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318 Kays Landing Dr 07-2020 SFRPERMIT ADDRESS 31 CONTRAC' ADDRESS PHONE NUMBER 0124g Ift.3500 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # 0.7� d202-0 DATE PERMIT DESCRIPTION ereCpc S F R PERMIT VALUATION SI, �D'Llo SQUARE FOOTAGE 42 im 71 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 . . . . . . 11/07/07 34.19.30.520-0000-0880 318 KAYS LANDING DR SANFORD FL 32771 . 91 ENGLE HOME Contractor . . . . . . ENGLE HOMES ORLANDO 407 249-3500 Application number 07-00002020 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . . . TYPE VB Occupancy type . . . . SINGLE FAMILY Flood Zone . . . . . . NONE Approved . . . . . . . ..k' Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2004 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. ,-1e, SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Tousa Homes, Inc. Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 318 Kays Landing Drive City Sanford State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 88, 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. 28d47'43.90" N Long. 81d18'27.00" 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 413 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 0070 F 09-28-2007 09-28-2007 X & A 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) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 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)_ 37.29 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 48.29 ® 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) 36.49 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 36.62 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 36.1 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 36.7 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevatior, information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifie s Name W on E. Way, P.L.S. License Number LS2885 Title Manager of Survey - Florida Region Company Name IBI Group, Inc. Address 2603 Maitland Center Parkway, Suite C City Maitland State FL ZIP Code 32751 Signature Date 10-24-07 Telephone (407) 660-2120 FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 318 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. signature — / Date W-24-U/ ® Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is 0.59 ® feet ❑ meters ® above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is 1.19 ® 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 N/A. ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is 0.21 ® feet ❑ meters ❑ above or ® below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 0.08 ® feet ❑ meters ❑ above or ® below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address Signature Comments City State ZIP Code Date Telephone ❑ 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 318 Kays Landing Drive City Sanford State FL ZIP Code 32771 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW (Date of photograph: 10-15-07) p1�G 0 :77— 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 318 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: 10/15/07) %a to o, Yj 1 d 11-- 9090 November 7, 2005 City of Sanford Building Division PO Box 1788 Sanford, FL 32772-1788 To Whom It May Concern: Re: Lot 88 — 318 Kays Landing, Sanford, FL 32771 The finished floor elevation of the structure located at 318 Kays Landing, Sanford, FL 32771, Lot 88, 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 Consultan a division o lBiGro 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 CCL/1131 Consultants. Inc. is a Division of 1131 Group d 7 - a-oa v IBI GR 0 UP, Inc. IBI AUTHORIZATION #LB5610 ENGINEERS SURVEYORS PLANNERS IBI LANDSCAPE ARCHITECTS ENVIRONMENTAL CONSULTANTS GROUP 2200 PARK POMPANO CENTRAL BEACH, BFLORIDA, 33064 100 2603 MAITLANDMAITLA DENTER PARKWAY, FLORIDA. 