -S6 0.35 3968 C 0.10 0.25 R LOCK 3.Ox 6.0 0.7 Ctr 0.68 S6-B 0.93 3875 C 0.25 0.68 C LOCK 6.Ox 6.0-0.9-3.6 0.75 B -M 0.71 4498 C 0.13 0.58 D LOCK 3.Ox 6.0-1.4 0.7 0.96 M -S1 0.44 4485 C 0.20 0.24 D LOCK 4.Ox 6.0-4.3 1.6 0.96 Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:10:36 PM Page 1 J LOCK 3.Ox 6.0-0.6 Ctr 0.62 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.79 F LOCK 6.Oxl2.0 Ctr 1.2 0.84 I LOCK 4.Oxl4.0-0.5 Ctr 0.97 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.84 S5 LOCK 4.Ox 8.0 Ctr 0.2 0.78 G LOCK 3.Ox 6.0 0.3 Ctr 0.58 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. 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: 15-0 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 4498 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: JLW Job SPFI TY Mark H5 Quan Type Span 1 SP 500000 P1-H1 Left OH 6 1- 2- 0 Right 1- 2- OH 0 Engineering ENGLE/SPFITY/M#3717 HO 4-3 0 0 HO 4-3 0 0 N O TC.'� '- 13-°-0-- -- i.--- --------- 18"8"0 -- ------'-------- --- 18-°"0----------!� N O ! 6x6 2x4 3x83x6 6x8 ._ 3x8 B M S1 N C 6i--- S6 2x4 3x6 L 0 3x8 9-6-3 4x6 S2 2-B-OA 3x6 2x4 P 2-8-OF A 4x6 K S3 F 3x6 W:800 2- 8- Qx64x8 6x10 D R:2293 U: 425 1 E I S4 H S5 G 2x4 4x12 3x8 3x6 4x8 3x6 W:800 R:2322 U: 430 BC 17-6-0 1 32-6-0 -- - 50-0-0 - ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.91 2x 4 SP-#2 BC 0.96 2x 4 SP-#2 CW 0.54 2x 4 SP-#3 WB 0.47 2x 4 SP-#3 EX F -I 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on I -N WB 1 rows CLB on H -O 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 Robbins Engineering, Inc./Online Plus" B -M 0.48 3916 C 0.10 0.38 M -Sl 0.64 3904 C 0.21 0.43 SI-N 0.74 3904 C 0.10 0.64 N -C 0.78 3082 C 0.16 0.62 C -0 0.50 3242 C 0.06 0.44 O -S2 0.69 3999 C 0.26 0.43 S2-P 0.39 4094 C 0.27 0.12 P -D 0.49 4308 C 0.12 0.37 --------Bottom Chords --------- * -K 0.91 3792 T 0.31 0.60 K -S3 0.75 3249 T 0.54 0.21 S3-F 0.90 3249 T 0.54 0.36 E -1 0.57 55 C 0.00 0.57 I -S4 0.72 2895 T 0.25 0.47 S4-H 0.88 2895 T 0.48 0.40 H -S5 0.96 3385 T 0.56 0.40 S5-G 0.80 3385 T 0.56 0.24 G -D 0.93 3845 T 0.32 0.61 ---------- Chord -webs ---------- E -F 0.54 227 T 0.00 0.54 H -M 0.23 345 C 0.23 0.00 ------------- Webs ------------- L -K 0.11 410 C K -B 0.18 577 T B -F 0.36 1122 T F -N 0.36 1145 T F -I 0.61 3338 T I -N 0.47 1355 C 1 Br I -C 0.24 304 T H -C 0.24 769 T H -0 0.21 690 C 1 Br O -G 0.15 481 T G -P 0.11 365 C LL Defl -0.46" in H -S5 L/999 TL Defl -0.76" in H -S5 L/765 Shear // Grain in S5-G 0.44 DL Defl -0.43" at E L/999 at Panel Points and Mid -panel Plates for each ply each face. on BC PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 Jt React Uplft Size Req'd ROBBINS ENGINEERING, INC. Lbs Lbs In-Sx In-Sx BASED ON SP LUMBER A 2293 425 8- 0 2-11 USING GROSS AREA TEST. Hz = -204 Plate - LOCK 20 Ga, Gross Area D 2323 430 8- 0 2-12 Plate - RHS 20 Ga, Gross Area Hz = 213 Jt Type Plt Size X Y JSI A LOCK 3.Ox 6.0 1.4 0.7 0.96 Membr CSI P Lbs Axl-CSI-Bnd A LOCK 4.Ox 6.0 4.3 1.6 0.97 ----------Top Chords---------- B LOCK 6.Ox 6.0 0.9-3.6 0.80 A -L 0.50 4243 C 0.11 0.39 C LOCK 6.Ox 8.0-0.9-3.8 0.75 L -S6 0.50 4066 C 0.11 0.39 D LOCK 3.Ox 6.0-1.4 0.7 0.97 S6-B 0.91 3969 C 0.28 0.63 D LOCK 4.Ox 6.0-4.3 1.6 1.00 Robbins Engineering, Inc./Online Plus" 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/16/2006 4:10:37 PM Page 1 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.80 F LOCK 6.Ox10.0 Ctr 1.2 0.92 I LOCK 4.Oxl2.0-0.5 Ctr 0.94 S5 LOCK 4.Ox 8.0 Ctr 0.2 0.97 G LOCK 3.Ox 6.0 0.2 Ctr 0.58 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. 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: 15-0 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 4308 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: JLW Job .SPFI TY Mark H6 Quan 1 Type Span SP 500000 P1-H1 6 Left OH 1- 2- 0 Right OH 1- 2- o Engineering ENGLE/SPFITY/M#3717 HO 4-3 0 0 HO 4-3 0 0 N O TC 157070 _ _'----_----- 14-8-0 .------- - - - 20-4-0 - N O -- -=� 6x6 2x4 3x8 3x6 6x8 B M S6 N C 3x8 3x8 6, S1 S7 2x4 3x6 L 0 3x8 10-6-3 S2 4x6 2x4 2-8-OA 3x6 2-8-OF P A i R S3 F 5x6 3x6 W:800 2- 8- 9x64x8 6x10 D ...• R:2324 .. U: 425 �. E I S4 H S5 G 2x4 4x12 4x8 3x6 4x8 3x6 W:800 R:2343 U: 430 BC. . i 17-6-0 - - ----- - .. 32_6_0-- - ----•---------�-1 - - -- - -- 50-0-0 ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.79 2x 4 SP-#2 EX S1-B 2x 4 SP-SS BC 0.93 2x 4 SP-#2 EX S4-S5 2x 4 SP-SS EX S5-1) 2x 4 SP-SS CW 0.59 2x 4 SP-#3 WB 1.00 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 SO- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on I -N WB 1 rows CLB on I -C WB 1 rows CLB on H -O 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) Robbins Engineering, Inc./Online Plus- S1-B 0.77 4082 C 0.32 0.45 B -M 0.39 3471 C 0.08 0.31 M -S6 0.45 3461 C 0.14 0.31 S6-N 0.56 3461 C 0.08 0.48 N -C 0.53 2813 C 0.05 0.48 C -S7 0.47 3072 C 0.06 0.41 S7-0 0.51 3173 C 0.06 0.45 O -S2 0.76 3988 C 0.28 0.48 S2-P 0.49 4093 C 0.11 0.38 P -D 0.59 4325 C 0.25 0.34 --------Bottom Chords --------- * -K 0.93 3810 T 0.31 0.62 K -S3 0.75 3161 T 0.53 0.22 S3-F 0.89 3161 T 0.53 0.36 E -I 0.48 60 C 0.00 0.48 I -S4 0.54 2757 T 0.46 0.08 S4-H 0.47 2757 T 0.23 0.24 H -S5 0.53 3327 T 0.28 0.25 S5-G 0.45 3328 T 0.28 0.17 G -D 0.54 3864 T 0.16 0.38 ---------- Chord -Webs ---------- E -F 0.59 223 T 0.00 0.59 F -M 0.19 214 C 0.19 0.00 ------------- Webs ------------- L -K 0.13 480 C K -B 0.28 782 T B -F 0.29 905 T F -N 0.34 1068 T F -I 1.00 3141 T I -N 0.55 1333 C 1 Br I -C 0.06 198 T 1 Br H -C 0.27 867 T H -O 0.30 805 C 1 Br O -G 0.18 573 T G -P 0.15 415 C LL Defl -0.53" in H -S5 L/999 TL Defl -0.84" in H -S5 L/696 Shear // Grain in L -S1 0.32 DL Defl -0.38" at E L/999 Checked for NonConcurrent 200 Lbs Moving Point Load applied Plates for each ply each face. at Panel Points and Mid -panel PLATING CONFORMS TO TPI. on BC REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. Jt React Uplft Size Req'd BASED ON SP LUMBER Lbs Lbs in-Sx In-Sx USING GROSS AREA TEST. A 2324 425 8- 0 2-12 Plate - LOCK 20 Ga, Gross Area Hz = -231 Plate - RHS 20 Ga, Gross Area D 2344 430 8- 0 2-12 Jt Type Plt Size X Y JSI Hz = 240 A LOCK 3.Ox 6.0 1.4 0.7 0.96 A LOCK 4.Ox 6.0 4.3 1.6 0.98 Membr CSI P Lbs Axl-CSI-Bnd B LOCK 6.Ox 6.0 0.9-3.6 0.84 ----------Top Chords---------- C LOCK 6.Ox 8.0-0.9-3.8 0.76 A -L 0.79 4258 C 0.31 0.48 D LOCK 3.Ox 6.0-1.4 0.7 0.98 L -S1 0.67 4193 C 0.12 0.55 D LOCK 5.Ox 6.0-4.3 1.5 0.79 Robbins Engineering, Inc./Online Plus'" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:10:38 PM Page 1 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.78 F LOCK 6.Ox10.0 0.1 1.2 1.00 I LOCK 4.Oxl2.0-0.5 Ctr 0.97 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.79 SS LOCK 4.Ox 8.0 Ctr 0.2 0.79 G LOCK 3.Ox 6.0 0.2 Ctr 0.58 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 ON Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: 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 4325 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: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPFI TY H7 1 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPFITY/M#3717 HO 4-3 HO 4-3 0 0 0 O N O TCI'~ !.-- -- - 17-0-�-- - - ---------!- 10-B-0 -- ---�- -- 22-4-0 N O --�� 6x6 2x4 3x6 6x6 B O L C 11-6-3 2-8-OA 2-8-OF 2x4 5x16 4x8 3x620G-RHS-5x10 2x4 W:800 R:2235 U: 430 BC.-- - - ---- ... --17-6-0-- - -- -- - - -� ---- ----- -.- - . 3- - ----- 32-6-0-- - - - - - 50-0-0 - - EXCEPT AS SHOWN ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.131" = 1 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.98 2x 4 SP-#2 BC 0.96 2x 4 SP-#2 CW 0.50 2x 4 SP-#3 WB 0.91 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on L -H WB 1 rows CLB on H -R WB 1 rows CLB on Q -S WB 1 rows CLB on E -0 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) Robbins Engineering, Inc./Online Plus- B -0 0.23 2928 C 0.05 0.18 0 -L 0.33 2921 C 0.05 0.28 L -C 0.32 2409 C 0.04 0.28 C -R 0.67 2702 C 0.16 0.51 R -S 0.65 3433 C 0.07 0.58 S -D 0.98 4037 C 0.34 0.64 --------Bottom Chords --------- A -I 0.96 3734 T 0.32 0.64 I -S2 0.62 2883 T 0.48 0.14 S2-F 0.77 2883 T 0.48 0.29 E -H 0.85 50 C 0.00 0.85 H -S3 0.85 3073 T 0.26 0.59 S3-Q 0.78 3073 T 0.27 0.51 Q -S4 0.78 3611 T 0.60 0.18 S4-P 0.87 3611 T 0.33 0.54 P -D 0.85 3611 T 0.31 0.54 ---------- Chord -Webs ---------- E -F 0.50 240 T 0.01 0.49 F -0 0.01 46 T 0.01 0.00 ------------- Webs ------------- J -I 0.13 276 C I -K 0.18 471 C I -B 0.49 934 T B -F 0.20 627 T F -L 0.12 380 T F -H 0.91 2865 T L -H 0.45 784 C 1 Br H -C 0.29 782 T H -R 0.41 947 C 1 Br Q -R 0.15 480 T Q -S 0.17 612 C 1 Br P -S 0.08 269 T LL Defl -0.40" in E -H L/999 TL Defl -0.79" in E -H L/743 Shear // Grain in C -R 0.31 DL Defl -0.37" at E L/999 Checked for NonConcurrent 200 Plates for each ply each face. Lbs Moving Point Load applied PLATING CONFORMS TO TPI. at Panel Points and Mid -panel REPORTS: SBCCI 9761 on BC ROBBINS ENGINEERING, INC. BASED ON SP LUMBER Jt React Uplft Size Req'd USING GROSS AREA TEST. Lbs Lbs In-Sx In-Sx Plate - LOCK 20 Ga, Gross Area A 2252 425 8- 0 2-11 Plate - RHS 20 Ga, Gross Area Hz = -258 Jt Type Plt Size X Y JSI D 2236 430 8- 0 2-10 A LOCK 3.Ox 6.0 1.4 0.7 0.95 Hz = 267 A LOCK 4.Ox 6.0 4.3 1.6 0.95 B LOCK 6.Ox 6.0 0.9-3.6 0.85 Membr CSI P Lbs Axl-CSI-Bnd C LOCK 6.Ox 6.0-0.9-3.6 0.75 ----------Top Chords---------- R LOCK 5.Ox 8.0 0.2 0.5 0.86 A -J 0.45 4196 C 0.12 0.33 S LOCK 6.0xl0.0 1.1-0.1 0.77 J -Sl 0.44 3907 C 0.18 0.26 D LOCK 3.Ox 6.0-1.4 0.7 0.91 S1-K 0.54 3826 C 0.09 0.45 D LOCK 5.Ox 4.0-3.3 1.1 0.95 K -B 0.97 3899 C 0.33 0.64 F LOCK 7.0x10.0 Ctr 1.8 0.94 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.89 S4 RHS 5.0x10.0 Ctr 0.8 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), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 4196 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: JLW Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/18/2006 4:10:38 PM Page 1 Job Mark SPFI TY H8 3LE/SPFITY/M#3717 HO 4-3 0 0 N O 12-6-3 2-8-OA 2-8-OF 4x6 3x6 A W:800 .I._ R:2281 U: 425 BC 6 3x6 M 3x10 2x4 S1 L Quan Type Span P1-H1 Left OH Right OH 1 SP 500000 6 1- 2- 0 1- 2- 0 ---� 6-8-0 --- -- 7x6 6x6 2x4 B C N 3x6 O 3x8 S6 6.3x 3x10 S2 Engineering HO 4-3 0 0 N O 2x4 Q i 4x6 K F 3x6 2- 8- O3x6 6x10 V53 D 20G-RHS-5x10 E I S4 H S5 G 2x4 4x14 3x8 3x6 4x8 3x6 W 00 R:2323 U: 430 17-6-0 1_ _ .-32-6-0-------- I - 50-0-0 -- EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.63 2x 4 SP-#2 BC 1.00 2x 4 SP-#2 CW 0.59 2x 4 SP-#3 WB 0.89 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on M -F WB 1 rows CLB on B -I WB 1 rows CLB on I -O WB 1 rows CLB on E -N 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 Robbins Engineering, Inc./Online P1us- M -N 0.54 3213 C 0.16 0.38 N -B 0.34 3168 C 0.06 0.28 B -C 0.58 2305 C 0.07 0.51 C -0 0.40 2576 C 0.04 0.36 O -S6 0.40 3355 C 0.07 0.33 S6-P 0.46 3447 C 0.08 0.38 P -S2 0.61 4036 C 0.25 0.36 S2-Q 0.63 4131 C 0.25 0.38 Q -D 0.48 4299 C 0.12 0.36 --------Bottom Chords --------- * -K 0.91 3772 T 0.32 0.59 K -S3 0.83 3367 T 0.56 0.27 S3-F 0.89 3367 T 0.29 0.60 E -I 0.66 60 C 0.00 0.66 I -S4 0.75 2872 T 0.48 0.27 S4-H 0.92 2872 T 0.48 0.44 H -S5 1.00 3391 T 0.56 0.44 S5-G 0.70 3391 T 0.56 0.14 G -D 0.86 3839 T 0.31 0.55 ---------- Chord -Webs ---------- E -F 0.59 230 T 0.00 0.59 F -N 0.05 161 C 0.05 0.00 ------------- Webs ------------- L -K 0.09 325 C K -M 0.13 426 T M -F 0.21 709 C 1 Br F -B 0.53 1682 T F -I 0.89 2795 T B -I 0.48 665 C 1 Br I -C 0.33 702 T I -0 0.48 1023 C 1 Br O -H 0.27 852 T H -P 0.49 633 C P -G 0.15 487 T G -Q 0.08 351 C LL Defl -0.42" in S3-F L/999 TL Defl -0.71" in S3-F L/817 Shear // Grain in S5-G 0.43 DL Defl -0.41" at S3 L/999 on BC Plates for each ply each face. PLATING CONFORMS TO TPI. Jt React Uplft Size Req'd REPORTS: SBCCI 9761 Lbs Lbs In-Sx In-Sx ROBBINS ENGINEERING, INC. A 2281 425 8- 0 2-11 BASED ON SP LUMBER Hz = -285 USING GROSS AREA TEST. D 2323 430 8- 0 2-12 Plate - LOCK 20 Ga, Gross Area Hz = 294 Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI Membr CSI P Lbs Axl-CSI-Bnd A LOCK 3.Ox 6.0 1.4 0.7 0.96 ----------Top Chords---------- A LOCK 4.Ox 6.0 4.3 1.6 0.96 A -L 0.48 4229 C 0.12 0.36 B LOCK 7.Ox 6.0 0.5-4.3 0.89 L -S1 0.48 4004 C 0.20 0.28 C LOCK 6.Ox 6.0-0.9-3.6 0.75 S1-M 0.51 3914 C 0.10 0.41 P LOCK 3.Ox 6.0 1.0-0.5 0.53 Robbins Engineering, Inc./Online Plus"' O 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:10:39 PM Pagel Scale: 0.131" = 1' D LOCK 3.Ox 6.0-1.4 0.7 0.97 D LOCK 4.Ox 6.0-4.3 1.6 1.00 K LOCK 3.Ox 6.0-0.3 Ctr 0.58 S3 RHS 5.0x10.0 Ctr 0.8 0.75 F LOCK 6.0x10.0 Ctr 1.2 0.92 H LOCK 3.Ox 6.0 0.8 Ctr 0.97 S5 LOCK 