2751 SUITE C GROUP (954) 974-2200 (407) 660-2120 ENGLEKAY'S LANDING PHASE 2 NATIONAL FLOOD INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE COMMUNITY NUMBER PANEL NUMBER 120294 12117CO07OF NORTHEAST 114 OF SECTION J4, TOWNSHIP 19 MAP RENS/ON 912812007 SOUTH, RANGE JO EAST, SEMINOLE COUNTY, FLORID FLOOD ZONE X do A BEING S 00'14'40" £, AN ASSUMED MERIDIAN. ELEVATIONS DERIVED BY SITE BENCH MARKS SUPPLIED BY THE PLATTING SURVEYOR. L E G E N D: RAD L= ARCUS DISTANCE e= CENTRAL ANGLE / ROD SET WITH NUMBER O L.B.CATES5610 CAP (IRC)N UNLESS OTHERWISE NOTED A/C = AIR CONDITIONER SLAB L.B. LICENSED BUSINESS N&D = SET NAIL AND DISC L.B. 5610 SCENTERLINE PC = POINT OF CURVATURE .E7 DRAINAGE EASEMENT PCC = POINT OF COMPOUND CURVATURE L.M.E. = LAKE MAINTENANCE EASEMENT PI = POINT OF INTERSECTION U.E. = UTILITY EASEMENT PRC = POINT OF REVERSE CURVATURE F.F. FINISH FLOOR CATV. = CABLE TV FHYD. = FIRE HYDRANT L.P. = LIGHT POLE W.M. WATER W.V. = WATER VALVEE ELEC. = POINT TANGENCY ® = EXISTING ELEVATION SCALE: l" - 30' 32.2 N TL) A I- 89'51'25" E 60.00' 35.6 Z I W 36 1 by Gj' I 20' SETBACK - CO �� JJ � i c COk£N0 CQVfREIE n I aZ4' to .0 � p o � TWO STORY RESIDENCE ,:� � S `+ J18 F.F. EL. J7.29' GAR. EL. 36.49' 0 6.0, N 2. 7' .0 1J.4' N //.J' In L\01f wv ENMY 36.1 v I� 0 \c N Ix 25' SE BACK 0 II3-6 1 II II�f"= Q 35.39 -----jD P.C. P.C. 10' U.E. S895W1535.3 — — 80.52' Nan 5 89*5125 W5' vDcwmx60.0 'Nan N h ASPMALl PA wwwr N KAYS LANDING DRIVE B 5610�(50' RIGHT —OF —WA 561 fL. J5.07' £L. J4. 46' LOCATION SKETCH (NOT TO SCALE) LEGAL DESCRIP7/0N.' Lot 88, Kays 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. Q0 NOTES: I. UNLESS I 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 INFORMA7/01VAL LANDS SHOWN HEREON WERE NOT ABSTRACTED �— PURPOSES ONLY AND /S NOT VALID. ADDITIONS OR DELETIONS IBI l8/ CROUP, INC. FOR E.75'ti1(EN7S AND OR RIGHTS - TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING OF -WAY OF RF.:::.RD. PARTY OR PARTIES /S PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 5. LOCATIONS ARE LIMITED TO WS12LE /MPP.OVEMENTS ONLY. U ABOVE 2. TIES ARE TO 1H£ ABOVE GROUND FOUNDATION OF BUILDING. 6. THIS SURVEY r-'E'.S NOT REFLECT OR DE)rERM/NE OWNERSHIP. O 7THIS SURVEY EXCEEDS THE M/N:MUM CLOSURE ACCURACY a O REVISIONS: DATE: BY: FOR A SUBURBAN SURVEY AS REJUIRED /N 61G17-6.00J OF FLOROA M11:IMUM XCHNI('AL STANDARDa a_ Z PLOT PLAN 3/21/07 JAM FOUNDATION 7/6/07 JAM FINAL 10/16/07 JAM r .IL ` E. WAY P.J'.`M. PROFESSIONAL SURVEYOR 'cnd MAPP=R ,,#2805 STATE OF FLORIDA DATE OF SURVEY.' DRAWN FIELD 10/15/07 ]CHECKED BY JAIL IBY WEW BOOK 721/J8 CITY OF SANFORD PERMIT APPLICATION Permit H : v'� _W act Date: Y'f'yl prl C lob Address: , r D Kggs 1'�I ant". �C � e, 1 6� fV � Description of Work: i�y4 c�\� e,,-� t-WAQ `6 fe=n� �y/i�t.ec� Total Square Footage ��•✓✓✓✓ Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical t✓ Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - N of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical. Residential ✓ Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: N of Fixtures N of Water & Sewer Lines N of Gas Lines Plumbing/New Residential: N of Water Closets Plumbing Repair - Residential or Commercial Dccupancy Type: Residential --3,-/— Commercial Industrial Construction Type: Hof Stories: N of Dwelling Units: Flood Zone: (FENIA form required ) Jwucrs Name & Address: 1 cir� Phone: ' t � �t il. i•: 1.:.t Lv. contractor Name & Address: s4, t t—k.: toae w State icense Number: r 'hone & Fax: Contact Person: Phone: qr'l 3onding Company: kddress: 1,iortgagc Lcndcr: \ddress: krchilect/Engineer: \ddress: Phone: Fax: \pplication 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 ssuance 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 termit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and VIR 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 onstruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEM�NT MAY RESULT IN YOUR PAYING .