4.Ox 8.0 Ctr 0.2 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 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 4299 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: JLW Job SPFI TY Mark H9 Quan Type 1 SP Span 500000 P1-HI Left 6 1- 2- OH Right 0 1- 2- OH 0 Engineering ENGLE/SPFITY/M#3717 NO 4-3 HO 4-3 0 0 N 0 0 N 0 TC.H ' -_ ' 19-0-Q • --' - -- --'-' 6-8-0 - ------ --- --- ------ 24-4-0-------- 0 ---�H 7x6 6x6 2x4 B C N 3x6 6 3x6 0 3x8 M S6 3x10 2x4 S1 3x6 12-6-3 P L 3x10 2-8-OA 4x6 S2 2-8-OF 2x4 i 3x6 Q A I 4x6 c� K F 3x6 W:800 2- 8-396 6x10 D R:2281 S3 U: 425 i 20G-RHS-5x10 E I S4 H S5 G 2x4 4x14 3x8 3x6 4x8 3x6 W:800 R:2323 U: 430 - -- - 50-0-0 - - - - - - - - EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.63 2x 4 SP-#2 BC 1.00 2x 4 SP-#2 CW 0.59 2x 4 SP-#3 WB 0.89 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on M -F WB 1 rows CLB on B -I WB 1 rows CLB on I -0 WB 1 rows CLB on E -N 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 Robbins Engineering, Inc./Online Plus- M -N 0.54 3214 C 0.16 0.38 N -B 0.34 3169 C 0.06 0.28 B -C 0.58 2306 C 0.07 0.51 C -0 0.40 2577 C 0.04 0.36 O -S6 0.40 3355 C 0.07 0.33 S6-P 0.46 3447 C 0.08 0.38 P -S2 0.61 4036 C 0.25 0.36 S2-Q 0.63 4131 C 0.25 0.38 Q -D 0.48 4299 C 0.12 0.36 --------Bottom Chords --------- * -K 0.91 3772 T 0.32 0.59 K -S3 0.83 3367 T 0.56 0.27 S3-F 0.89 3367 T 0.29 0.60 E -I 0.66 60 C 0.00 0.66 I -S4 0.75 2872 T 0.48 0.27 S4-H 0.92 2872 T 0.48 0.44 H -S5 1.00 3391 T 0.56 0.44 S5-G 0.70 3391 T 0.56 0.14 G -D 0.86 3839 T 0.31 0.55 ---------- Chord -Webs ---------- E -F 0.59 230 T 0.00 0.59 F -N 0.05 161 C 0.05 0.00 ------------- Webs ------------- L -K 0.09 324 C K -M 0.13 427 T M -F 0.21 709 C 1 Br F -B 0.54 1683 T F -I 0.89 2795 T B -I 0.48 665 C 1 Br I -C 0.33 702 T 1 -O 0.48 1023 C 1 Br 0 -H 0.27 852 T H -P 0.49 633 C P -G 0.15 487 T G -Q 0.08 351 C LL Defl -0.42" in S3-F L/999 TL Defl -0.72" in S3-F L/815 Shear // Grain in S5-G 0.43 DL Defl -0.41" at S3 L/999 on BC Plates for each ply each face. PLATING CONFORMS TO TPI. Jt React Uplft Size Req'd REPORTS: SBCCI 9761 Lbs Lbs In-Sx In-Sx ROBBINS ENGINEERING, INC. A 2282 425 8- 0 2-11 BASED ON SP LUMBER Hz = -285 USING GROSS AREA TEST. D 2323 430 8- 0 2-12 Plate - LOCK 20 Ga, Gross Area Hz = 294 Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI Membr CSI P Lbs Axl-CSI-Bnd A LOCK 3.Ox 6.0 1.4 0.7 0.96 ----------Top Chords---------- A LOCK 4.Ox 6.0 4.3 1.6 0.96 A -L 0.48 4229 C 0.12 0.36 B LOCK 7.Ox 6.0 0.5-4.3 0.89 L -S1 0.48 4006 C 0.20 0.28 C LOCK 6.Ox 6.0-0.9-3.6 0.75 S1-M 0.51 3917 C 0.10 0.41 P LOCK 3.Ox 6.0 1.0-0.5 0.53 Robbins Engineering, Inc./Online PIUSTM C 1996.2005 Version 18.0.014 Engineering -Portrait 1/162006 4:10:40 PM Pagel D LOCK 3.Ox 6.0-1.4 0.7 0.97 D LOCK 4.Ox 6.0-4.3 1.6 1.00 K LOCK 3.Ox 6.0-0.3 Ctr 0.58 S3 RHS 5.0x10.0 Ctr 0.8 0.75 F LOCK 6.0x10.0 Ctr 1.2 0.92 H LOCK 3.Ox 6.0 0.8 Ctr 0.97 S5 LOCK 4.Ox 8.0 Ctr 0.2 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 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 4299 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SPFI TY Mark H18 Quan Type Span 2 SP 500000 P1-H1 6 Left 1- 2- OH 0 Right 1- 2- OH 0 Engineering ENGLE/SPFITY/M#3717 HO 4-3 0 0 HO 4-3 0 0 N O TC .'i----- - ---__ _._ 19-0_ Q .... - - -- - ------ 6-8-0 24-4-0 N O i•' . B C 3x6 2x4 L M 3x10 3x10 S4 S1 6! 3x6 12-6-3 2x4 K N 3x10 2-8-OA 2-8-OF 5x6 S2 2x4 3x6 O A T 4x6 J I S5 F 3x6 W:800 5x8 2- 6- 0 4.8 4.8 6x12 p _ R:2333 SPL U: 425 �. E S3 G 2x4 3x8 4x14 W:800 R:2265 U: 430 .. _I BC -- ---_ - 30-10-0 -_- _ ----__---- I - - - - - -- -- 50-0-0 ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.73 2x 4 SP-#2 BC 0.96 2x 4 SP-#2 EX J -S5 2x 4 SP-SS EX S5-F 2x 4 SP-SS CW 0.71 2x 4 SP-#3 WB 0.70 2x 4 SP-#3 EX F -G 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on L -I WB 1 rows CLB on I -C Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Robbins Engineering, Inc./Online Plus - A -K 0.51 4320 C 0.13 0.38 K -S1 0.46 4078 C 0.27 0.19 S1-L 0.69 3981 C 0.26 0.43 L -B 0.46 3123 C 0.07 0.39 B -C 0.73 2915 C 0.12 0.61 C -M 0.55 4352 C 0.12 0.43 M -S4 0.50 4286 C 0.27 0.23 S4-N 0.65 4379 C 0.27 0.38 N -S2 0.60 3826 C 0.22 0.38 S2-0 0.60 3925 C 0.23 0.37 O -D 0.53 4157 C 0.22 0.31 --------Bottom Chords --------- * -J 0.96 3857 T 0.31 0.65 J -I 0.67 3376 T 0.29 0.38 I -S5 0.63 2976 T 0.25 0.38 S5-F 0.53 2976 T 0.25 0.28 E -S3 0.83 71 C 0.00 0.83 S3-G 0.50 71 C 0.00 0.50 G -D 0.96 3714 T 0.31 0.65 ---------- Chord -Webs ---------- E -F 0.71 239 T 0.01 0.70 F -M 0.26 357 C 0.26 0.00 ------------- Webs ------------- K -J 0.13 383 C J -L 0.16 505 T L -I 0.30 767 C 1 Br B -I 0.30 940 T I -C 0.10 227 C 1 Br C -F 0.70 1868 T F -N 0.08 143 T F -G 0.74 4039 T N -G 0.64 791 C G -0 0.12 389 C LL Defl -0.60" in S5-F L/975 TL Defl -1.00" in S5-F L/584 Shear // Grain in SS-F 0.32 DL Defl -0.49" at S3 L/999 Checked for NonConcurrent 200 Plates for each ply each face. Lbs Moving Point Load applied PLATING CONFORMS TO TPI. at Panel Points and Mid -panel REPORTS: SBCCI 9761 on BC ROBBINS ENGINEERING, INC. BASED ON SP LUMBER Jt React Uplft Size Req'd USING GROSS AREA TEST. Lbs Lbs In-Sx In-Sx Plate - LOCK 20 Ga, Gross Area A 2333 425 8- 0 2-12 Plate - RHS 20 Ga, Gross Area Hz = -285 Jt Type Plt Size X Y JSI D 2266 430 8- 0 2-11 A LOCK 3.Ox 6.0 1.4 0.7 0.98 Hz = 294 A LOCK S.Ox 6.0 4.3 1.5 0.79 B LOCK 6.Ox 6.0 0.9-3.6 0.75 Membr CSI P Lbs Axl-CSI-Bnd C LOCK 6.Ox 6.0-0.4-3.8 0.93 ----------Top Chords---------- D LOCK 3.Ox 6.0-1.4 0.7 0.94 Robbins Engineering, Inc./Online PIUS- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:10:44 PM Pagel D LOCK 4.Ox 6.0-4.3 1.6 0.93 J LOCK 5.Ox 8.0 Ctr-0.5 0.88 S5 LOCK 4.Ox 8.0 Ctr 0.2 0.81 F LOCK 6.Ox12.0 Ctr 1.2 0.87 G LOCK 4.Oxl4.0-1.0 Ctr 0.97 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. 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: 15-0 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. 4379 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER b SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ 11SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING b BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SPFI TY Mark HI Quan 1 Type SP Span 500000 P1-H1 6 Left 1- 2- OH 0 Right 1- 2- OH 0 Engineering ENGLE/SPFITY/M#3717 HO 4-3 HO 4-3 0 0 O O 0 N TC'~ ---- ----- 19 U-0- -- - - - ---- 6-8-0 _.__•_..--- - 24.-4-0 O h i 6x6 6x6 B C 3x6 2x4 L M 3x10 3x10 S4 S1 6! 3x6 12-6-3 2x4 K N 3x10 2-8-OA 2-8-OF Sx6 S2 2x4 3x6 0 A T ! Q9 J I S5 F 4x6 3x6 W:800 5x8 2- 8- 0 4x8 4.8 6x12 D -_. R:2333 SPL U: 425 E S3 G 2x4 3x8 4x14 W:800 R:2265 U: 430 BC 30-10-0 -- - 50-0-0 - - - -- - --- - ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.73 2x 4 SP-#2 BC 0.96 2x 4 SP-#2 EX J -S5 2x 4 SP-SS EX S5-F 2x 4 SP-SS CW 0.71 2x 4 SP-#3 WB 0.70 2x 4 SP-#3 EX F -G 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on L -I WB 1 rows CLB on I -C Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Robbins Engineering, Inc./Online Plus - A -K 0.51 4320 C 0.13 0.38 K -S1 0.46 4078 C 0.27 0.19 Si-L 0.69 3981 C 0.26 0.43 L -B 0.46 3123 C 0.07 0.39 B -C 0.73 2915 C 0.12 0.61 C -M 0.55 4352 C 0.12 0.43 M -S4 0.50 4286 C 0.27 0.23 S4-N 0.65 4379 C 0.27 0.38 N -S2 0.60 3826 C 0.22 0.38 S2-0 0.60 3925 C 0.23 0.37 O -D 0.53 4157 C 0.22 0.31 --------Bottom Chords --------- * -J 0.96 3857 T 0.31 0.65 J -I 0.67 3376 T 0.29 0.38 I -S5 0.63 2976 T 0.25 0.38 S5-F 0.53 2976 T 0.25 0.28 E -S3 0.83 71 C 0.00 0.83 S3-G 0.50 71 C 0.00 0.50 G -D 0.96 3714 T 0.31 0.65 ---------- Chord -Webs ---------- E -F 0.71 239 T 0.01 0.70 F -M 0.26 357 C 0.26 0.00 -------------Webs------------- * -J 0.13 383 C J -L 0.16 505 T L -I 0.30 767 C 1 Br B -I 0.30 940 T I -C 0.10 227 C 1 Br C -F 0.70 1868 T F -N 0.08 143 T F -G 0.74 4039 T N -G 0.64 791 C G -O 0.12 389 C LL Defl -0.60" in SS-F L/975 TL Defl -1.00" in S5-F L/584 Shear // Grain in S5-F 0.32 DL Defl -0.49" at S3 L/999 Checked for NonConcurrent 200 Plates for each ply each face. Lbs Moving Point Load applied PLATING CONFORMS TO TPI. at Panel Points and Mid -panel REPORTS: SBCCI 9761 on BC ROBBINS ENGINEERING, INC. BASED ON SP LUMBER Jt React Uplft Size Req'd USING GROSS AREA TEST. Lbs Lbs In-Sx In-Sx Plate - LOCK 20 Ga, Gross Area A 2333 425 8- 0 2-12 Plate - RHS 20 Ga, Gross Area Hz = -285 Jt Type Plt Size X Y JSI D 2266 430 8- 0 2-11 A LOCK 3.Ox 6.0 1.4 0.7 0.98 Hz = 294 A LOCK 5.Ox 6.0 4.3 1.5 0.79 B LOCK 6.Ox 6.0 0.9-3.6 0.75 Membr CSI P Lbs Axl-CSI-Bnd C LOCK 6.Ox 6.0-0.4-3.8 0.93 ----------Top Chords---------- D LOCK 3.Ox 6.0-1.4 0.7 0.94 Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:10:44 PM Page 1 D LOCK 4.Ox 6.0-4.3 1.6 0.93 J LOCK 5.0x 8.0 Ctr-0.5 0.88 S5 LOCK 4.Ox 8.0 Ctr 0.2 0.81 F LOCK 6.Oxl2.0 Ctr 1.2 0.87 G LOCK 4.Oxl4.0-1.0 Ctr 0.97 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. 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: 15-0 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 4379 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: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPFITY HI 1 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPFITY/M#3717 HO 4-3 0 0 HO 4-3 0 0 N O TCIH 17-0-0 10-8-0 22-4-0 N O 6x6 3x6 6x6 B M C 3x6 3x6 N _ 61 L 3x10 3x10 S5 3x6 2x4 S1 0 11-6-3 K 3x8 S2 24 2-8-OF 3x6 P A ,, I . W:Boo R:2296 U: 425 BC; I i J S3 3x6 4x8 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.70 2x 4 SP-#2 BC 0.96 2x 4 SP-#2 EX S3-S6 2x 4 SP-SS EX S6-F 2x 4 SP-SS CW 0.58 2x 4 SP-#3 WB 0.93 2x 4 SP-413 EX F -G 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on I -M WB 1 rows CLB on M -H 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 5x4 I S6 H F 3x6 2- 8- 8x8 20G-RHS-5x10 4x8 5x10 D E S4 G 2x4 3x8 4x14 W:800 R:2218 U: 430 3b-i0-0 - -- - - - - -- - - I-' -- -- - - 19-2-0 --- -- ------ 50-0-0 - - --- _ - ---- EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Robbins Engineering, Inc./Online Plus- S1-L 0.56 3948 C 0.22 0.34 L -B 0.38 3325 C 0.07 0.31 B -M 0.39 2974 C 0.05 0.34 M -C 0.40 3215 C 0.06 0.34 C -N 0.38 3584 C 0.08 0.30 N -S5 0.70 4122 C 0.27 0.43 S5-0 0.55 4215 C 0.28 0.27 . 0 -S2 0.57 3751 C 0.21 0.36 S2-P 0.44 3850 C 0.10 0.34 P -D 0.52 4054 C 0.21 0.31 --------Bottom Chords --------- * -J 0.89 3799 T 0.32 0.57 J -S3 0.63 3407 T 0.57 0.06 S3-I 0.57 3407 T 0.29 0.28 i -S6 0.55 3222 T 0.27 0.28 S6-H 0.56 3222 T 0.27 0.29 H -F 0.61 3707 T 0.32 0.29 E -S4 0.83 58 T 0.00 0.83 S4-G 0.50 58 T 0.00 0.50 G -D 0.96 3623 T 0.31 0.65 ---------- Chord -Webs ---------- E -F 0.58 239 T 0.01 0.57 F -N 0.30 954 T 0.30 0.00 ------------- Webs ------------- K -J 0.09 332 C J -L 0.13 410 T L -I 0.58 620 C I -B 0.36 1125 T I -M 0.19 478 C 1 Br M -H 0.05 174 T 1 Br H -C 0.41 1302 T H -N 0.93 1096 C F -O 0.08 143 T F -G 0.71 3792 T 0 -G 0.58 714 C G -P 0.12 389 C LL Defl -0.58" in S6-H L/999 TL Defl -0.94" in S6-H L/622 Shear // Grain in B -M 0.27 DL Defl -0.53" at S6 L/999 on BC Plates for each ply each face. PLATING CONFORMS TO TPI. Jt React Uplft Size Req'd REPORTS: SBCCI 9761 Lbs Lbs In-Sx In-Sx ROBBINS ENGINEERING, INC. A 2296 425 8- 0 2-11 BASED ON SP LUMBER Hz = -258 USING GROSS AREA TEST. D 2218 430 8- 0 2-10 Plate - LOCK 20 Ga, Gross Area Hz = 267 Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI Membr CSI P Lbs Axl-CSI-Bnd A LOCK 3.Ox 6.0 1.4 0.7 0.96 ----------Top Chords---------- A LOCK 4.Ox 6.0 4.3 1.6 0.98 A -K 0.46 4257 C 0.12 0.34 B LOCK 6.Ox 6.0 0.9-3.6 0.75 K -S1 0.53 4036 C 0.22 0.31 C LOCK 6.Ox 6.0-0.9-3.6 0.75 Robbins Engineering. Inc./Online PIUS- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:10:43 PM Page 1 D LOCK 3.Ox 6.0-1.4 0.7 0.92 D LOCK 5.0x 4.0-3.3 1.1 0.96 J LOCK 3.Ox 6.0-0.3 Ctr 0.58 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.78 S6 RHS 5.0x10.0 Ctr 0.8 0.81 F LOCK 5.0x10.0 Ctr 0.8 0.98 G LOCK 4.Oxl4.0-0.5 Ctr 1.00 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 4257 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: JLW Job SPFITY Mark HIS Quan 1 Type Span SP 500000 P1-H1 6 Left OH Right OH 1- 2- 0 1- 2- o Engineering ENGLE/SPFITY/M#3717 HO 4-3 0 0 HO 4-3 0 0 N O 70 14-8-0 20-4-0 N O 3x10 S4 6x6 2x4 6x6 B M C 2x4 -� 3x8 N 6j S1 3x10 2x4 S5 3x6 L 0 3x8 10-6-3 S2 2-8-OA 4x6 3x6 2x4 2-8-OF P A m K I 4x6 W:800 5x8 2- 8- 0 6x12 F 7x12 3x6 D R:2320 SPL - SPL U: 425 i E S3 G 2x4 3x8 4x14 W:800 R:2263 U: 430 BC 30-10-0- -- --- - 1 ---- 18-2-0---- - i -- - - - 50-0-0 - ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.79 2x 4 SP-#2 EX S1-B 2x 4 SP-SS BC 0.99 2x 4 SP-#2 EX K -I 2x 4 SP-SS EX I -F 2x 4 SP-SS CW 0.73 2x 4 SP-113 WB 0.64 2x 4 SP-#3 EX F -G 