-WICE FOR IMPROVEMENT'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULiJ WITH ?UR 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 this prop&y Utal 4ry be found in d c pubjic records of his county, and there may be additional permits required from other governmental entities such as water mana ent dis cts, state agenccs, or feAcral agencies. ,eceptance of permit is verification that I will notify die owner of the property of the requirca"ts of Floyitfa Vn _Ldw, Signature of Owner/Agent Date Si no Kontiactor/Agent Date BERT G. DELLO Print Owner/Agent's Name Pri Contractor/ gent' N7 I ) Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID .PPROVALS: ZONING: pecial Conditions: .cv 03/2006 U'fIL: Contractor/Agent i1N_ P-rsonally Known to Me or Produced ID FD: ENG: BLDG: MIRINDA C. TURNER ?k1Y COMMISSION N Do 667937 EXPIRES: June 14, 2011 Bonded Thru Notary Fuollc dorwrlbrt J A 3IS �: 6?-a0a-o IBI G P 0 UP, Inc. IBI AUTHORIZATION LB5610 IBI ENGINEERS SURVEYORS PLANNERS � LANDSCAPE ARCHITECTS ENVIRONMENTAL CONSULTANTS GROUP 2200 PARK POMPANO EBEACH. FLORIDA, NTRAL BLVD. N.33064 SUITE 100 2603, �T��D CENTER FLOR OA PARKWAY32751 SUITE C GROUP (954) 974-2200 (407) 660-2120 ENGLEKAY' S LANDING PHASE 2 N e.e1 T NATIONAL FLOOD INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE COMMUNITY NUMBER 120294 NORTHEAST 114 OF SLCC770N J4, TOWNSHIP 19 PANEL NUMBER 12117CO040E SOUTH, RANGE JO EAST, SEMINOLE COUNTY, FLOR/DA, �s MAP REVISION 0511711995 BEING S 0074'40- E, AN ASSUMED MERIDIAN. FLOOD ZONE X ELEVA77ONS DERIVED BY SITE BENCH MARKS SUPPLIED BY THE PLA rnNG SURVEYOR. L B G 8 N D: L- ARCIDISTANCE / SET WITH NL RIP a- CENTRAL ANGLE L.B. ESS OTHERWIS gR% UNLD L.B. - LICENSE, BUSINESS A/C a AIR CONDITIONER SLAB N&D SET NAIL AND DISC L.B. 5610 C.E. FONMAGE PCC�=PPOINTOOFCCOMPOUND EASEMENT CURVATURE L.M.E. LAKE MAINTENANCE EASEMENT PI POINT OF INTERSECTION U.E. UTILITY EASEMENT PRC POINT F.F. FINISH FLOOR - OF REVERSE CURVATURE CAN. CABLE TV FHYD - FIRE HYDRANT L.P. m LIGHT POLE W.M. a WATER METER ELEC. ELECTRIC SERVICE W.V. o WATER VALVE PT POINT OF TANGENCY ® - EXISTING ELEVATION SCALE: 1' - 30' TRACT "C" N 89'51'25It E 60.00' z cn I o + o zo • e. SS. 6 0 I 90 I OD i C11 1.6. (A 5.0 7.2E 47.4 7.2E I u, M Q LOT 88 v FOUNDATON LOT 87 h LOCATION SKETCH (NOT TO SCALE) LOT 89 7.25 0 6 0. o 5.0 /J.4' ti 11.J' 2.7' �'• `t C11 0 7.2J ' I' 25' B.S. 5.0 Ct C11 I O I iN I1 O I P.C. P.C. I — —10' U.E. I - - I � 5880.52's•W - - 60.00 N � N s61o, KAYS LANDING DRIVE L.B. 4.10 — — LtJx°2— (50 ' RIGHT-OF-WAY) LEGAL DESCRIPTION, - Lot 88, Kays 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. N-) I.1. UNLESS IT BEARS THE S/GNA7URE AND THE ORIGINAL RAISED J. PLAT AND RECORDED DIMENSIONS ARE THE SAME Q0 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS AS MEASURED UNLESS OTNERWISf NOTED. DRAWING. SKETCH, PLAT OR MAP IS FOR INFORMATIONAL 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY PURP0SE5 ONLY AND IS NOT VAUD. ADD177ONS OR DELE77ONS IBI GROUP, INC. FOR EASEMENTS AND OR RIGHTS - TO SURVFY MAPS OR REPORTS BY 07HER THAN THE SIGNING OF -WAY OF RECORD. PARTY OR PAR77ES IS PROHIS17ED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR 5. LOCATIONS ARE LlMl1F0 TO '�1;;BLG tllIPROVEMEN75 ONLY. U ABOVE 2. IIES ARE TO'7HE ABOVE GROUND FOUNOAI)ON OF BUILDING. FOUNDATION 6. THIS SURVEY DOES NOY REFLi;C,r 017.DE7L; V/NE OWNERSHIP. 6j 7. THIS SURVEY EXCEV)S THE MINIMUM CLOSURE ACCURACY D: C REVISIONS: DATE: BY: FOR A SUBURBAN SURVEY AS. Rr-oUIRED' !k,51G17-6.00J OF ORIDA M/N1,4UMz.7ECH.y0AL 5MNDAR05, a Z PLOT PLAN 3/21/07 JAM FOUNDATION 7/6/07 JAM RO :, D W.`HERR P.L.S.:' ' PROFESSIONAL SURVEYOR. -and IAAPPER, #4907 STATE OF FLORIDA DATE OF SURVEY.• DRAWN • CHECKED ,. ' -- FIELD 721 7/3/07 1 07 BY JAM. BY R•WH BOOK Application # : 01-1 - acDao Job Address: k:)CS.t Parcel ID' Zoning: /4z- CITY OF SANFORD PERMIT APPLICATION Submittal Date: u 00 Value of Work: $ (o 1-1 Historic District: Description of Work: l >t YY1 b I r--% Square Footage: ........................................................................................................................ Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing 1YS 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 Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines _ • _ Plumbing/New Residential: # of Water Closets a Occupancy Type: Residential 9 Commercial ❑ Industrial ❑ Plumbing Repair — Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) .................................................................................................................... Property Owner: T=' 1T1 C"1� '� �1C 'Ylt°a� Contractor: ADVANTAGE PLUMBINr. ING P 0 BOX 1117 Address: Address: SANFOR , FLORIDA (407) 323-7515 Phone: E-mail: Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Phone: State License Number: Mortgage Lender: Address: Phone: Fax: 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. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR DAPROVEMENTS 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 goverrunental 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 requirom da Lien Law, FS 713. Signature of Owner/Agent Date Sign o-FContractor/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced 1D APPROVALS: ZONING: Special Conditions: Rev 02/2007 UTIL: FD: Print Contractor/Agent's Name 7� re of Notary -State of Florida Date LORI WARNICKE Notary Public, State of Florida My comm. exp. June 19, 2007 Contractor/Agent RommPY6PR aum. Me or Produced ID ENG: BLDG: Permit # :y l — Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date:61a [r7 1n7 Zoning: Value of Work: 21706045 28488 ENGLE HOMES 88 KAYS LANDING 318 KAYS LANDING DR SANTA BARB 1I 07-2020 Q' Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS 3M 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 Plumbing Repair —Residential or Commercial Occupancy Type: Residential X Commercial Industrial Total Square Footage: �u Construction Type: # of Stories: oC # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel M (Attach Proof of Ownership & Legal Description) Owners Name & Address: F u —c L.._ E H l._•I t ]C- Phone: Name & Address: all R LM Phone & Fax:` / ` Bonding Company: _ Address: Mortgage Lender: _ Address: Architect/Engineer: . Address: NO Contact Person: State License Number: 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. OWNER'S AFFIDAVIT: I certify that all ofthe 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 ofthis 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 ofFlorid_j Lienkaw, FS 713. Signature of Owner/Agent Date f6spmture of onVactor/AgN Date O� Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Date. Zoning: Prin Contractor/Agent's Nay e Signature of Notary -State of i'da oc n�' Contractor/Agent is ,�.Personally,] Produced ID Utilities: (Initial & Date) bla7lo Notary PuRttState of Florida Pamola S Temus My Commission DD437439 Ex�pir -Me _.7/�009 . 103 (Initial & Date) (Initial & Date) 3,)V COUNTY OF S'EMINOLE IMPACT FEE STATEMENT SSULD BY CITY OF SANFORD STATEMENT NUMBER 1U-1-75052' GATE: BUILDING PERMIT NUMBER: (CITY) COUNTY NUMBER: _ UNIT ADSRES �► ��_�_ _ �� C �(�.id�- `�- TRAFFIC ZONE: _ JURY SDI('TION: 06 C_iTY Or' SANFOR_D� _ SEC : ��-}- TWP__J g RNG : , 3o PARt'EL : SUBDIVISION: :ere--. TRACT: FLAT BOOK: _(y9_ PLAT BOOT; AGE: �3-/ BLOCK: LOT: 0 0 OWNER NAME: L� ADDRESS: / / 3 15 _ .�� 8=) � C� ��Y� _ APPLICANT NAME: — LAND U"IE CATEGORY: Q01 - Single Family Detachpd Hous:� TYPE USE: Residential WORK DE:�CRIPTION: "Ingle Famzly House: Det whe,d - Construction FEE -- BENEFIT- RATE FEE UNIT KATE PER #�_� TYPE TOTAL DUE TYPE DI:T SCHEDULE DESC. UNIT OF UNITS ROADS -ARTERIALS CC, WIDE 0 dwl unit S 705.00 1 S 705.00 ROADS -COLLECTORS NORTH 0 dwl unit S 000.00 l s 000.00 LIBRARY coWIDE 0 dwl unit $ 54..00 .1 S 54.U0 SCHOOLS C0 WIDE 0 clwl unit Sl,31ta4.00 1 $ 1,384.00 AMOUNT DUE S 2,143.00 STATEMENT RECEIVED BY: _ �I�.