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on I -C Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Robbins Engineering, Inc./Online P1us- A -L 0.77 4251 C 0.30 0.47 L -S1 0.65 4079 C 0.11 0.54 Si-B 0.73 3967 C 0.31 0.42 B -M 0.68 3664 C 0.09 0.59 M -S4 0.68 3798 C 0.09 0.59 S4-C 0.79 3798 C 0.24 0.55 C -N 0.29 4347 C 0.12 0.17 N -S5 0.72 4305 C 0.29 0.43 S5-0 0.57 4399 C 0.13 0.44 O -S2 0.59 3849 C 0.22 0.37 S2-P 0.44 3948 C 0.10 0.34 P -D 0.53 4151 C 0.22 0.31 --------Bottom Chords --------- * -K 0.99 3802 T 0.31 0.68 K -I 0.61 3151 T 0.27 0.34 I -F 0.65 3622 T 0.31 0.34 E -S3 0.83 73 C 0.00 0.83 S3-G 0.50 73 C 0.00 0.50 G -D 0.96 3710 T 0.31 0.65 ---------- Chord -Webs ---------- E -F 0.73 239 T 0.01 0.72 F -N 0.18 241 C 0.18 0.00 ------------- Webs ------------- L -K 0.15 470 C K -B 0.23 725 T B -I 0.27 855 T I -M 0.49 551 C I -C 0.08 225 T 1 Br C -F 0.49 1541 T F -0 0.08 146 T F -G 0.74 4018 T O -G 0.64 786 C G -P 0.12 387 C LL Defl -0.43" in I -F L/999 TL Defl -0.83" in I -F L/707 Shear // Grain in M -S4 0.35 DL Defl -0.48" at S3 L/999 Checked for NonConcurrent 200 Plates for each ply each face. Lbs Moving Point Load applied PLATING CONFORMS TO TPI. at Panel Points and Mid -panel REPORTS: SBCCI 9761 on BC ROBBINS ENGINEERING, INC. BASED ON SP LUMBER Jt React Uplft Size Req'd USING GROSS AREA TEST. Lbs Lbs In-Sx In-Sx Plate - LOCK 20 Gar Gross Area A 2320 425 8- 0 2-12 Plate - RHS 20 Ga, Gross Area Hz = -231 Jt Type Plt Size X Y JSI D 2263 430 8- 0 2-11 A LOCK 3.Ox 6.0 1.4 0.7 0.96 Hz = 241 A LOCK 4.Ox 6.0 4.3 1.6 0.97 B LOCK 6.Ox 6.0 0.9-3.6 0.80 Membr CSI P Lbs Axl-CSI-Bnd C LOCK 6.Ox 6.0-0.4-3.8 0.95 ----------Top Chords---------- D LOCK 3.Ox 6.0-1.4 0.7 0.94 Robbins Engineering, Inc./Online Plus" 0 1998-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 4:10:43 PM Page 1 D LOCK 4.Ox 6.0-4.3 1.6 0.92 K LOCK 5.0x 8.0 Ctr-0.5 0.88 I LOCK 6.Oxl2.0-1.0 Ctr 0.88 F LOCK 7.Oxl2.0 Ctr 1.8 0.83 G LOCK 4.Oxl4.0-1.0 Ctr 0.96 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. 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: 15-0 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 4399 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-Bl SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SPFI TY mark H14 Quan Type Span 1 SP 500000 Pi -Hi Left 6 1- 2- OH Right 0 1- 2- _[_ OH 0 Engineeritrg ENGLE/SPFITY/M#3717 HO 4-3 0 0 HO 4-3 0 N O 18-4-0 0 N O 6x6 3x6 3x8 3x6 2x4 6x6 3x8 B L S1 M N C 6, S5 3x6 2x4 K Q 3x8 9-6-3 5x4 S2 2-8-OA 3x6 3x6 R 2-8-OF A T pt J I H F 5x4 3x6 W:800 2x4 4x8 2- 8- 0 3x6 6x12 D R:2253 S3 S6 U: 425 R 20G-HS-3x10 20G-RHS-5x10 E P O 2x4 Sx16 S4 2x4 W:800 20G-RHS-Sx10 R:2219 U: 430 eC - - -- - --- ----- 50-0-0 - - ---- EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.67 2x 4 SP-#2 BC 0.96 2x 4 SP-#2 EX S6-F 2x 4 SP-SS CW 0.54 2x 4 SP-#3 WB 0.62 2x 4 SP-#3 EX F -P 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 SO- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on I -L WH 1 rows CLB on M -F WB 1 rows CLB on C -P 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 Robbins Engineering, Inc./Online Plus- B -L 0.52 3253 C 0.13 0.39 L -S1 0.48 4187 C 0.12 0.36 S1-M 0.51 4187 C 0.12 0.39 M -N 0.67 3935 C 0.21 0.46 N -C 0.48 3924 C 0.10 0.38 C -Q 0.59 3623 C 0.20 0.39 Q -S2 0.50 3587 C 0.08 0.42 S2-R 0.37 3680 C 0'.09 0.28 R -D 0.51 4061 C 0.21 0.30 --------Bottom Chords --------- * -J 0.75 3677 T 0.31 0.44 J -S3 0.77 3677 T 0.33 0.44 S3-I 0.82 3677 T 0.61 0.21 I -S6 0.96 4011 T 0.35 0.61 S6-H 0.59 4011 T 0.34 0.25 H -F 0.61 4237 T 0.36 0.25 E -P 0.53 54 C 0.00 0.53 P -S4 0.69 3626 T 0.60 0.09 S4-0 0.77 3626 T 0.34 0.43 O -D 0.72 3626 T 0.31 0.41 ---------- Chord -Webs ---------- E -F 0.54 225 T 0.00 0.54 F -N 0.02 99 T 0.02 0.00 ------------- Webs ------------- J -K 0.07 244 T K -I 0.36 481 C I -B 0.38 1197 T I -L 0.36 1125 C 1 Br L -H 0.14 442 T H -M 0.12 162 C M -F 0.14 442 C 1 Br F -C 0.62 1943 T F -P 0.74 4027 T C -P 0.41 898 C 1 Br P -Q 0.26 452 C P -R 0.29 453 C O -R 0.07 237 T LL Defl -0.43" in I -S6 L/999 TL Defl -0.82" in H -F L/713 Shear // Grain in H -F 0.31 DL Defl -0.51" at S6 L/999 Plates for each ply each face. Jt React Uplft Size Req'd PLATING CONFORMS TO TPI. Lbs Lbs In-Sx In-Sx REPORTS: SBCCI 9761 A 2253 425 8- 0 2-11 ROBBINS ENGINEERING, INC. Hz = -204 BASED ON SP LUMBER D 2220 430 8- 0 2-10 USING GROSS AREA TEST. Hz = 213 Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Membr CSI P Lbs Axl-CSI-Bnd Jt Type Plt Size X Y JSI ----------Top Chords---------- A LOCK 3.Ox 6.0 1.4 0.7 0.93 A -K 0.61 4117 C 0.24 0.37 A LOCK 5.Ox 4.0 3.3 1.1 0.99 K -S5 0.41 3716 C 0.09 0.32 B LOCK 6.Ox 6.0 0.9-3.6 0.75 S5-B 0.51 3620 C 0.18 0.33 L LOCK 3.Ox 6.0-0.4 Ctr 0.59 Robbins Engineering. Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering -Portrait 1/162006 4:10:42 PM Pagel M LOCK 3.Ox 6.0 0.4 Ctr 0.59 C LOCK 6.Ox 6.0-0.9-3.6 0.75 D LOCK 3.Ox 6.0-1.4 0.7 0.92 D LOCK 5.Ox 4.0-3.3 1.1 0.96 S6 RHS 5.Ox10.0 Ctr 0.8 0.75 F LOCK 6.Oxl2.0 Ctr 1.2 0.92 S4 REIS 5.Ox10.0 Ctr 0.8 0.75 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 ON Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: 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 4187 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.4117455 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-SEARING BLOCK. 4. DESIGNER: JLW Job 1S'PFl TY Mark H13 Quan Type Span 1 SP 500000 P1-HI 6 Left OH 1- 2- 0 Right OH 1- 2- 0 Engineering ENGLE/SPFITY/M#3717 HO 4-3 0 0 HO 4-3 0 0 N O TC-(_1. .. 11-0_ 0 _ _ . ----' ---22-8-� - - ..---�---'------"- 16-4-0 N ------ -��-1 6x6 3x6 3x10 3x6 2x4 8x12 B L S1 M N C SPL 6x6 3x6 6 K O 8-6-3 4x6 3x10 3x6 S2 2x4 2-8-OA p P 2-8-0F li 4x6 Q3 Q J SPL I F 3x6 l W:800 2x4 4x8 5x10 2- 810916 D R:2250 S3 - U: 425 20G-RHS-5x10 E H S4 G 2x4 8x8 4x8 3x6 W:800 R:2264 U: 430 Bc' .- 30-10-0 -_-.------- ._ ..- ----- ---1'g-2-0-----------i--� i - - --- - - 50-0-0 - - - --- -- - EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.71 2x 4 SP-#2 EX S1-C 2x 4 SP-SS BC 0.84 2x 4 SP-#2 EX S3-I 2x 4 SP-SS EX I -F 2x 4 SP-SS CW 0.55 2x 4 SP-#3 WB 0.72 2x 4 SP-#3 EX F -C 2x 4 SP-#2 EX F -H 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on J -L WB 1 rows CLB on M -F WB 1 rows CLB on H -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) Robbins Engineering, Inc./Online Plus- K -B 0.49 3798 C 0.09 0.40 8 -L 0.71 3409 C 0.17 0.54 L -Sl 0.61 4861 C 0.16 0.45 S1-M 0.35 4861 C 0.10 0.25 * -N 0.64 4678 C 0.29 0.35 N -C 0.24 4661 C 0.09 0.15 C -0 0.43 3298 C 0.07 0.36 O -S2 0.47 3934 C 0.19 0.28 S2-P 0.40 4018 C 0.19 0.21 P -D 0.47 4204 C 0.12 0.35 --------Bottom Chords --------- A -Q 0.75 3690 T 0.61 0.14 Q -S3 0.74 3690 T 0.34 0.40 S3-J 0.42 3690 T 0.31 0.11 J -I 0.64 4567 T 0.39 0.25 I -F 0.68 4990 T 0.43 0.25 E -H 0.47 56 C 0.00 0.47 H -S4 0.84 3379 T 0.56 0.28 S4-G 0.67 3379 T 0.56 0.11 G -D 0.84 3748 T 0.32 0.52 ---------- Chord -Webs ---------- E -F 0.55 187 T 0.00 0.55 F -N 0.16 320 C 0.16 0.00 ------------- Webs ------------- Q -K 0.07 219 T K -J 0.20 371 C J -B 0.40 1272 T J -L 0.47 1516 C 1 Br L -I 0.18 585 T I -M 0.16 266 C M -F 0.13 398 C 1 Br F -C 0.75 4077 T F -H 0.79 4297 T H -C 0.72 2495 C 1 Br H -0 0.55 632 C O -G 0.13 406 T G -P 0.07 295 C LL Defl -0.53" in I -F L/999 TL Defl -1.03" in I -F L/568 Shear // Grain in B -L 0.33 DL Defl -0.61" at I L/950 Checked for NonConcurrent 200 Lbs Moving Point Load applied Plates for each ply each face. at Panel Points and Mid -panel PLATING CONFORMS TO TPI. on BC REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. Jt React Uplft Size Req'd BASED ON SP LUMBER Lbs Lbs In-Sx In-Sx USING GROSS AREA TEST. A 2251 425 8- 0 2-10 Plate - LOCK 20 Ga, Gross Area Hz = -177 Plate - RHS 20 Ga, Gross Area D 2265 430 8- 0 2-11 Jt Type Plt Size X Y JSI Hz = 186 A LOCK 3.Ox 6.0 1.4 0.7 0.94 A LOCK 4.Ox 6.0 4.3 1.6 0.92 Membr CSI P Lbs Axl-CSI-Bnd B LOCK 6.Ox 6.0 0.9-3.6 0.76 ----------Top Chords---------- M LOCK 3.Ox 6.0 0.1 Ctr 0.56 A -K 0.44 4139 C 0.19 0.25 C LOCK 8.Ox12.0-1.2-5.3 0.99 Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 4:10:41 PM Pagel D LOCK 3.Ox 6.0-1.4 0.7 0.95 D LOCK 4.Ox 6.0-4.3 1.6 0.95 S3 RHS 5.0x10.0 Ctr 0.8 0.75 I LOCK 5.0x10.0 Ctr-0.5 0.88 F LOCK 10.0x16.0 0.7 2.8 0.98 H LOCK 8.Ox 8.0-1.0 0.5 0.99 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.77 G LOCK 3.Ox 6.0 0.2 Ctr 0.57 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. 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: 15-0 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 4861 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: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering IMTY HI2 1 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPFITY/M#3717 HO 4-3 0 0 N O TC:'_ ! 5x4 7-6-3 3x6 2-8-O 2-8-OFF C W:800 R:2095 U: 425 BC HO 4-3 o 0 N O 9-070 . - -- ---- - 26-8-0-------- -- ---- 14-4-0 --- --- - -~._: 7x10 4x6 4x10 2x4 4x10 4x6 7x10 6: B M S1 N S5 O C 2x4 L 3x8 S2 3x6 ///T P K S3 J I F 3x6 4x8 2- 8- A6 S6 4x8 7x12 20G-RHS-5x10 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.85 2x 4 SP-#2 EX B -S1 2x 6 SP-#2 EX S1-S5 2x 6 SP-#2 EX S5-C 2x 6 SP-#2 BC 0.96 2x 4 SP-#2 EX S6-F 2x 4 SP-SS CW 0.30 2x 4 SP-#3 WB 0.92 2x 4 SP-#3 EX F -C 2x 4 SP-#2 EX F -H 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 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) 5x4 3x6 D E H S4 G rm 2x4 4x12 4x8 2x4 W 1800 R:2096 U: 430 30-10-0 - - -- 50-0-0 - EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Robbins Engineering, Inc./Online Plus- M -S1 0.32 5574 C 0.09 0.23 S1-N 0.34 5574 C 0.09 0.25 N -S5 0.45 5574 C 0.12 0.33 S5-0 0.45 5574 C 0.12 0.33 0 -C 0.26 5210 C 0.07 0.19 C -S2 0.85 3133 C 0.22 0.63 S2-P 0.62 3239 C 0.07 0.55 P -D 0.65 3766 C 0.23 0.42 --------Bottom Chords --------- * -K 0.91 3431 T 0.32 0.59 K -S3 0.62 3222 T 0.30 0.32 S3-J 0.82 3222 T 0.32 0.50 J -S6 0.96 4910 T 0.48 0.48 S6-I 0.45 4910 T 0.42 0.03 I -F 0.52 5222 T 0.26 0.26 E -H 0.35 30 C 0.00 0.35 H -S4 0.65 3372 T 0.56 0.09 S4-G 0.81 3372 T 0.33 0.48 G -D 0.80 3372 T 0.31 0.49 ---------- Chord -Webs ---------- E -F 0.30 212 T 0.00 0.30 B -0 0.19 570 C 0.19 0.00 ------------- Webs ------------- L -K 0.09 230 C K -B 0.09 307 T B -J 0.63 1969 T J -M 0.28 942 C M -I 0.25 783 T I -N 0.16 543 C I -0 0.13 409 T F -C 0.60 3283 T F -H 0.60 3254 T H -C 0.92 1272 C H -P 0.57 635 C G -P 0.08 259 T LL Defl -0.47" in I -F L/999 Checked for NonConcurrent 200 TL Defl -0.97" in I -F L/600 Lbs Moving Point Load applied Shear // Grain in S2-P 0.31 at Panel Points and Mid -panel DL Defl -0.71" at I L/825 on BC Plates for each ply each face. Jt React Uplft Size Req'd PLATING CONFORMS TO TPI. Lbs Lbs In-Sx In-Sx REPORTS: SBCCI 9761 A 2096 425 8- 0 2- 8 ROBBINS ENGINEERING, INC. Hz = -149 BASED ON SP LUMBER D 2096 430 8- 0 2- 8 USING GROSS AREA TEST. Hz = 159 Plate - LOCK 20 Ga, Gross Area Plate - RES 20 Ga, Gross Area Membr CSI P Lbs Axl-CSI-Bnd Jt Type Plt Size X Y JSI ----------Top Chords---------- A LOCK 3.Ox 6.0 1.4 0.7 0.87 A -L 0.39 3859 C 0.10 0.29 A LOCK 5.Ox 4.0 3.3 1.1 0.86 L -B 0.36 3591 C 0.08 0.28 D LOCK 3.Ox 6.0-1.4 0.7 0.85 B -M 0.38 4910 C 0.09 0.29 D LOCK 5.Ox 4.0-3.3 1.1 0.81 Robbins Engineering, Inc./Online Plusr" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:10:41 PM Page 1 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.77 J LOCK 3.Ox 6.0-1.0 Ctr 0.93 S6 RHS 5.0x10.0 Ctr 0.8 0.82 F LOCK 7.Oxl2.0 Ctr 1.8 0.87 H LOCK 4.Oxl2.0-1.0 Ctr 0.95 S4 LOCK 4.Ox 8.0 Ctr 0.2 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), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 5574 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: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SPF1 TY G11 1 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPFITY/M#3717 HO 4-3 NO 4-3 0 O 0 0 N N O O TC '' ? 7-0-0 .- - - -- ------ - 30-8-0 ------ - - ----- --._ ...