�'�e—Y�` SIGNATURE::_— (PLEA.iE-PRINT NAME) % 1)ATE NOTE TO RECEIVING SIGNATORY/APPLICANT: FATLURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR iJttBILITY FOR THE FEE. DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT (IF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE AL;PO ADVISED THAT ANY RIGHTS Ur' THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE kOAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MU;;T BE E'(ERCISED B`i FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE: REQUIREMENTS. or THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULE::; GOVERNING APPEAL; MAY BE PICKED UP, OR REQUESTED, FROM THE PLt1N 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 321771 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*** k,-74.08 FAMILY BUILDING PERMIT*Yk*9 ***********-A**** RECEIVED CITY OF SANFORD PERMIT APPLICATION Permit # : Date: -� - • C� �-�y/ MAY 4 2007 _/'►n Job Address: y��lt�rti,`��l'/ Grp// Description of Work: Frert. C nnr^retP B1 nr_SFR Total Square Footage Tie Historic District: NO Zoning: Value of Work: $ /,: o/ 6,-2 4 ' V"b Permit Type: Building X Electrical Mechanical Plumbing_ Fire Sprinkler/Alarm Pool Electrical: New Service — N of AMPS Addition/Alteration Change of Service TemporaryPole Mechanical: Residential ' Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: N of Fixtures N of Water & Sewer Lines N of Gas Lines Plumbing/New Residential: N of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential X Commercial Industrial Construction Type: �F%L—# of Stories: a` # of Dwelling Units: f Flood Zone: (FEMA form required ) Owners iN'ame&Address: _Tousa Homes dba Engle Homes, Orlando, Inc. 11315 Corporate Blvd., #250, Orlando 32817 Phone:(407) 249-3500 Contractor Name&Address: William Colby Franks 11301 Corporate Blvd., #303, Orlando State License Number: CGC1507971 Phone& Fax: 407-249-3500/407-313—�C4on2tdct2v 17. Valerie/Ke Phone: 407-249-3500 Bonding Company: N/A Address: Mortgage Lender: Address: Architect/Engineer: Residential Design Services Phone: 407-246-1080 Address: 330lBartlett Blvd. , Orlando 32811 Fax: 407-2460=0094 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing infonnation 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 013TAIN 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 mana etnent districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the require ents off tor' a Lien Law, 1'S 713. L/ J 413 Signature of Owner/Agent Date S nature of Contractor/Agent Date Wiliam Colby Franks Print Owner/Agent's Name Print Contractor/Agent's Name _ Signature of Notary -State of Florida Date Signature of Notary -State of F e •; :Der MY COMMISSION # DD205915 EXPIRES •. May 25, 2007 BONDED 1HRU TROY It," INSUR4NCE INC Owner/Agent is _ Personally Known to Me or Contractor/Agent is x Personally Known to Me or _ Produced ID _ Produced ID ' /j — APPROVALS: ZONING: �� N UTIL: FD: ENG: BLDG: Special Conditions Rev 03/2006 V 851q.08 POWER OF ATTORNEY Date : 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 City of Sanford Building Department for a Residential Building permit for work to be performed at a location described as: Section 34 , Township 19 , Range 30, Lot r��, Block Subdivision : Kay's Landing Phase 2 Address of Job: 31,� f% f a-, �-,� •-� ��-� , Sanford 32771 Owner of Property and Address: Engle Homes Orlando 11301 Corporate Blvd. #303 Orlando, FL 32817 And to sign my name and do all things necessary to this appointment. William Colby Franks Type or Print name of Certified Contractor gnature of Certified Contractor State of Florida County of Orange The foregoing instrument was acknowledged this 3' A day of 2 Odl , 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 Type of Identificati n Signature of Notary Public, State of Florida Kimberly Kaminer Print or Type Name of Notary Public (Seal) 04P'aY PLAN Kimberly Kaminer Commission # DD425691 o¢ Expires May 4, 2009 9,� pF p,1 Bonded tfov Fain - Inwrance. Inc 800-3B5.7072 OFFICE Seminole County Property Appraiser Get Information by Parcel Number Page I of- I DAYID JOHNSON^ CFA, ASA PROPERTY APPRAISER _^ SEMINOLE COUNTY FL. 1101 E. FIRST ST l(AY S �I SANFORD, FL 32771 -1468 I - I' I 407-665-7506 S -Nw,t 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 34-19-30-520-0000-0880 Number of Buildings: 0 Owner: TOUSA HOMES INC Depreciated Bldg Value: SO Mailing Address: 11315 CORPORATE BLVD STE 250 Depreciated EXFT Value: $0 City,State,ZipCode: ORLANDO FL 32817 Land Value (Market): $62,000 Property Address: 318 KAYS LANDING DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: KAYS LANDING PHASE 2 Just/Market Value: S62,000 Tax District: S1-SANFORD Assessed Value (SOH): $62.000 Exemptions: Exempt Value: SO Dor: 00-VACANT RESIDENTIAL Taxable Value: $62,000 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified 2006 VALUE SUMMARY CORRECTIVE 2006 Tax Bill Amount: $1,220 05/2006 06253 0971 S100 Vacant No 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 Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 88 KAYS LANDING PHASE 2 PB 69 PGS LOT 0 0 1.000 62,000.00 $62,000 44 - 44 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "" If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. littp://www.scpall.org/web/re_wcb.scminole_county_t itle?pai-ccl=34193052000000880&cp... 5/2/2007 CCL CCL/IBI CONSULTANTS, INC.AUTHORIZATION CCL IBI ENGINEERS SURVEYORS PLANNERS 2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL 33064 (954) 974-2200 POMPANO BEACH ORLANDO TAMPA JUPITER �� A DIVISION OF THE /B/ GROUP WWW. CCL —POMPANO. COM _ WWW. CCL—ORLAIVDO. COM A 0/VISION OF THE /B/ GROUP ENGLEKA Y' S LANDING PHASE 2 NATIONAL FLOOD INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE COMMUNITY NUMBER 120294 PANEL NUMBER 12117CO040E NORTHEAST 114 OF SECTION J4, TOWNSHIP 19 MAP REVISION 05/17/1995 SOUTH, RANGE JO EAST, SEMINOLE COUNTY, FLORIL FLOOD ZONE X BEING S 00-14'40" E, AN ASSUMED MERIDIAN. L E G E N D R= RADIUS L= ARC DISTANCE O INDICATES 5/8" IRON ROD SET WITH NUMBER L.B. n= CENTRAL ANGLE 5610 CRAP (IRC), UNLESS OTHERWISE NOTED L.B. LICENSED BUSINESS A/C AIR CONDITIONER SLAB N&D = SET NAIL AND DISC L.B. 5610 SCENTERLINE .E. - DRAINAGE EASEMENT L.M.E. PC = POINT OF CURVATURE PCC = POINT OF COMPOUND CURVATURE me = LAKE MAINTENANCE EASEMENT U.E. = UTILITY EASEMENT F.F. PI = POINT OF INTERSECTION PRC = POINT OF REVERSE CURVATURE = FINISH FLOOR FHYD, = FIRE HYDRANT CATV. - CABLE TV L.P. W.M. = WATER METER W.V. = WATER VALVE = LIGHT POLE ELEC. ELECTRIC SERVICE PT = POINT OF TANGENCY Q Q� = PROPOSED ELEVATION SCALE: I" = 30' TRACT "C" LOCATION SKETCH (NOT TO SCALE) 31.4 30.9 N 89'51'25"E60.00' 35.9 I LOT 88 I 35.6 v I •� w cn� 20' E.S. I—` Y Itn JJ' Iv:I O < Z b COrERO PORCH 1176 0 LL, O rl 47.33' p 0 I U' cli O MODEL:'SANTA BARBARA A" I y [ ■ ■ CO O ELEVATION "14" FTl W (50.00' x q.ft. o @ LOT 89 p (P L6 203 1. J6.. o a LOT U 7 FF. EL. 36.65' n u� .0 0 6.00'0 2.67' b r ) 13.33' N ry 1 1.33' COWRED ENTRY o 0 O o N I 25' 6.5. � 79.33' .O � Ul C) I I OR�KWAY O I I 3371t0./t. I � 34.8 — — — — — I Iw I P.C. I /0' U.E. I 34.5 P.C. S89'S1'25"u II� 80.52' 60.00 _ _ — h N ir) N 3/g KAYS LANDING DRIVE (50' RIGHT—OF—WAY) OFFICE NOTE: LEGAL DESCRIPTION.' BUILDING WILL BE STAKED AS SHOWN AREA -TABULATION ----------- LOT - 6,900±SO.FT Lot 88, 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. Q0 NOTES: (SKETCH AND LEGAL ONLY, NOT A SURVEY) i. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED 2. LANDS SHOWN HEREON WERE NOT ABSTRACTEDQ0 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS 7— LICENSED SKETCH, PLAT OR MAP /S FOR /NFORMA77ONAL I CCL CONSULTANTS INC. FOR EASEMENTS ANDGH 7— PURPOSES ONLY AND IS NOT VALID. ADDITIONS OR DELETIONS DATA S-OW WAY OF RECORD, J. DATA TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING SHOWY };£,?