--- 12-4-0- 1Ox10 B 2x4 4x6 5x12 4x8 5x12 2x4 W� T W S1 X S4 Q i 2x4 ' 6 M 6x16 6-6-3 A �G 2-8-OA tl 2-8-OF rx L V U F W:800 '4x6 4x6 2- 8- Qx6 10x16 R:4189 �• -{-S5 U: 856 +� 20G-RHS-8xl4 E S 2x4 1Ox10 S3 20G-RHS-8xl4 BCC -- -- -30-10-0---------- ------- - -- - - ---- 50-0-0 - - EXCEPT AS SHOWN ALL PLATES ARE LOCK20 1OX16 C 3x8 T 6 3x6 R 5x6 ::5x4 D H G 4x14 S2 2x4 W:800 20G-RHS-5xlO R:2551 U: 524 Scale: 0.132" = 1' Robbins Engineering, Inc./Online P1us- Jt React Uplft Size Roq'd BASED ON SP LUMBER Lba Lbs In-Sx In-Sx USING GROSS AREA TEST. Online Plus -- Version 18.0.014 A 4190 857 8- 0 4-15 Plate - LOCK 20 Ga, Gross Area RUN DATE: 16-JAN-06 Hz = -121 Plate - RHS 20 Ga, Gross Area D 2551 524 8- 0 3- 0 Jt Type Plt Size X Y JSI CSI -Size- ----Lumber---- Hz - 131 A LOCK 6.Oxl6.0 7.4 4.2 0.94 TC 0.76 2x 4 SP-SS B LOCK 10.0x10.0 1.0-6.2 0.99 EX B -S1 2x 6 SP-112 Mombr CSI P Lbs Axl-CSI-Bnd C LOCK 10.0x16.0-1.6-6.7 0.84 EX Sl-S4 2x 6 SP-SS ----------Top Chords---------- D LOCK 5.Ox 4.0-2.0 1.4 0.98 EX S4-C 2x 6 SP-()2 A -M 0.64 8602 C 0.43 0.21 D LOCK 5.Ox 6.0-3.9 1.4 0.82 EX S6-D 2x 4 SP-R2 M -B 0.76 8525 C 0.37 0.39 S LOCK 10.0x10.0 Ctr-0.5 0.89 BC 0.71 2x 8 SP-SS B -T 0.67 10160 C 0.38 0.29 S3 RES 8.Oxl4.0 Ctr 0.4 0.90 EX E -S2 2x 4 SP-#2 T -W 0.69 10160 C 0.44 0.25 S5 RHS 8.Oxl4.0 Ctr 0.4 0.77 EX S2-D 2x 4 SP-SS W -S1 0.72 11093 C 0.64 0.08 F LOCK 10.0x16.0 Ctr 1.4 0,77 CW 0.62 2x 4 SP-#2 S1-X 0.66 11093 C 0.43 0.23 H LOCK 4.Oxl4.0-0.5 Ctr 0.99 WB 0.69 2x 4 SP-()3 X -S4 0.50 9498 C 0.28 0.22 S2 RES 5.0x10.0 Ctr 0.8 0.79 EX B -S 2x 4 SP-Q2 S4-Q 0.93 9498 C 0.43 0.50 EX F -C 2x 4 SP-SS Q -C 0.90 9485 C 0.32 0.58 EX F -H 2x 4 SP-1112 C -S6 0.70 4297 C 0.24 0.46 REFER TO ROBBINS ENG. GENERAL PB --- 2x 4 SP-113 S6-R 0.62 4391 C 0.16 0.46 NOTES AND SYMBOLS SHEET FOR R -D 0.64 4796 C 0.18 0.46 ADDITIONAL SPECIFICATIONS. Brace truss as follows: --------Bottom Chords--------- O.C. From To A -L 0.60 7672 T 0.43 0.17 NOTES: TC Cont. 0- 0- 0 50- 0- 0 L -S 0.57 7682 T 0.43 0.14 Trusses Manufactured by: BC Cont. 0- 0- 0 so- 0- 0 S -S3 0.70 11093 T 0.62 0.08 East Coast Lumber WB 1 rows CLB on V -X S3-V 0.70 11093 T 0.62 0.08 Analysis Conforms To: WB 1 rows CLB on X -F V -S5 0.71 11037 T 0.62 0.09 FBC2004 Attach CLB with (2)-10d nails S5-U 0.69 11037 T 0.62 0.07 ON Loading at each web. U -F 0.71 11037 T 0,62 0.09 Soffit psf 2.0 E -H 0.58 105 T 0.01 0.57 Design chocked for LL on BC Loading Live Dead (psf) H -S2 0.95 4290 T 0.79 0.16 per BOCA p (section 1606.2.3), TC 20.0 15.0 S2-G 0.47 4290 T 0.40 0.07 IBC/IRC-2003,and FBC 2004 BC 0.0 5.0 G -D 0.53 4290 T 0.40 0.13 (section 1607.1), 20.0 psf. Total 20.0 20.0 40.0 ---------- Chord -Webs ---------- Design checked for 10 psf non - Spacing 24.0" E -F 0.62 222 T 0.00 0.62 concurrent LL on BC. Lumber Duration Factor 1.25 F -Q 0.05 301 C 0.05 0.00 Prevent truss rotation at all Plate Duration Factor 1.25 -------------Webs------------- bearing locations. TC Fb=1.00 Fc=1.00 Ft=1.00 M -L 0.03 118 T Wind Loads - ANSI / ASCE 7-02 BC Flo-1.00 Fc=1.00 Ft=1.00 L -B 0.12 452 T Truss is designed as a Main B -S 0.68 3704 T Wind -Force Resistance System, Load Case R 1 Standard Loading S -T 0.10 525 C Wind Speed: 120 mph Lumber Duration Factor 1.25 S -W 0.68 1065 C Mean Roof Height: 15-0 Plato Duration Factor 1.25 V -W 0.06 195 T Exposure Category: B plf - Live Dead From To V -X 0.07 266 T 1 Br Occupancy Factor : 1.00 TC V 40 30 0.0' 50.0' U -X 0.08 278 T Building Type: Enclosed BC V 0 10 0.0' 50.0' X -F 0.44 1698 C 1 Br Zone location: Exterior TC V 50 38 7.0' 10.0' F -C 0.68 6235 T TC Dead Load 7.0 psf BC V 0 13 7.0' 10.0' F -H 0.75 4088 T BC Dead Load 3.0 psf BC V 199 199 7.0' CL-LB H -C 0.69 1289 C Max comp, force 11093 Lbs BC V 782 782 10.0' CL-LB H -R 0.35 511 C Quality Control Factor 1.00 TC V 144 144 7.0' CL-LB G -R 0.07 220 T FABRICATOR NOTES: LL Defl -0.85" in S5-U L/684 1. EAST COAST LUMBER 6 SUPPLY Plus 6 Wind Load Case(s) TL Defl -1.71" in S5-U L/340 J.C. WEBER P.E.N17455 Plus 1 UBC LL Load Case(s) Shear // Grain in S2-G 0.41 5285 ST. LUCIE BLVD. DL Defl -1.29" at U L/452 FORT PIERCE FL. 34946 Checked for NonConcurrent 200 2. !!!CAUTION!!! READ "BCSI-B1 Lbs Moving Point Load applied Plates for each ply each face. SUMMARY SHEET" BEFORE at Panel Points and Mid -panel PLATING CONFORMS TO TPi. HANDLING , INSTALLING 6 on BC REPORTS: SBCCI 9761 BRACING TRUSSES, ROBBINS ENGINEERING, INC. 3. SEE ATTACHED DETAIL SHEET Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16f2006 4:10:40 PM Page 1 of 2 Job ;SPFI TY Mark G11 Quan Type Span P1-H1 Left OH Right OH 1 SP 500000 6 1- 2- 0 1- 2- 0 Engineering Cont. ENGLE/SPFITY/M#3717 FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering. Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering -Portrait 1/16/2006 4:10:40 PM Page 2 of Job SPFl TY Mark H21 Quan 1 Type SP Span P1-H1 400000 6 Left OH 0 Right OH 1- 2- 0 Engineering ENGLE/SPFITY/M#3717 HO 4-3 HO 4-3 0 0 N O 5x6 3x6 3x8 2x4 8xl6 B O S3 P C 61 f i r- 3x6 5x6 Q SPLN 8-6-3 7x6 2-8-CA 5x6 R 2-8-01 1-0-OG A 2x4 1-0-OF -�' Sx2 S 5x6 M S2 L J T HGR 3x6 20G-RHS-5xlO 3x6 10x10 5x6 •F R:1661 G S4 K p U: 326 1 H 6x8 3x6 3x6 7x10E 2x4 7x8 12 5x10 W:800 R:1720 U: 348 BC: - - 20-3-13 -' -- - - - --12-0-310-----------10- 0 0 0 0 - 0 40-0-0 -- - - -- o --- EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.165" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.92 2x 4 SP-#2 EX S1-D 2x 4 SP-SS BC 0.76 2x 4 SP-#2 EX H -G 2x 4 SP-SS EX F -E 2x 4 SP-SS CW 0.54 2x 4 SP-#3 WB 0.99 2x 4 SP-#3 EX F -T 2x 4 SP-#2 PH --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 40- 0- 0 BC Cont. 0- 0- 0 40- 0- 0 WB 2 rows CLB on H -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 1662 327 3- 8 1-15 Robbins Engineering, Inc./Online Plus- P -C 0.20 2908 C 0.05 0.15 C -Q 0.28 2430 C 0.03 0.25 Q -R 0.41 3318 C 0.07 0.34 R -S1 0.92 6621 C 0.42 0.50 S1-S 0.65 6685 C 0.28 0.37 S -T 0.45 6759 C 0.19 0.26 T -D 0.16 3135 C 0.04 0.12 --------Bottom Chords --------- A -M 0.76 2796 T 0.25 0.51 M -S2 0.75 2359 T 0.22 0.53 S2-L 0.75 2359 T 0.22 0.53 L -J 0.67 2844 T 0.47 0.20 I -H 0.19 52 T 0.00 0.19 H -G 0.54 2345 T 0.20 0.34 G -S4 0.71 2664 T 0.26 0.45 S4-K 0.48 2664 T 0.44 0.04 K -F 0.76 3429 T 0.33 0.43 F -E 0.72 3367 T 0.29 0.43 E -D 0.61 2748 T 0.46 0.15 ---------- Chord -Webs ---------- I -J 0.54 241 T 0.02 0.52 J -P 0.15 304 C 0.15 0.00 ------------- Webs ------------- N -M 0.08 345 C M -B 0.14 448 T B -L 0.23 735 T L -O 0.18 407 C O -J 0.06 204 T J -H 0.88 2769 T J -C 0.93 2920 T H -C 0.70 3623 C 2 Br G -C 0.58 1828 T G -Q 0.48 731 C Q -K 0.24 760 T K -R 0.20 825 C R -F 0.99 3106 T P -S 0.03 114 T F -T 0.60 3254 T E -T 0.31 1990 C LL Defl -0.44" in H -G L/999 TL Defl -0.87" in H -G L/537 Shear // Grain in H -G 0.81 DL Defl -0.67" at G L/701 Hz Disp LL DL TL Jt D 0.26" 0.25" 0.52" Hz = -172 Plates for each ply each face. D 1720 348 8- 0 2- 0 PLATING CONFORMS TO TPI. Hz = 179 REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. Membr CSI P Lbs Axl-CSI-Bnd BASED ON SP LUMBER ----------Top Chords---------- USING GROSS AREA TEST. A -N 0.32 3131 C 0.06 0.26 Plate - LOCK 20 Ga, Gross Area N -B 0.44 2892 C 0.10 0.34 Plate - RHS 20 Ga, Gross Area B -O 0.32 2845 C 0.05 0.27 Jt Type Plt Size X Y JSI O -S3 0.29 2917 C 0.08 0.21 A LOCK 5.Ox 6.0 1.4 0.6 0.91 S3-P 0.23 2917 C 0.08 0.15 N LOCK 5.Ox 6.0-0.2 0.5 0.78 Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering -Portrait 1/162006 4:10.46 PM Pagel B LOCK 5.Ox 6.0 0.7-3.1 0.82 C LOCK 8.Oxl6.0-1.4-5.7 1.00 S1 LOCK 4.Oxl2.0-0.1-0.2 0.97 T LOCK 5.Ox 6.0-0.4 0.2 0.98 D LOCK 5.0x 6.0-1.4 0.6 0.91 M LOCK 3.Ox 6.0-0.1 Ctr 0.53 S2 RHS 5.Ox10.0 Ctr 0.8 0.84 J LOCK 10.0x10.0 1.2 2.3 0.99 H LOCK 7.Ox 8.0-2.0 4.8 0.91 G LOCK 6.Ox 8.0 1.0-0.5 0.76 K LOCK 3.Ox 6.0 0.4 Ctr 0.73 E LOCK 5.0x10.0 1.7 4.2 0.82 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 6759 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: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering :SPFl TY H2O 1 SP 400000 6 0 1- 2- 0 I ENGLE/SPFITY/M#3717 HO 4-3 HO 4-3 0 0 .TC L __ _ _ 9 _0-0 16-8-0 tV O ' 5x6 3x6 3x6 2x4 4x8 6x6 B N 31 O P C - 61 3x6 M 4x6 2x4 R 7-6-3 V 2-8-OA 4x6 3x8 2-8-OJ A S2 2x4 1-0-OG 1-0-OF r S 3x6 U L S3 J T 3x6 2- 8- 04x8 3x6 6x8 T 4x6 C>S G D K S4 1- 0- 0 F W:1105 W:8D0 H 6x6 3x6 3x6 f 6x8 E R: 546 R:ZBM 6x6 Sx6 Cant:l- 9- 8 U: 186 U: 388 I12 LtSi W:800 R: 687 U: 155 BC i 2-3-2 16-7-3 I 9-5-11to 0 0 0 0 - 40-0-0 0 0 -- - - - -- - ALL PLATES ARE LOCK20 Scale: 0.163" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.47 2x 4 SP-#2 BC 0.78 2x 4 SP-#2 CW 0.76 2x 4 SP-#3 WH 0.73 2x 4 SP-113 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 40- 0- 0 BC Cont. 0- 0- 0 40- 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 Los Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx U 547 186 11- 5 1- 0 Hz = -145 J 2061 389 8- 0 2- 5 D 688 155 8- 0 1- 0 Hz = 153 Robbins Engineering, Inc./Online Plus- S -T 0.12 2185 C 0.01 0.11 T -D 0.06 998 C 0.00 0.06 --------Bottom Chords --------- * -U 0.36 119 C 0.01 0.35 U -L 0.44 275 T 0.03 0.41 L -S3 0.42 295 C 0.00 0.42 S3-J 0.65 295 C 0.00 0.65 I -H 0.24 77 C 0.00 0.24 H -G 0.10 402 C 0.00 0.10 G -K 0.64 107 T 0.01 0.63 K -S4 0.70 610 T 0.07 0.63 S4-F 0.78 610 T 0.07 0.71 F -E 0.32 1133 T 0.19 0.13 E -D 0.22 879 T 0.09 0.13 ---------- Chord -Webs ---------- I -J 0.76 209 T 0.00 0.76 J -O 0.10 296 C 0.10 0.00 ------------- Webs ------------- U -V 0.02 149 C U -M 0.10 474 C M -L 0.04 114 C L -B 0.07 243 C L -N 0.18 564 T N -J 0.73 1116 C J -H 0.10 349 C J -P 0.62 1430 C H -P 0.16 516 T P -G 0.14 450 T G -C 0.47 749 C C -K 0.16 519 T K -R 0.37 655 C R -F 0.51 1596 T F -S 0.02 174 C F -T 0.34 1078 T E -T 0.11 704 C LL Defl -0.27" in S4-F L/912 TL Defl -0.47" in S4-F L/517 LL Cant 0.01" in A -U L/999 Shear // Grain in S3-J 0.32 DL Defl -0.19" at S4 L/956 Hz Disp LL DL TL Jt D 0.02" 0.02" 0.04" Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- Plates for each ply each face. A -V 0.08 142 T 0.02 0.06 PLATING CONFORMS TO TPI. V -M 0.18 143 T 0.03 0.15 REPORTS: SBCCI 9761 M -B 0.15 263 C 0.00 0.15 ROBBINS ENGINEERING, INC. B -N 0.29 234 C 0.00 0.29 BASED ON SP LUMBER N -S1 0.47 1114 T 0.18 0.29 USING GROSS AREA TEST. S1-O 0.40 1114 T 0.18 0.22 Plate - LOCK 20 Ga, Gross Area O -P 0.40 1117 T 0.18 0.22 Plate - RHS 20 Ga, Gross Area P -C 0.14 225 T 0.03 0.11 Jt Type Plt Size X Y JSI C -R 0.42 162 C 0.00 0.42 A LOCK 4.Ox 6.0 Ctr 0.1 0.73 R -S2 0.44 2133 C 0.02 0.42 B LOCK 5.Ox 6.0 0.7-3.1 0.68 S2-S 0.36 2215 C 0.05 0.31 C LOCK 6.Ox 6.0-1.4-3.6 0.91 D LOCK 4.Ox 6.0 Ctr 0.1 0.73 J LOCK 6.Ox 8.0 Ctr 1.2 0.79 H LOCK 6.Ox 6.0-1.6 3.9 0.70 G LOCK 6.Ox 6.0 Ctr-0.5 0.69 F LOCK 6.Ox 6.0 Ctr-0.5 0.81 E LOCK 5.Ox 6.0 1.4 3.5 0.68 REFER TO ROBBINS ENG, GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 ON Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: 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 2215 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER b SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING b BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering. Inc./Online Plus" 0 1996-2005 Version 18.0,014 Engineering • Portrait 111620D64:l0:46 PM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPFI TY H19 1 SP 400000 6 0 1- z- 0 ENGLE/SPFITY/M#3717 HO 4-3 HO 4-3 0 0 N O -TC` -- 7-0-0 -- --- - --- - -- - ---•- 20-B-0 -- ------------ -- ..-. _ ... 12-4-0 ----=� i + 3x6 Sx8 3x6 3x6S1 2x4 4x8 5x8 6 B Z AA O P C i 2x4 W 6-6-3 4x6 2-8-OA A2-8-OJ1-0-OG >#6xlSOPL 1-0-OF M Y S2 X J2- 8- 0 3x6 3x63x6 3x6 8x8 I _VGK S3 1- 0- 0 w:800 w:8D0 H 5x6 3x63x6 R:1498 R:30615 6x6 U: 308 U: 606 12 BC 20-7-0 - - -- - 1 0 to O o or o 0 0 - - - -- 40-0-0 -. ------ _ - ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR 2x4 S 3x6 T 4x6 D 6x8 E "�,- Sx6 G31I W:800 R: 679 U: 141 0-1 -I 0 0 0 - .j Scale: 0.165" = 1' Robbins Engineering, Inc./Online Plus- ---------- Top Chords---------- ROBBINS ENGINEERING, INC. A -W 0.29 2820 C 0.06 0.23 BASED ON SP LUMBER Online Plus -- Version 18.0.014 W -B 0.29 2642 C 0.05 0.24 USING GROSS AREA TEST. RUN DATE: 16-JAN-06 B -Z 0.60 2379 C 0.04 0.56 Plate - LOCK 20 Ga, Gross Area Z -AA 0.62 1262 C 0.01 0.61 Plate - RHS 20 Ga, Gross Area CSI -Size- ----Lumber---- AA-S1 0.85 1309 T 0.24 0.61 it Type Plt Size X Y JSI TC 0.85 2x 4 SP-#2 S1-O 0.71 1309 T 0.24 0.47 A LOCK 4.Ox 6.0 Ctr 0.1 0.93 BC 0.76 2x 4 SP-#2 O -P 0.71 1307 T 0.24 0.47 B LOCK 5.Ox 8.0 Ctr-0.1 1.00 CW 0.43 2x 4 SP-#3 P -C 0.46 505 T 0.09 0.37 C LOCK 5.Ox 8.0 Ctr-0.1 1.00 WB 0.74 2x 4 SP-#3 C -R 0.29 247 C 0.00 0.29 R LOCK 6.0xl0.0 0.2 0.3 0.70 R -S 0.32 2066 C 0.03 0.29 D LOCK 4.Ox 6.0 Ctr 0.1 0.73 Brace truss as follows: S -T 0.15 2097 C 0.01 0.14 J LOCK 8.Ox 8.0 Ctr 2.2 0.91 O.C. From To T -D 0.07 985 C 0.00 0.07 H LOCK 6.Ox 6.0-1.6 3.9 0.77 TC Cont. 0- 0- 0 40- 0- 0 --------Bottom Chords--------- G LACK 5.0x 6.0 Ctr-1.0 0.68 BC Cont. 0- 0- 0 40- 0- 0 A -M 0.73 2499 T 0.25 0.48 F LOCK 6.Ox 8.0 Ctr-0.5 0.72 WB 1 rows CLB on AA-J M -Y 0.58 2367 T 0.24 0.34 E LOCK 5.Ox 6.0 1.4 3.5 0.68 Attach CLB with (2)-10d nails Y -S2 0.49 2379 T 0.43 0.06 at each web. S2-X 0.63 2379 T 0.24 0.39 X -J 0.44 2262 T 0.10 0.34 REFER TO ROBBINS ENG. GENERAL Loading Live Dead (psf) I -H 0.11 44 C 0.00 0.11 NOTES AND SYMBOLS SHEET FOR TC 20.0 15.0 H -G 0.21 711 C 0.00 0.21 ADDITIONAL SPECIFICATIONS. BC 0.0 5.0 G -K 0.50 207 T 0.02 0.48 Total 20.0 20.0 40.0 K -S3 0.55 693 T 0.07 0.48 NOTES: Spacing 24.0" S3-F 0.76 693 T 0.07 0.69 Trusses Manufactured by: Lumber Duration Factor 1.25 F -E 0.37 1110 T 0.20 0.17 East Coast Lumber Plate Duration Factor 1.25 E -D 0.23 868 T 0.09 0.14 Analysis Conforms To: TC Fb=1.00 Fc=1.00 Ft=1.00 ---------- Chord -Webs ---------- FBC2004 BC Fb=1.00 Fc=1.00 Ft=1.00 I -J 0.43 185 T 0.00 0.43 OH Loading J -O 0.09 384 C 0.09 0.00 Soffit psf 2.0 Load Case # 1 Standard Loading -------------Webs------------- Design checked for LL on BC Lumber Duration Factor 1.25 W -M 0.03 139 C per BOCA (section 1606.2.3), Plate Duration Factor 1.25 M -B 0.16 591 T IBC/IRC-2003,and FBC 2004 plf - Live Dead From To B -Y 0.10 261 C (section 1607.1), 20.0 paf. TC V 40 30 0.0' 40.0' Y -Z 0.09 352 T Design checked for 10 psf non - BC V 0 10 0.0' 40.0' Z -X 0.74 1494 C concurrent LL on BC. TC V 50 38 8.0' 19.7' X -AA 0.31 979 T Prevent truss rotation at all BC V 0 13 8.0' 19.7' AA-J 0.57 2888 C 1 Br bearing locations. BC V 199 199 7.0' CL-LB J -H 0.22 1030 C NOTE: USER MODIFIED PLATES TC V 144 144 7.0' CL-LB J -P 0.48 2031 C This design may have plates H -P 0.45 1403 T selected through a plate P -G 0.10 328 T monitor. Plus 6 Wind Load Case(s) G -C 0.55 857 C Wind Loads - ANSI / ASCE 7-02 Plus 2 Unbalanced Load Cases K -C 0.13 419 T Truss is designed as a Main Plus 1 UBC LL Load Case(s) K -R 0.26 578 C Wind -Force Resistance System. R -F 0.45 1418 T Wind Speed: 120 mph Checked for NonConcurrent 200 F -S 0.02 134 C Mean Roof Height: 15-0 Lbs Moving Point Load applied F -T 0.32 1002 T Exposure Category: B at Panel Points and Mid -panel E -T 0.10 681 C Occupancy Factor : 1.00 on BC Building Type: Enclosed LL Defl -0.16" in S3-F L/999 Zone location: Exterior Jt React Uplft Size Req'd TL Defl -0.29" in S3-F L/774 TC Dead Load 7.0 psf Lbs Lbs In-Sx In-Sx Shear // Grain in Z -AA 0.49 BC Dead Load 3.0 psf A 1499 309 8- 0 1-12 DL Defl -0.12" at M L/999 Max comp. force 2888 Lbs Hz = -120 Hz Disp LL DL TL Quality Control Factor 1.00 J 3096 607 8- 0 3- 8 it J 0.03" 0.03" 0.06" D 680 141 8- 0 1- 0 FABRICATOR NOTES: Hz = 127 Plates for each ply each face. 1. EAST COAST LUMBER 6 SUPPLY PLATING CONFORMS TO TPI. J.C. WEBER P.E.#17455 Membr CSI P Lbs Axl-CSI-Bnd REPORTS: SBCCI 9761 5285 ST. LUCIE BLVD. Robbins Engineering. Inc./Online PIUS- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:10:45 PM Page 1 of 2 Job SPFITY Mark H19 Quan Type Span Pi -Hi Left OH Right OH 1 SP 400000 6 0 1- 2- 0 I Engineering Cont. ENGLE/SPFITY/M#3717 FORT PIERCE FL. 36946 !!!CAUTION!!! READ "SCSI-81 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. DESIGNER: JLW Robbins Engineering. Inc./Online Plus" 0 1996.2D05 Version 18.0.014 Engineering . Portrait 1/162006 4:10:45 PM Page 2 of 2 Job SPF1 TY Mark H31 Quan 1 Type SP Span P1-H1 Left OH 200000 6 1- 2- 0 Right OH 0 Engineering ENGLE/SPFITY/M#3717 HO 4-3 HO 6-0-3 TC.1_ 2-01 _- -__-_ 11-4-0 _- 8-8-0 4x8 3x4 #6x12 B M C _-_ 6, 4x4 w L a 3x8 I S1 w 6-0-3 i 1-0-OG 2x4 1-0-OF K -i- 3x4 0 !. J ,,, #3x8 r� 3x4 l:.�' m v' :30 1 A G 6x8 1- 0- I SPL 05x8 F 202 0 4x6 i H , 12 B D . 4x6 5x6 2x4 I w:80o R: 876 U: 145 BCC ! - 2-8-0 0 0 O .. 13-0-0 - - -- - - -- c i 1-10-8 m 0 0 o In - 20-0-0 --- -- ---- - - O - ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.299" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.34 2x 4 SP-#2 BC 0.67 2x 4 SP-#2 WB 0.53 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 20- 0- 0 BC Cont. 0- 0- 0 20- 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 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 877 145 8- 0 1- 1 Hz = 206 O 814 203 3- 8 1- 0 Hz = 141 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -J 0.10 1396 C 0.01 0.09 J -K 0.22 2963 C 0.06 0.16 Robbins Engineering, Inc./Online P1us- C -C 0.02 0 T 0.00 0.02 --------Bottom Chords --------- A -H 0.25 1228 T 0.20 0.05 H -G 0.54 1535 T 0.25 0.29 G -I 0.67 1275 T 0.14 0.53 I -F 0.44 774 T 0.09 0.35 F -E 0.20 449 T 0.07 0.13 E -D 0.15 77 T 0.00 0.15 ------------- Webs ------------- H -J 0.14 922 C J -G 0.45 1408 T G -K 0.01 73 C G -L 0.53 1658 T L -I 0.22 602 C I -B 0.14 437 T B -F 0.31 463 C F -M 0.18 563 T M -E 0.44 928 C E -C 0.23 740 T D -O 0.06 211 T WindLd O -C 0.38 800 C WindLd LL Defl -0.12" in G -I L/999 TL Defl -0.25" in G -I L/900 Shear // Grain in H -G 0.27 DL Defl -0.16" at G L/999 Hz Disp LL DL TL Jt A 0.10" 0.02" 0.12" Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RES 20 Ga, Gross Area Jt Type Plt Size X Y JSI J LOCK 3.Ox 4.0 0.4 0.2 0.88 C# LOCK 6.Ox12.0 2.5 0.5 0.60 H LOCK 4.Ox 6.0-1.2 3.0 0.66 G LOCK 6.Ox 8.0 Ctr-0.5 0.85 I LOCK 5.Ox 8.0-1.0-0.5 0.56 F LOCK 4.Ox 6.0-1.4 Ctr 0.62 E LOCK 5.Ox 6.0 0.7 4.2 0.92 K -SI 0.34 2941 C 0.07 0.27 S1-L 0.24 2883 C 0.05 0.19 # = Plate Monitor used L -B 0.19 876 C 0.00 0.19 B -M 0.26 430 C 0.00 0.26 REFER TO ROBBINS ENG. GENERAL M -C 0.26 234 C 0.00 0.26 NOTES AND SYMBOLS SHEET FOR Robbins Engineering, Inc,/Online Plus" 0 1996.2005 Version 18.0.014 Engineering -Portrait 1/16/2006 4:10:52 PM Pagel ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. 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: 15-0 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 2963 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SPFITY Mark H30 Quan Type 1 SP Span P1-H1 Left OH 200000 6 1- 2- 0 Right OH 0 Engineering ENGLE/SPFITY/M#3717 HO 4-3 HO 5-0-3 _TCI1-2-0' - -- ..- - -----9-4-0___- __. I -- 10-8-0 4x8 3x4 #6x12 B L C _ _ � 6 N A 5-0-3 3x4 W '• 1-0-OG 1-0-OF K 3x4 N1. J 1#3>9 i 3x4 m ° 6O i A 1- 0- 0 4 192 0 5x6 3x4 3x6 4x6 i i H _ 12 E D .. I 4x6 Sx6 2x4 W:800 R: 877 U: 155 BCl �- - 2-8-0 0 0 O O - 13-0-0-- -•--- ---- ! o -�- 1-10-8 m II 0 0 O 1n 20-0-0 O ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.301" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.49 2x 4 SP-#2 BC 0.76 2x 4 SP-#2 WB 0.70 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 20- 0- 0 BC Cont. 0- 0- 0 20- 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 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 877 155 8- 0 1- 1 Hz = 169 N 814 193 3- 8 1- 0 Hz = 116 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -J 0.11 1413 C 0.01 0.10 Robbins Engineering, Inc./Online Plus- --------Bottom Chords --------- A -H 0.28 1244 T 0.20 0.08 H -G 0.76 1480 T 0.24 0.52 G -I 0.69 2486 T 0.30 0.39 I -Sl 0.39 1037 T 0.12 0.27 S1-F 0.61 1037 T 0.12 0.49 F -E 0.29 615 T 0.10 0.19 E -D 0.16 52 T 0.00 0.16 ------------- Webs ------------- H -J 0.13 821 C J -G 0.43 1344 T G -K 0.25 794 T K -I 0.70 1460 C I -B 0.12 388 T B -F 0.45 507 C F -L 0.19 592 T L -E 0.37 1079 C E -C 0.25 786 T D -N 0.07 219 T WindLd N -C 0.27 784 C WindLd LL Defl -0.10" in H -G L/999 TL Defl -0.20" in H -G L/999 Shear // Grain in H -G 0.36 DL Defl -0.17" at G L/999 Hz Disp LL DL TL Jt N 0.05" 0.05" 0.10" 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 J LOCK 3.Ox 4.0 0.4 0.2 0.84 K LOCK 3.Ox 4.0-0.4-0.2 0.83 C LOCK 6.Ox12.0 2.6 0.2 0.55 H LOCK 4.Ox 6.0-1.2 3.0 0.64 G LOCK 5.Ox 6.0 Ctr-1.0 0.83 F LOCK 4.Ox 6.0-1.4 Ctr 0.62 E LOCK 5.Ox 6.0 1.0 3.8 0.95 J -K 0.13 2879 C 0.09 0.04 K -B 0.34 1153 C 0.01 0.33 B -L 0.49 582 C 0.00 0.49 REFER TO ROBBINS ENG. GENERAL L -C 0.49 290 C 0.00 0.49 NOTES AND SYMBOLS SHEET FOR C -C 0.02 0 T 0.00 0.02 ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:10:51 PM Page 1 NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. 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: 15-0 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 2879 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: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPFI TY H29 1 Sp 200000 6 1- 2- 0 0 ENGLE/SPFITY/M#3717 NO 4-3 HO 4-0-3 0 0 N O TC-�-~ - - ----7-4-0 ------- -- - 12-8-0 -- - - - 4x8 3x4 2x4 #6x12 B S2 G c T 1- 4- 3 6 „ -� - - 4-0-3' I#3x8 N J I 3x4 :308 to I A 814 184 0 D_K F s i E D 2x4 3x8 3x8 2x4 W:800 R: 877 U: 163 - - - - -- -- Or In - 20-0-0 -- - - - - ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.51 2x 4 SP-#2 BC 0.65 2x 4 SP-#2 WB 0.34 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 20- 0- 0 BC Cont. 0- 0- 0 20- 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- C -C 0.02 0 T 0.00 0.02 --------Bottom Chords --------- * -F 0.65 1004 T 0.11 0.54 F -S1 0.43 1001 T 0.10 0.33 S1-E 0.51 1001 T 0.11 0.40 E -D 0.47 27 T 0.00 0.47 ------------- Webs ------------- F -B 0.08 278 T B -E 0.14 193 C E -G 0.11 477 C E -C 0.34 1075 T D -H 0.07 225 T WindLd H -C 0.19 786 C WindLd LL Defl -0.09" in S1-E L/999 TL Defl -0.13" in A -F L/999 Shear // Grain in G -C 0.31 DL Defl -0.12" at F 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 C LOCK 6.Oxl2.0 2.7 0.3 0.45 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 877 163 8- 0 1- 1 Trusses Manufactured by: Hz = 133 East Coast Lumber H 814 185 3- 8 1- 0 Analysis Conforms To: Hz = 91 FBC2004 OH Loading Membr CSI P Lbs Axl-CSI-Bnd Soffit psf 2.0 ----------Top Chords---------- Design checked for LL on BC A -B 0.51 1123 C 0.02 0.49 per BOCA (section 1606.2.3), B -S2 0.26 902 C 0.00 0.26 IBC/IRC-2003,and FBC 2004 S2-G 0.46 902 C 0.00 0.46 (section 1607.1), 20.0 psf. G -C 0.46 902 C 0.00 0.46 Design checked for 10 psf non - Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:10:51 PM Page 1 Scale: 0.264" = 1 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: 15-0 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 1123 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-SEARING BLOCK. 4. DESIGNER: JLW Job Mark Quart Type Span P1-H1 Left OH Right OH I Engineering SPFITY GE28 1 HHIP 190608 6 1- 2- 0 0 ENGLE/SPFITY/M#3717 HO 4-3 HO 3-0-3 TC; 14-2-8 4x4 3x4 2x4 B H J L S2 N P R C 3-0-3 i D 2x4 2x4 3x4 .6�'t��'?'.'�#3.6L'°t�.s��$ ��"�?�" • w`�a�" �k'�t¢'i%fs�'' L33d� �:%�i `>?Q` �ii�.44`v'�aC":•+y.Snr'.�:siz BC; - _ ---- ----19_6_e- - - - - --- - -- - ! - -- 19-6-8 - ALL PLATES ARE LOCK20 See Joint F For Typical Gable Plate Size and Placement Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.09 2x 4 SP-#2 BC 0.20 2x 4 SP-#2 WB 0.04 2x 4 9P-#3 GW 0.03 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 19- 6- 8 BC Cont. 0- 0- 0 19- 6- 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 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 19- 6- 8 1659 338 Hz = 146 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.09 92 C 0.00 0.09 F -B 0.09 53 C 0.00 0.09 B -H 0.04 37 C 0.00 0.04 H -J 0.04 37 C 0.00 0.04 J -L 0.04 37 C 0.00 0.04 L -S2 0.04 37 C 0.00 0.04 Robbins Engineering, Inc./Online Plus- S2-N 0.04 37 C 0.00 0.04 N -P 0.04 37 C 0.00 0.04 P -R 0.04 37 C 0.00 0.04 R -C 0.04 37 C 0.00 0.04 --------Bottom Chords --------- * -G 0.20 17 C 0.00 0.20 G -E 0.13 0 T 0.00 0.13 E -I 0.13 0 T 0.00 0.13 I -K 0.13 0 T 0.00 0.13 K -S1 0.07 0 T 0.00 0.07 S1-M 0.06 0 T 0.00 0.06 M -0 0.13 0 T 0.00 0.13 0 -Q 0.13 0 T 0.00 0.13 Q -S 0.13 0 T 0.60 0.13 S -D 0.16 0 T 0.00 0.16 ------------- Webs ------------- E -B 0.02 113 C D -C 0.04 67 C WindLd ----------Gable Webs---------- G-F 0.03 211 C I -H 0.02 143 C K -J 0.02 139 C M -L 0.02 139 C O -N 0.02 140 C Q -P 0.02 137 C S -R 0.02 154 C LL Defl 0.00" in S -D L/999 TL Defl 0.00" in A -G L/999 Shear // Grain in S1-M 0.20 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Scale: 0.313" = 1' Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 211 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: JLW Robbins Engineering. Inc./Online Plus" 0 1996.2005 Version 18.0.014 Engineering -Portrait 1/16/2006 4:10:50 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SPFI TY G34 1 MONO 70000 6 0 0 ENGLE/SPFITY/M#3717 I 3-10-3 HO 4-3 HO 3-10-3 TC - - .. ------ 7-0-0 _ _J #5x8 B c #3x6 D #5x8 W:800 HGR R: 656 R:1564 U: 113 U: 344 - - -- -- - -- - t BC; 7-0-0 I - - - --- 7-0-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Robbins Engineering, Inc./Online P1us- A 657 114 8- 0 1- 0 Hz = -97 Online Plus -- Version 18.0.014 C 1564 344 3- 8 1-14 RUN DATE: 16-JAN-06 Hz = 184 CSI -Size- ----Lumber---- TC 0.24 2x 4 SP-#2 BC 0.32 2x 6 SP-#2 WB 0.67 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 831 831 5.3' CL-LB 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 0.24 956 C 0.01 0.23 E -B 0.16 980 C 0.00 0.16 --------Bottom Chords --------- * -D 0.32 856 T 0.06 0.26 D -C 0.09 131 T 0.00 0.09 ------------- Webs ------------- D -E 0.04 265 C D -B 0.67 2090 T C -B 0.32 1490 C WindLd LL Defl -0.02" in A -D L/999 TL Defl -0.04" in A -D L/999 Shear // Grain in A -E 0.1B 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 5.Ox 8.0 0.6-1.2 0.74 D LOCK 5.Ox 8.0-0.7-0.6 0.90 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: Jt React Uplft Size Req'd East Coast Lumber Lbs Lbs In-Sx In-Sx Analysis Conforms To: Robbins Engineering. Inc./Online Plus" C 1996.2005 Version 18.0.014 Engineering - Portrait 1I162006 4:10:53 PM Page 1 Scale: 0.472" = 1 FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: 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 1490 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: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering .SPFI TY PIG-1 2 HIPP 60800 6 11- 5 11- 5 ENGLE/SPFITY/M#3717 Ho 1 HO 1 TC. 11-5 _ 1-0-11 _ _ _ _2-8-0 _ _ _ . ; 1-0-11 _-_. _ 11-5 6 10-9 #4x6 #4x6 #3x3 #3x3 A y rvt �- ---.