[UN V/AS COMPILED FROM OTHER PARTY OR PARTIES lS PROHIBITED WITHOUT WRITTEN INSTRUAIGVTS AND DOES NfiT CONS777UTE A FIELD SURVEY W CONSENT OF THE SIGNING PARTY OR PARTIES. AS SUCH. � REVISIONS: a 6 PLOT PLAN DATE: BY: 3/21/07 JAM ' i R6N L W. HE!?R P.L.S. PROFESSIONAL SURVEYOR crud MAFPCR #4907 STATE OF FLORIDA DATE OF SKf.CH: DRAWN CHECKED FIELD 3/21/07 __ BY JAAI I BY RWH BOOK N/A 11111111111111111111111111111111111 IN III IN 118111111111111111111111111 Permit Numbered NNE MDRSF, CLERK OF CIRCUIT COURT Parcel Identification Number3 q - 19 d 5� O - oCGG G EMINfII F f:fJl_tNTY Prepared by: Valerie Furrer / Kekalani Vazquez 9K 06679 pq 02061 (lpq) CLERKS S #) 20070F,52,99 RECORDED 05/02/2007 10:07:38 AN REf;pRDING FEES 10.00 REf',nRDMD 8Y T Saith Return to: Engle Homes Orlando 11315 Corporate Blvd ste 250 Orlando,Fl 32817 NOTICE OF COMMENCEMENT State of FLORIDA County of SEMINOLE CERTIFIED COPY MARYANIW PpC)TJ `E CLi R1� OF' IUNTYIT" FLORIDA 8Y P CLERK AY 2 20071 The undersigned hereby gives notice that Improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement. 1. Description of property (legal- description of the property, and street address If available) Kay's Landing Phase 2, Sec-34, Twsp-19, Rge-30, PB-69, Pages-43-44, Lot # $� - .� ftj }��,��,• 2. General description of Improvement(s) Single Family Residence 3. Owner Information Name Engle Homes/Orlando Inc. Telephone Number 407-281-4480 Address 11315 Corporate Blvd. #250 Fax Number 407-281-7766 Orlando, FI 32817 Interest in Property: Fee Simple 4. Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address Fax Number 5. Contractor Engle Homes/Orrando Inc. Name 11315 Corporate Blvd #250 Address Telephone Number 407-281-4480 Orlando,Fl 32817 Fax Number 407-281-7766 6. Surety (if any) Name Telephone Number Address Fax Number Amount of bond $ N/A 7. Lender (If any) Name N/A Telephone Number Address Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Engle Homes/Olrando Inc. Telephone Number 407-281-4480 Address 11315 Corporate Blvd #250 Fax Number 407-281-7766 Orlando,Fl 32817 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the ex p ration date is one year from the date of recording unless a different date is specified): Date Signed Signature of Owner Note: per §713.13(1)(g), "owner must sign ...and no one else may be permitted to sign In his or iisorr her stead." Sworn to to and subscribed before me this day of / j� - , 20y by WILLIAM COLBY FRANKS who Is X personally known to me OR produced as identification. _ Signature of Notary (notarial seal to appear below) y�Y "ie • Valerie L Furrer �.` MYCOMMISSION# DD205915 EXPIRES May 25, 2007 Form Revised: 12100 for 19_ to 20_ ,,qF i °p' BONDED rH.RLI TROY GAIN INSURANCE, INC OFFICE OFFICE Project Summat'v Job: SANTA BARBARA Summary Date: 5-4-07 Entire House By: EJH Del -Air Heating, A/C, and Refrigeration, Inc. Project• • For: ENGLE HOMES KAY'S LANDING 31 & KVJA Notes: OPT 34-- BONUS ROOM ATTIC TRUSS dONUS ROOM OPT 35 - BONUS ROOM - FULL BATH 4 FOR OPT 31 >.r N Gip Design Information Weather: Orlando, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Structure 49831 Btuh Ducts 4983 Btuh Central vent (150 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 54814 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating • Cooling Area (ft2) 3362 3362 Volume (ft3) 30020 30020 Air changes/hour 0.28 0.15 Equiv. AVF (cfm) 140 75 Heating Equipment Summary Make n/a Trade n/a Model n/a Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 44 gr/Ib Sensible Cooling Equipment Load Sizing Structure 52656 Btuh Ducts 5266 Btuh Central vent (150 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.06 Equipment sensible load 57922 Btuh Latent Cooling Equipment Load Sizing Structure 4419 Btuh Ducts 3544 Btuh Central vent (150 cfm) 0 Btuh Equipment latent load 7963 Btuh Equipment total load 65885 Btuh Req. total capacity at 0.80 SHR 6.0 ton Cooling Equipment Summary Make n/a `�® Trade n/a IE\N Cond n/a Ns Coil n/a �h P'Ell n/a Efficiency h Sensible cooling0 /a 13% Q KI) 0 Btuh Latent cooli g: 0 E hh Of 0 OF Total cooling 6 Btuh 0 cfm Actual air flowm OA ■ ' 0 cfm 0.000 cfm/Btuh Air flow factor 0.000 cfm/Btuh 0.00 in H2O Static pressure 0.00 in H2O n/a Load sensible heat ratio 0.00 Bold/ltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +-- wlnylhtsOft Right -Suite Residential 6.0.101 RSR20596 2007-Jun-07 16:33:29 AM E:\Files%ENGLE2002\Lot62KLSantaBarbara0pt31opt35tLot62KLSantaBarbaraOpt31opt35.rrp Calc = W8 0 Page 1 Load Multizone Summary Report Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 