��-... F�`.. Yn_��?h+•:i .`�7! �N>.Ji'�,{� ,ti.;.tn/"'%.al{',• ,;,•?�:tf•:r•-• �: "_1 BC- -- - --- ----- 4-9-6-- - -- ---- ---------�---- -----� - 6-8-0- - - -i= 4 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.06 2x 4 SP-#2 BC 0.11 2x 4 SP-#2 WB 0.01 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6- 8- 0 BC Cont. 0- 0- 0 6- 8- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus- --------Bottom Chords --------- * -F 0.08 3 T 0.00 0.08 F -E 0.11 0 T 0.00 0.11 E -D 0.08 3 T 0.00 0.08 ------------- Webs ------------- F -B 0.01 116 C E -C 0.01 116 C LL Defl 0.00" in E -D L/999 TL Defl 0.00" in E -D L/999 Shear // Grain in F -E 0.14 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 B LOCK 4.Ox 6.0 0.2 0.2 0.54 C LOCK 4.Ox 6.0-0.2 0.1 0.55 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Jt React Uplft Size Req'd Analysis Conforms To: Lbs Lbs In-Sx In-Sx FBC2004 Cont. Brg 0- 0- 0 to 4- 9- 6 OH Loading 531 117 Hz = 9 Soffit psf 2.0 Design checked for LL on BC Membr CSI P Lbs Axl-CSI-Bnd per BOCA (section 1606.2.3), ----------Top Chords---------- IBC/IRC-2003,and FBC 2004 A -B 0.03 44 C 0.00 0.03 (section 1607.1), 20.0 psf. B -C 0.06 43 C 0.00 0.06 Design checked for 10 psf non- C -D 0.03 44 C 0.00 0.03 concurrent LL on BC. Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:39:16 PM Page 1 Scale: 0.905" = 1' Refer to Gen Det 3 series for web bracing and plating. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: 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 116 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 & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span PI -HI Left OH Right OH Engineering SPFI TY PIG-2 1 TR 60800 6 11- 5 11- 5 ENGLE/SPFITY/M#3717 HO 1 HO 1 TC 11-5 --.. -- 2-4-11 -- _ _-- _ _ _-- 2-4-11 _-- - _ _-- i 11-5 1-6-9 BC Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.06 2x 4 SP-#2 BC 0.13 2x 4 SP-#2 WB 0.01 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6- 8- 0 BC Cont. 0- 0- 0 6- 8- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) 4x4 - - - 6-8-0 -- - --- -- -- c ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.06 101 C 0.00 0.06 B -C 0.06 101 C 0.00 0.06 --------Bottom Chords --------- * -D 0.13 7 C 0.00 0.13 D -C 0.13 7 C 0.00 0.13 ------------- Webs ------------- D -B 0.01 62 C LL Defl 0.00" in A -D L/999 TL Defl 0.00" in A -D L/999 Shear // Grain in A -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 Ga, Gross Area Plate - RHS 20 Gal, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 Lbs Moving Point Load applied NOTES: at Panel Points and Mid -panel Trusses Manufactured by: on BC East Coast Lumber Analysis Conforms To: Jt React Uplft Size Req'd FBC2004 Lbs Lbs In-Sx In-Sx OH Loading Cont. Brg 0- 0- 0 to 4- 9- 6 Soffit psf 2.0 531 101 Hz = 22 Design checked for LL on BC per BOCA (section 1606.2.3), Robbins Engineering, Inc./Online Plus" O 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 4:10:54 PM Page 1 Scale: 0.827" = 1' IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 101 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: JLW Job SPFI TY Mark HI Quart 1 Type SP Span P1-H1 Left OH 290000 6 1- 2- 0' Right 0 OH Engineering ENGLE/SPFITY/M#3717 HO 4-3 0 0 HO 5-6-3 N O TC. 5-0-0 _ - .. 24-0-0 __ .- --- .. _ .. ------ - ------- - - -- --� SPL 5x8 3x6 3x8 2x4 4x6 4x6 -i B J M K L C 4 5-6-3 2-8-OA 2-8-OF F Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.62 2x 4 SP-#2 EX B -M 2x 4 SP-SS BC 0.95 2x 4 SP-#2 CW 0.33 2x 4 SP-#3 WB 0.94 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 29- 0- 0 BC Cont. 0- 0- 0 29- 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' 29.0' BC V 0 10 0.0' 29.0' TC V 30 23 6.0' 12.0' BC V 0 8 6.0' 12.0' TC V 118 118 5.0' CL-LB BC V 124 124 5.0' CL-LB Robbins Engineering, Inc./Online Plus - Hz = -143 D 1353 283 4- 0 1-10 Hz = 219 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -B 0.36 3485 C 0.09 0.27 B -J 0.68 4519 C 0.20 0.48 J -M 0.42 3980 C 0.07 0.35 M -K 0.37 3980 C 0.12 0.25 K -L 0.62 3954 C 0.12 0.50 L -C 0.51 1271 C 0.01 0.50 --------Bottom Chords--------- A -I 0.76 3115 T 0.57 0.19 I -S1 0.89 3100 T 0.34 0.55 S1-H 0.64 3100 T 0.57 0.07 H -F 0.95 4519 T 0.50 0.45 E -G 0.51 34 T 0.00 0.51 G -D 0.50 137 T 0.00 0.50 ---------- Chord -Webs ---------- E -F 0.33 221 T 0.00 0.33 F -K 0.06 364 C 0.06 0.00 -------------Webs------------- I -B 0.11 395 T B -H 0.48 1526 T H -J 0.08 456 C J -F 0.37 583 C F -L 0.94 2945 T F -G 0.43 1367 T G -L 0.68 1674 C G -C 0.55 1720 T D -C 0.54 1328 C WindLd LL Defl -0.27" in H -F L/999 TL Defl -0.55" in H -F L/612 Shear // Grain in B -J 0.51 DL Defl -0.40" at S1 L/841 Plates for each ply each face. Plus 6 Wind Load Case(s) PLATING CONFORMS TO TPI. Plus 1 UBC LL Load Case(s) REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. Checked for NonConcurrent 200 BASED ON SP LUMBER Lbs Moving Point Load applied USING GROSS AREA TEST. at Panel Points and Mid -panel Plate - LOCK 20 Ga, Gross Area on BC Plate - RES 20 Ga, Gross Area Jt Type Plt Size X Y JSI Jt React Uplft Size Req'd A LOCK 4.Ox 8.0 0.8 0.3 0.96 Lbs Lbs In-Sx In-Sx B LOCK 5.Ox 8.0 Ctr-0.1 0.86 A 1906 384 8- 0 2- 4 L LOCK 4.Ox 6.0-1.0 Ctr 1.00 Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:10:35 PM Page 1 F LOCK 6.Ox10.0 Ctr 1.2 0.98 G LOCK 3.Ox10.0 0.5 Ctr 1.00 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 4519 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: JLW Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 29- 0- 0 BC Cont. 0- 0- 0 29- 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' 29.0' BC V 0 10 0.0' 29.0' TC V 30 23 6.0' 12.0' BC V 0 8 6.0' 12.0' TC V 118 118 5.0' CL-LB BC V 124 124 5.0' CL-LB Robbins Engineering, Inc./Online Plus - Hz = -143 D 1353 283 4- 0 1-10 Hz = 219 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -B 0.36 3485 C 0.09 0.27 B -J 0.68 4519 C 0.20 0.48 J -M 0.42 3980 C 0.07 0.35 M -K 0.37 3980 C 0.12 0.25 K -L 0.62 3954 C 0.12 0.50 L -C 0.51 1271 C 0.01 0.50 --------Bottom Chords--------- A -I 0.76 3115 T 0.57 0.19 I -S1 0.89 3100 T 0.34 0.55 S1-H 0.64 3100 T 0.57 0.07 H -F 0.95 4519 T 0.50 0.45 E -G 0.51 34 T 0.00 0.51 G -D 0.50 137 T 0.00 0.50 ---------- Chord -Webs ---------- E -F 0.33 221 T 0.00 0.33 F -K 0.06 364 C 0.06 0.00 -------------Webs------------- I -B 0.11 395 T B -H 0.48 1526 T H -J 0.08 456 C J -F 0.37 583 C F -L 0.94 2945 T F -G 0.43 1367 T G -L 0.68 1674 C G -C 0.55 1720 T D -C 0.54 1328 C WindLd LL Defl -0.27" in H -F L/999 TL Defl -0.55" in H -F L/612 Shear // Grain in B -J 0.51 DL Defl -0.40" at S1 L/841 Plates for each ply each face. Plus 6 Wind Load Case(s) PLATING CONFORMS TO TPI. Plus 1 UBC LL Load Case(s) REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. Checked for NonConcurrent 200 BASED ON SP LUMBER Lbs Moving Point Load applied USING GROSS AREA TEST. at Panel Points and Mid -panel Plate - LOCK 20 Ga, Gross Area on BC Plate - RES 20 Ga, Gross Area Jt Type Plt Size X Y JSI Jt React Uplft Size Req'd A LOCK 4.Ox 8.0 0.8 0.3 0.96 Lbs Lbs In-Sx In-Sx B LOCK 5.Ox 8.0 Ctr-0.1 0.86 A 1906 384 8- 0 2- 4 L LOCK 4.Ox 6.0-1.0 Ctr 1.00 Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:10:35 PM Page 1 F LOCK 6.Ox10.0 Ctr 1.2 0.98 G LOCK 3.Ox10.0 0.5 Ctr 1.00 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 4519 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: JLW LL Defl -0.27" in H -F L/999 TL Defl -0.55" in H -F L/612 Shear // Grain in B -J 0.51 DL Defl -0.40" at S1 L/841 Plates for each ply each face. Plus 6 Wind Load Case(s) PLATING CONFORMS TO TPI. Plus 1 UBC LL Load Case(s) REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. Checked for NonConcurrent 200 BASED ON SP LUMBER Lbs Moving Point Load applied USING GROSS AREA TEST. at Panel Points and Mid -panel Plate - LOCK 20 Ga, Gross Area on BC Plate - RES 20 Ga, Gross Area Jt Type Plt Size X Y JSI Jt React Uplft Size Req'd A LOCK 4.Ox 8.0 0.8 0.3 0.96 Lbs Lbs In-Sx In-Sx B LOCK 5.Ox 8.0 Ctr-0.1 0.86 A 1906 384 8- 0 2- 4 L LOCK 4.Ox 6.0-1.0 Ctr 1.00 Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:10:35 PM Page 1 F LOCK 6.Ox10.0 Ctr 1.2 0.98 G LOCK 3.Ox10.0 0.5 Ctr 1.00 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 4519 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: JLW F LOCK 6.Ox10.0 Ctr 1.2 0.98 G LOCK 3.Ox10.0 0.5 Ctr 1.00 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 4519 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: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SPFI TY T33 1 TR 110400 6 0 0 ENGLE/SPFITY/M#3717 HO 4-3 HO 4-3 5-8-0 4x4 3-2-3 u 2x4 •✓ I I I i Cant:8- 0 W:800 W:800 R: 475 R: 430 U: 98 U: 88 HC• - --- 11-4-0 -- - - - --I _' ---- - 11-4-0 --..- - I ALL PLATES ARE LOCK20 Scale: 0.533" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.26 2x 4 SP-#2 BC 0.46 2x 4 SP-#2 WB 0.08 2x 4 SP-#3 WG --- 2x 6 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 4- 0 BC Cont. 0- 0- 0 11- 4- 0 Loading Live Dead (psf) TIC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TIC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus- C 431 89 8- 0 1- 0 Hz = 55 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.16 488 C 0.00 0.16 B -C 0.26 489 C 0.00 0.26 --------Bottom Chords --------- A -D 0.34 438 T 0.05 0.29 D -C 0.46 438 T 0.05 0.41 ------------- Webs ------------- D -B 0.08 253 T LL Defl 0.02" in D -C L/999 TL Defl -0.04" in D -C L/999 Shear // Grain in B -C 0.20 DL Defl -0.12" at D L/896 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: A 476 98 8- 0 1- 0 FBC2004 Hz = -54 Design checked for LL on BC Robbins Engineering. Inc./Online Plus"' 0 1996.2005 Version 18.0,014 Engineering • Portrait 1/162006 4:10:53 PM Page 1 per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TIC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 489 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: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPFI TY H32 1 HIPP 110400 6 0 0 ENGLE/SPFITY/M#3717 Ho 4-3 HO 4-3 TC: _ .. __. _ 5-0-0 _. 1 1-4-0 1 _. 5-0-0 I 4x6 4x4 B C 'E 6 NO 2-10-3 3x8 3x4 r 3x4 A S D is G F E 2x4 13X3 I W:800 Cant:8- 0 i W:800 R: 796 R: 721 U: 164 U: 149 BC _ .. .. --- -- 11-4-0 - - 11-4-0 ALL PLATES ARE LOCK20 Scale: 0.557" = 1' Robbins Engineering, Inc./Online Plus - on BC Online Plus -- Version 18.0.014 Jt RUN DATE: 16-JAN-06 A CSI -Size- ----Lumber---- TC 0.26 2x 4 SP-#2 BC 0.46 2x 4 SP42 WB 0.08 2x 4 SP-#3 WG --- 2x 6 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 4- 0 BC Cont. 0- 0- 0 11- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 11.3' BC V 0 10 0.0' 11.3' TC V 30 23 5.0' 6.3' BC V 0 8 5.1' 6.2' BC V 133 133 5.1' CL-LB BC V 133 133 6.2' CL-LB Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel r React Uplft Size Req'd Lbs Lbs In-Sx In-Sx 796 165 8- 0 1- 0 Hz = -48 721 149 8- 0 1- 0 Hz = 49 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.26 1089 C 0.01 0.25 B -C 0.05 1019 C 0.00 0.05 C -D 0.23 1143 C 0.01 0.22 --------Bottom Chords --------- A -F 0.35 964 T 0.17 0.18 F -E 0.35 956 T 0.10 0.25 E -D 0.46 1019 T 0.12 0.34 ------------- Webs ------------- F -B 0.08 275 T B -E 0.08 261 T E -C 0.07 235 T LL Defl 0.02" in E -D L/999 TL Defl -0.04" in F -E L/999 Shear // Grain in F -E 0.20 DL Defl -0.12" at F L/896 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 Step Down Hip Framing King Jacks Jack Open Faced Setback 5- 0- 0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 1143 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4_ DESIGNER: JLW Robbins Engineering, Inc./Online Plus" O 1996.2005 Version 18.0.014 Engineering -Portrait 1/162006 4:10:52 PM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPFI TY HV20 1 VLHP . SB 200000 6 0 0 ENGLE/SPFITY/M#3717 TC 5-8-0 4x4+2x4 4x4 B E G I c 6 1' 2-10-0 TJ 3x4 ARI 3x4 Y'o D F H S1 J 3x 4 ��•;-�^-� i�)�/r•%ii/.'. .:r; •.P:%-"/'..'>-a•�r pis .k .i�."�d' '.dY. :{' ',r• b BC' 20-0-0- I - 20-0-0 - - --- - -- -1 ALL PLATES ARE LOCK20 See Joint E For Typical Gable Plate Size and Placement Scale: 0.327" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.24 2x 4 SP-#2 BC 0.27 2x 4 SP-#2 GW 0.05 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 20- 0- BC Cont. 0- 0- 0 20- 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) Robbins Engineering, Inc./Online Plus- G -I 0.18 123 C 0.00 0.18 C -D 0.24 148 C 0.00 0.24 --------Bottom Chords --------- A -F 0.27 0 T 0.00 0.27 F -H 0.26 0 T 0.00 0.26 H -S1 0.16 0 T 0.00 0.16 S1-J 0.16 0 T 0.00 0.16 J -D 0.27 0 T 0.00 0.27 ----------Gable Webs ---------- F-E 0.04 237 C H -G 0.05 291 C J -I 0.04 237 C 0 0 LL Defl 0.04" in J -D L/999 TL Defl 0.03" in J -D L/999 Shear // Grain in A -B 0.21 DL Defl 0.00" at L/999 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 20- 0- 0 1501 309 Hz = 56 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.24 148 C 0.00 0.24 E -G 0.18 123 C 0.00 0.18 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI B LOCK 4.Ox 4.0 Ctr-1.0 0.68 C LOCK 4.Ox 4.0 Ctr-1.2 0.68 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: 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 291 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: JLW Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:10:55 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPFI TY 1ffV16 1 VLHP. SB 160000 6 0 0 ENGLE/SPFITY/M#3717 2-10-0 .TC: - - - - 5-B_0 4_g_0 4x4 4x4 B G C 0 F H Sl J 3x4 i.�i t I ac 16-0-0 I - - - 16-0-0 - - -. -- ----- -- - f= ALL PLATES ARE LOCK20 See Joint E For Typical Gable Plate Size and Placement Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.09 2x 4 SP-#2 BC 0.25 2x 4 SP-#2 GW 0.03 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 16- 0- 0 BC Cont. 0- 0- 0 16- 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 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 16- 0- 0 1181 243 Hz = 52 Robbins Engineering, Inc./Online Plus- E -B 0.08 224 C 0.00 0.08 B -G 0.09 188 C 0.00 0.09 G -C 0.09 188 C 0.00 0.09 C -i 0.08 224 C 0.00 0.08 I -D 0.08 209 C 0.00 0.08 --------Bottom Chords --------- * -F 0.15 0 T 0.00 0.15 F -H 0.25 0 T 0.00 0.25 H -S1 0.16 0 T 0.00 0.16 S1-J 0.06 0 T 0.00 0.06 J -D 0.13 0 T 0.00 0.13 ----------Gable Webs---------- - -E 0.03 191 C H -G 0.03 201 C J -I 0.03 191 C LL Defl 0.01" in J -D L/999 TL Defl 0.01" in J -D L/999 Shear // Grain in A -F 0.21 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type, Plt Size X Y JSI B LOCK 4.Ox 4.0 Ctr-1.0 0.63 C LOCK 4.Ox 4.0 Ctr-1.2 0.63 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Membr CSI P Lbs Axl-CSI-Bnd Trusses Manufactured by: ----------Top Chords---------- East Coast Lumber A -E 0.08 209 C 0.00 0.08 Analysis Conforms To: Robbins Engineering, Inc./Online Plus"' 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/1612006 4:10:55 PM Page 1 Scale: 0.404" = 1' FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 224 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: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering S'PFI TY HV12 1 VL. SB 120000 6 0 0 ENGLE/SPFITY/M#3717 2-10-0 T5 6-0-0 ETA 8- 0 3x4 B D •2x4 .BC,_ 12-0-0 ALL PLATES ARE LOCK20 See Joint D For Typical Gable Plate Size and Placement Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.24 2x 4 SP-#2 BC 0.27 2x 4 SP-#2 GW 0.04 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 12- 0- 0 BC Cont. 0- 0- 0 12- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Cases) Robbins Engineering, Inc./Online Plus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.24 112 C 0.00 0.24 B -C 0.24 112 C 0.00 0.24 --------Bottom Chords --------- * -D 0.27 0 T 0.00 0.27 D -C 0.27 0 T 0.00 0.27 ----------Gable Webs---------- D-B 0.04 233 C LL Defl 0.04" in D -C L/999 TL Defl 0.03" in D -C L/999 Shear // Grain in A -B 0.21 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 Lbs Moving Point Load applied NOTES: at Panel Points and Mid -panel Trusses Manufactured by: on BC East Coast Lumber Analysis Conforms To: Jt React Uplft Size Req'd FBC2004 Lbs Lbs In-Sx In-Sx Design checked for LL on BC Cont. Brg 0- 0- 0 to 12- 0- 0 per BOCA (section 1606.2.3), 861 177 Hz = 53 IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Robbins Engineering. Inc./Online Plus- O 1996-2005 Version 18.0.014 Engineering - Portrait 1/1&2006 4:10:56 PM Page 1 3 I Scale: 0.529" = 1' Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 233 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER b 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: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SPFI TY MV8 1 VLM. SB 80000 6 0 0 ENGLE/SPFITY/M#3717 HO 4-0-0 8-0-0 _f 2x4 B 4-0-0 E t,_ ' �a"- •. �-iy ��.r�i'�sw;rercxv�. ;:r�.�mrraimvr�vrv..arrcx�iscoms�us•.>,rs:_ . rrss:i I I BC - -- -----8-0-0 ---- - --- - --- - - I I ---- 8-0-0----- ALL PLATES ARE L0CK20 See Joint D For Typical Gable Plate Size and Placement Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.15 2x 4 SP-#2 BC 0.26 2x 4 SP-#2 WB 0.09 2x 4 SP-#3 GW 0.04 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 8- 0- 0 BC Cont. 0- 0- 0 8- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 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- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -D 0.15 130 C 0.00 0.15 D -B 0.15 79 C 0.00 0.15 --------Bottom Chords --------- * -E 0.17 0 T 0.00 0.17 E -C 0.26 0 T 0.00 0.26 ------------- Webs ------------- C -B 0.09 100 C WindLd ----------Gable Webs---------- E-D 0.04 273 C LL Defl 0.01" in A -E L/999 TL Defl 0.01" in A -E L/999 Shear // Grain in A -E 0.21 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Jt React Uplft Size Req'd Analysis Conforms To: Lbs Lbs In-Sx In-Sx FBC2004 Cont. Brg 0- 0- 0 to 8- 0- 0 Design checked for LL on BC 591 122 Hz = 199 per BOCA (section 1606.2.3), Robbins Engineering, Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering -Portrait 1/162006 4:10:56 PM Pagel Scale: 0.482" = 1' IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 273 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "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: JLW Job I Mark Quan Type Span P1-H1 Left OH Right OH I Engineering JPFl TY MV6 1 VLM. SB 60000 6 0 0 ENGLE/SPFITY/M#3717 HO 3-0-0 2x4 i 3-0-0 1111.µ1, .li WIN, +.Al:: BCi .. - - -- -------6_0_0' - - - - -- 6-0-0 ALL PLATES ARE LOCK20 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.29 2x 4 SP-#2 BC 0.32 2x 4 SP-#2 WB 0.05 2x 4 SP-#3 Brace truss as follows: O.C. From To TIC Cont. 0- 0- 0 6- 0- 0 BC Cont. 0- 0- 0 6- 0- 0 Loading Live Dead (psf) TIC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TIC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Robbins Engineering, Inc./Online Plus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.29 71 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 Gal, 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: Checked for NonConcurrent 200 Trusses Manufactured by: Lbs Moving Point Load applied East Coast Lumber at Panel Points and Mid -panel Analysis Conforms To: on BC FBC2004 Design checked for LL on BC Jt React Uplft Size Req'd per BOCA (section 1606.2.3), Lbs Lbs In-Sx In-Sx IBC/IRC-2003,and FBC 2004 Cont. Brg 0- 0- 0 to 6- 0- 0 (section 1607.1), 20.0 psf. 431 89 Hz = 143 Design checked for 10 psf non - concurrent LL on BC. Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:10:57 PM Page 1 Scale: 0.625" = 1' Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 "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: JLW Job SPFI TY Mark MV4 Quan 2 Type Span Pl-H1 VLM. SB 40000 6 Left OH Right OH 0 0 Engineering ENGLE/SPFITY/M#3717 HO 2-0-0 2x4 6, I i 2-0-0 i kC 4 %'.�ti =ti i i I gci -- - -- -q-0-o - ------, - - - 4-0-0 - -E ALL PLATES ARE LOCK20 Scale: 0.757" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.08 2x 4 SP42 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) Robbins Engineering, Inc./Online Plus"' Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.08 42 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 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. NOTES: Checked for NonConcurrent 200 Trusses Manufactured by: Lbs Moving Point Load applied East Coast Lumber at Panel Points and Mid -panel Analysis Conforms To: on BC FBC2004 Design checked for LL on BC Jt React Uplft Size Req'd per BOCA (section 1606.2.3), Lbs Lbs In-Sx In-Sx IBC/IRC-2003,and FBC 2004 Cont. Brg 0- 0- 0 to 4- 0- 0 (section 1607.1), 20.0 psf. 335 56 Hz = 87 Design checked for 10 psf non - concurrent LL on BC. Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16r2006 4:10:57 PM Page 1 Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: 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 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: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SPFI TY MV2 2 VLMA. SB 20000 6 0 0 ENGLE/SPFITY/M#3717 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.00 2x 4 SP-#2 BC 0.00 2x 4 SP42 WB 0.00 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 2- 0- 0 BC Cont. 0- 0- 0 2- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Cases) Plus 1 UBC LL Load Cases) 1-0-0 Ho 1-0-0 TC' 2-0-0 I 6 2x4 41 f/ r onx1�r�l.Lii::1 r r ALL PLATES ARE LOCK20 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: Checked for NonConcurrent 200 Trusses Manufactured by: Lbs Moving Point Load applied East Coast Lumber at Panel Points and Mid -panel Analysis Conforms To: on BC FBC2004 Design checked for LL on BC Jt React Uplft Size Req'd per BOCA (section 1606.2.3), Lbs Lbs In-Sx In-Sx IBC/IRC-2003,and FBC 2004 Cont. Brg 0- 0- 0 to 2- 0- 0 (section 1607.1), 20.0 psf. 254 24 Hz = 31 Design checked for 10 psf non - concurrent LL on BC. Robbins Engineering. Inc./Online Plus"' O 1996-2005 Version 18.0.014 Engineering • Portrait 1/16/2006 4:10:58 PM Page 1 Scale: 0.859" = 1 Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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: JLW Job Mark Quan Type Span P1-Hl Left OH Right OH I Engineering SPFITY I V8 1 VL.SB 80000 6 0 0 ENGLE/SPFITY/M#3717 2-0-0 4x4 Y7:1��:.''�1a +.,... �..7�.14 ._ / �.... :w t.r. J.. � T�..��.ua.•>� . :Jr.�.7 r t�}k�.:S r r ALL PLATES ARE r See Joint D For Typical Gable Plate Size and Placement Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.07 2x 4 SP-#2 BC 0.13 2x 4 SP-#2 GW 0.02 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 8- 0- 0 BC Cont. 0- 0- 0 8- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Robbins Engineering, Inc./Online Plus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.07 62 C 0.00 0.07 B -C 0.07 62 C 0.00 0.07 --------Bottom Chords --------- * -D 0.13 0 T 0.00 0.13 D -C 0.13 0 T 0.00 0.13 ----------Gable Webs---------- D-B 0.02 145 C LL Defl 0.01" in D -C L/999 TL Defl 0.01" in D -C L/999 Shear // Grain in A -D 0.21 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gat 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. Checked for NonConcurrent 200 Lbs Moving Point Load applied NOTES: at Panel Points and Mid -panel Trusses Manufactured by: on BC East Coast Lumber Analysis Conforms To: Jt React Uplft Size Req'd FBC2004 Lbs Lbs In-Sx In-Sx Design checked for LL on BC Cont. Brg 0- 0- 0 to 8- 0- 0 per BOCA (section 1606.2.3), 541 112 Hz = 33 IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:10:56 PM Pagel Scale: 0.719" = 1' Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 "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: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SPFI TY I V4 2 VL . SB 40000 6 0 0 ENGLE/SPFITY/M#3717 1-0-0 2x4 6: 2-0-0 - 2-0-0 4x4 2x4 Y£ 1 , It v, JI10 11 r, ,r ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus- LL Defl 0.00" in A -C L/999 TL Defl 0.00" in A -C L/999 Online Plus -- Version 18.0.014 Shear // Grain in A -B 0.03 RUN DATE: 16-JAN-06 DL Defl 0.00" at L/999 CSI -Size- ----Lumber---- TC 0.00 2x 4 SP-#2 BC 0.01 2x 4 SP-#2 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 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI B LOCK 4.Ox 4.0 Ctr-1.0 0.33 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: Plus 6 Wind Load Case(s) FBC2004 Plus 1 UBC LL Load-Case(s) Design checked for LL on BC per BOCA (section 1606.2.3), Jt React Uplft Size Req'd IBC/IRC-2003,and FBC 2004 Lbs Lbs In-Sx In-Sx (section 1607.1), 20.0 psf. Cont. Brg 0- 0- 0 to 4- 0- 0 Design checked for 10 psf non- 221 46 Hz = 13 concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Membr CSI P Lbs Axl-CSI-Bnd Truss is designed as a Main ----------Top Chords---------- Wind -Force Resistance System. A -B 0.00 74 C Wind Speed: 120 mph B -C 0.00 74 C Mean Roof Height: 15-0 --------Bottom Chords--------- Exposure Category: B A -C 0.01 0 T 0.00 0.01 Occupancy Factor : 1.00 Robbins Engineering. Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 4:10:59 PM Page 1 Scale: 0.888" = 1' Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 74 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 & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering SPFI TY HJ7 4 ENDJV 91013 4.243 1-10-10 0 ENGLE/SPFITY/M#3717 HO 3-14 HO 3-9-14 TC I 1-10-10 9-10-13 2x4 B R 4.243, 2x4 D W 108 3-9-14 : 288 106 3x3 i A rim C 3x3 � II W:800 W:108 R: 519 R: 397 U: 64 U: 37 BC: -- � - - .. - -- --------- 9-10-13 -- -- - -- - - - - - -- -- - - -- 9-10-13 - - - -- - ALL PLATES ARE I.00K20 Scale: 0.468" = 1' Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.54 •2x 4 SP-#2 BC 0.92 2x 4 SP-#2 WB 0.29 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9-10-13 BC Cont. 0- 0- 0 9-10-13 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 9.9' BC V 0 10 0.0' 9.9' TC V -40 -30 0.0' 45 34 9.9' BC V 0 -10 0.0' 0 it 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 Plus- Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 520 65 8- 0 1- 0 Hz = -94 B 288 107 1- 8 1- 0 C 398 37 1- 8 1- 0 Hz = 193 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -D 0.54 714 C 0.00 0.54 D -B 0.54 91 C 0.00 0.54 --------Bottom Chords --------- A -C 0.92 721 T 0.13 0.79 ------------- Webs ------------- D -C 0.29 770 C C -B 0.07 0 T WindLd LL Defl -0.24" in A -C L/456 TL Defl -0.36" in A -C L/301 Shear // Grain in D -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 Gat, 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 Robbins Engineering. Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/16/2006 4:10:59 PM Page 1 Loading TC and BC Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 770 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: JLW Job .VPFI TY Mark HJS Quart 3 Type Span ENDJV 70014 P1-H1 Left OH 4.243 1-10-10 Right OH 0 I Engineering ENGLE/SPFITY/M#3717 HO 3-14 HO 2-9-14 TC, 1-10-10 7-0-14 2x4 B I 4.243 F - d i 2-9-14 W 108 R: 235 U: 77 2x4 A C 2x4 I W:308 W:1�I 08 R: 374 R: 24B U: 61 BCi - ._----------7-0-14 ----- -- ---------� - _ .. --- - -- - 7-0-14 - -------------- - -r-, ALL PLATES ARE LOCK20 Scale: 0.577" = 1' Online Plus.-- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.57 2x 4 SP-#2 BC 0.73 2x 4 SP-#2 WB 0.03 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0-14 BC Cont. 0- 0- 0 7- 0-14 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' 7.1' BC V 0 10 0.0' 7.1' TC V -40 -30 0.0' 17 12 7.1' BC V 0 -10 0.0' 0 4 7.1' 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 374 61 3- 8 1- 0 Hz = -64 B 235 78 1- 8 1- 0 C 249 0 1- 8 1- 0 Hz = 114 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.57 61 C 0.00 0.57 --------Bottom Chords --------- A -C 0.73 76 T 0.00 0.73 ------------- Webs ------------- C -B 0.03 0 T WindLd LL Defl -0.05" in A -C L/999 TL Defl -0.13" in A -C L/613 Shear // Grain in A -C 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 East Coast Lumber Analysis Conforms To: FBC2004 Girder King Jack Loading TC and BC Setback 5- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 61 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: JLW Robbins Engineering. Inc./Online Plus" 0 19%-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:11:00 PM Page 1 _]__ Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPFI TY EJ7 18 ENDJO 70000 6 1- 4- 0 0 ENGLE/SPFITY/M#3717 HO 4-3 HO 3-10-3 7-0-0 - j B 3-10-3 8 15 03 I I! w:800 w:108 R: 389 R: 243 U: 41 BC- j--- -- --------- -7-b-0 - - - ---- --- - - 7-0-0 -- ------ ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus'" Hz = 86 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 16-JAN-06----------Top Chords ---------- A -B 0.55 62 C 0.00 0.55 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.55 2x 4 SP-#2 A -C 0.67 85 T 0.00 0.67 BC 0.67 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) LL Defl -0.08" in A -C L/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 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 390 41 8- 0 1- 0 Design checked for LL on BC Hz = 126 per BOCA (section 1606.2.3), B 215 94 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 244 0 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering. Inc./Online PIUST 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/162006 4:11:00 PM Page 1 Scale: 0.481" = 1 Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 62 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: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPFI TY EJS 6 ENDJO 50000 6 1- 4- 0 0 ENGLE/SPFITY/M#3717 HO 4-3 HO 2-10-3 5-0-0- -J 6j t II 2-10-3 W:109 R: 153 U: 66 2x4 A i i i W:800 W:108 R: 312 R: 230 U: 33 BC i----- -.... 5-b-0 '--- I -"---- 5-0-0 ; ALL PLATES ARE LOCK20 Scale: 0.603" = 1' Robbins Engineering, Inc./Online Plus'" Hz = 61 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 16-JAN-06----------Top Chords ---------- A -B 0.27 44 C 0.00 0.27 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.27 2x 4 SP42 A -C 0.43 61 T 0.00 0.43 BC 0.43 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 0- 0 BC Cont. 0- 0- 0 5- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) LL Defl -0.02" in A -C L/999 TL Defl -0.04" in A -C L/999 Shear // Grain in A -B 0.19 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 312 34 8- 0 1- 0 Design checked for LL on BC Hz = 90 per BOCA (section 1606.2.3), B 153 67 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 231 0 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus"' O 1996-2005 Version 18.0.014 Engineering . Portrait 1/162006 4:11:01 PM Page 1 Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 44 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER b SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPFI TY CJS 8 ENDJO 50000 6 1- 4- 0 0 ENGLE/SPFITY/M#3717 HO 4-3 HO 2-10-3 -TC I __1-4-0 _ _ L _ 5-0-0 2-10-3 3 3 6 w:800 w:108 R: 312 R: 230 U: 33 -- - - -- - BC� 5-0-0 ' i------- - 5-0-0 - - --- ---- - -1 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus"' Hz = 61 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 16-JAN-06----------Top Chords ---------- A -B 0.27 44 C 0.00 0.27 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.27 2x 4 SP-#2 A -C 0.43 61 T 0.00 0.43 BC 0.43 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 0- 0 BC Cont. 0- 0- 0 5- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) LL Defl -0.02" in A -C L/999 TL Defl -0.04" in A -C L/999 Shear // Grain in A -B 0.19 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 312 34 8- 0 1- 0 Design checked for LL on BC Hz = 90 per BOCA (section 1606.2.3), B 153 67 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 231 0 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 4:11:01 PM Page 1 Scale: 0.603" = 1' Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 44 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: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPFI TY CJ3 13 ENDJO 30000 6 1- a- o 0 ENGLE/SPFITY/M#3717 HO 4-3 HO 1-10-3 1-4-0 1 3-0-0 61 I i 1-10-3 2A A IC W:108 R: 91 U: 40 I I � W:800 W:108 R: 274 R: 218 U: 26 BC - - - - -- 3-0-0 ALL PLATES ARE LOCK20 Scale: 0.648" = 1' Robbins Engineering, Inc./Online Plus - Hz = 36 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 16-JAN-06----------Top Chords ---------- A -B 0.10 26 C 0.00 0.10 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.10 2x 4 SP-#2 A -C 0.22 36 T 0.00 0.22 BC 0.22 2x 4 SP-#2 LL Defl 0.00" in A -C L/999 Brace truss as follows: TL Defl -0.01" in A -C L/999 O.C. From To Shear // Grain in A -C 0.17 TC Cont. 0- 0- 0 3- 0- 0 DL Defl 0.00" at L/999 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) Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 275 27 8- 0 1- 0 Design checked for LL on BC Hz = 53 per BOCA (section 1606.2.3), B 92 40 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 218 0 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/16/2006 4:11:02 PM Page 1 Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 26 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: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPFI TY CJ3A 1 ENDJO 30000 6 1- 4- 0 0 ENGLE/SPFITY/M#3717 1-10-3 HO 4-3 HO 1-10-3 TCi 1-4-0 3-0-0 U: 32 Cant:1- 0- 01 1 W:400 W:108 R: 296 R: 207 U: 30 U: 4 BC 3-0-0- ALL PLATES ARE LOCK20 Online Plus -- Version 18.0.014 RUN DATE: 16-JAN-06 CSI -Size- ----Lumber---- TC 0.06 2x 4 SP-#2 BC 0.13 2x 4 SP-#2 WG --- 2x 6 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) Robbins Engineering, Inc./Online P1us- C 208 4 1- 8 1- 0 Hz = 36 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.06 19 C 0.00 0.06 --------Bottom Chords --------- A -C 0.13 36 T 0.00 0.13 LL Defl 0.00" in A -C L/999 TL Defl 0.00" 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 it Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 it React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 297 31 4- 0 1- 0 Design checked for LL on BC Hz = 53 per BOCA (section 1606.2.3), B 54 32 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 Robbins Engineering, Inc./Online Plus"' 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/16/2006 4:11:02 PM Page 1 Scale: 0.648" = 1 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 19 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: JLW 5. Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPFI TY CJl 14 ENDJO 10000 6 1- 4- 0 0 ENGLE/SPFITY/M#3717 10-3 HO 4-3 SO 10-3 TC j 1-4-0 L 1-0 10 6 C r I I � I i w;10e 148 �U: 110 W:800 W:108 R: 247 R: 205 U: 20 U: 1 BCI -1-0-0 -i 1-0-0 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: 16=JAN-06----------Top Chords ---------- A -B 0.03 18 T 0.00 0.03 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.03 2x 4 SP-#2 A -C 0.04 10 T 0.00 0.04 BC 0.04 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 0- 0 BC Cont. 0- 0- 0 1- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC- LL Load Case (s) LL Defl 0.00" in A -C L/999 TL Defl 0.00" in A -C L/999 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 Gar 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. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 it React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 247 21 3- 8 1- 0 Design checked for LL on BC Hz = 16 per BOCA (section 1606.2.3), B 48 10 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 205 2 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/16/2006 4:11:03 PM Page 1 Scale: 0.722" = 1' Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 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 "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: JLW 0 1 VI 0 v 1 N 50-0-0 20-4-0+■ 19-8-0 — 10-0-0 n U'Y cl) W U U U 50-0-0 aD 1 m 0 0 In ID SPRINGFIELD ELEVATION #1 TRAY 12-0-0 PLATE HT. 4:...13-0-0 .4:.............4:... PLATE HT. 0-4-3 F- IN ACCORDANCE MATH THE FLORIDA ADMINISTRATIVE CODE 61G15S-31.003 (3) (c), EAST COAST LUMBER IS THE 'TRUSS DESIGN ENGINEER'. TRUSSES ARE DESIGNED IN ACCORDANCE MATH THE FLORIDA BUILDING CODE 2004. ALL OTHER BUILDING CODE DESIGN REOUIREMENTS ARE BY OTHERS. 2255 AVOCADO AVE. MELB., FL. 32935 ®OFFICE: (321)254-1581 FAX: (321)254-1582 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (772)466-2480 FAX: (772)466-5336 *BUILDER'S WARNING* * THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. * FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI-B1 SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH TRUSS. * SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES AND CONNECTION. * ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. * BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. 14 8"1 DRAWN BY: ACJ nfnn oV. L/CkA DESIGN CRITERIA COUNTY: - CODE: FBC-ASCE 7 LOADING: TILE MWF SPEED: 120 Y.P.H. SCALE: 1/8' = 1'-0' EXPOSURE CATEGORY = B MEAN HEIGHT: 15'-0' IMPORTANCE FACTOR = I BUILDING TYPE: = ENCLOSED TRUSS SPACING 24' O.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF TC UVE: 40psf TC UVE: 20psf TC DEAD: 10psf TC DEAD: 15psf BC LIVE: OOpsf BC WE: OOpsf BC DEAD: 05psf BC DEAD: 05psf OUR FACTOR: 1.00 OUR FACTOR: 1.25 ADDITIONAL LOADS PER FBC & FRC NUN -CONCURRENT BC LL lOpsf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B) CONCURRENT BC STORAGE LL 20psf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE 8,G.H) NON -CONCURRENT BC MOVING LL 2001 FBC TABLE 1607.1.31 DEFINITIONS MWF = MAW WIND FORCE TC = TOP CHORD BC = BOTTOM CHORD LL = UVE LOAD OL = DEAD LOAD psi = POUNDS PER SOUARE FOOT y = POUNDS I