5-4-07 By: EJH Infiltration Summary Heating Cooling ZONE NAME Volume ACH AVF HTM Volume ACH AVF HTM ft3 cfm Btuh/ft= ft3 cfm Btuh/ft= ZONE 1 15472 0.29 74 1.7 15472 0.15 40 0.5 ZONE 2 14548 0.27 66 1.7 14548 0.15 35 0.5 Entire House 30020 0.28 140 1.5 30020 0.15 75 0.5 Load and AVF Summary ROOM NAME Area ft' Big load Btuh Clg load Btuh Htg AVF cfm Clg AVF cfm LIVING 208 39100 4443 233 177 DINING/FOYER 252 39100 4551 223 181 LAUNDRY 88 39100 1434 83 57 NOOK 110 39100 5080 210 202 FAMILY 484 39100 13700 369 545 LIBRARY/BDRM5 210 39100 2896 99 115 CABANA/BATH3 54 39100 1070 79 43 KITCHEN 240 39100 2014 105 80 ZONE 1 1646 39100 35188 1400 1400 BDRM2 208 20967 1476 141 78 OPEN TO FOYER 91 20967 1034 79 55 BDRM4 196 20967 1627 113 86 BONUS ROOM 252 20967 6334 233 334 BONUS BATH4 91 20967 324 31 17 MSTR BATH 180 20967 3318 183 175 MSTR BDRM 360 20967 4706 181 248 BATH2 78 20967 770 37 41 BDRM3 182 20967 2495 134 132 MSTR WIC 108 20967 347 32 18 BDRM2 WIC 25 20967 151 18 8 BDRM3 WIC 25 20967 151 18 8 ZONE 2 1796 20967 22733 1200 1200 Entire House 3442 54814 57922 2600 2600 wroghtsoft Right -Suite Residential 6.0. 101 RSR20596 2007-Jun-07 16:33:29 E:\Files\ENGLE2002%Lot62KLSantaBarbaraOpt31Opt35tLot62KLSantaBarbaraOpt31opt35.rrp Calc = MJ6 0 Page 1 AED Assessment Job: SANTA BARBARA Date: 5-4-07 Entire House By: EJ" Del -Air Heating, A/C, and Refrigeration, Inc. Project Information For: ENGLE HOMES LOT 62 KAY'S LANDING Design Conditions 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) 1.1 43.6 Dry bulb (°F) 38 93 Infiltration: Daily range (°F) - 17 ( M ) Wet bulb (°F) - 76 Wind speed (mph) 15.0 7.5 Test for • •Exposure Diversity Hourly Glazing Load Hour of Day / H—V ' A_W. / AED krt Maximum hourly glazing load exceeds average by 42.7%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 3523 Btuh (PFG-1.3*AFG) Boldrtalic values have been manuaW overridden N. Wr7C). jjtS0ft Right -Suite Residential6.0.101 RSR20596 2007-Jun-07 16:33:29 E:\Files\ENGLE2002\Lot62KLSantaBarbaraOpt31Opt35\Lot62KLSentaBorbaraOpt3lOpt35.rrp CaIC = MJ8 0 Page 1 wrig.htsoft- tw.vftA.ft* Right-.1 Worksheet Entire House Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 5-4-07 By: EJH 1 Room name Entire House ZONE 1 2 Exposed wall 407.0 ft 190.0 ft 3 Ceiling height 8.7 ft 9.4 ft 4 Room dimensions 5 Room area 3442.0 ft' 1646.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'--'F) (Btuh/fe) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1/Y 13A-5ocb 0.129 no 4.13 2.58 338 293 1210 756 338 293 1210 756 1Aclom 1.270 ne 40.64 59.69 7 0 284 418 7 0 284 418 1Ac1om 1.270 ne 40.64 59.69 38 0 1544 2268 38 0 1544 2268 V�y-G 12B-0bw 0.097 ne 3.10 1.69 260 239 742 404 0 0 0 0 11 1A-clom 1.270 ne 40.64 59.69 5 0 195 287 0 0 0 0 �--G 1Aclom 1.270 ne 40.64 59.69 16 0 650 955 0 _ 0 0 0 - 13A-5ocb 0.129 se 4.13 2.58 320 215 887 555 320 215 887 555 1Aclom 1.270 se 40.64 61.02 61 0 2468 3705 61 0 2468 3705 to-clom 1.270 se 40.64 32.93 11 11 447 362 11 11 447 362 1A-clom 1.270 se 40.64 32.93 13 13 542 439 13 13 542 439 J0 0.600 se 19.20 18.72 20 20 384 374 20 20 384 374 _1.1 _ _ 12B-0bw 0.097 se 3.10 1.69 372 282 875 476 0 0 0 0 IA-clom 1.270 se 40.64 32.93 40 40 1626 1317 0 0 0 0 IIAclom 1.270 se 40.64 75.04 30 0 1219 2251 0 0 0 0 1Aclom__ 1.270 se 40.64 38.55 20 20 813 771 0 0 0 0 _ _ _ 13A-5ocb 0.129 sw 4.13 2.58 385 335 1381 863 385 335 1381 863 1 A-c 1 om 1.270 sw 40.64 61.02 28 0 1138 1709 28 0 1138 1709 1A-clom_ _ 1.270 . sw. 40.64 61.02 23 0 914 1373 23 0 914 1373 __ 12B-0bw 0.097 sw 3.10 1.69 316 316 981 533 0 0 - 0 0 _W .. 13A-5ocb 0.129 nw 4.13 2.58 461 268 1106 691 461 268 1106 691 ,A-clom 1.270 nw 40.64 59.69 38 0 1544 2268 38 0 1544 2268 1A-ctomd 1.270 nw 40.64 52.08 64 0 2601 3333 64 . 0 2601 3333 1Actomd 1.270 nw 40.64 52.08 64 0 2601 3333 64 0 2601 3333 tAclom 1.270 nw 40.64 59.69 7 0 284 418 7 0 284 418 1 GA-m 1.670 nw 53.44 39.26 20 0 1069 785 20 0 1069 785 ..; _ 12B-0bw 0.097 nw 3.10 1.69 397 315 978 532 0 0 0 0 1Aclom 1.270 nw 40.64 59.69 16 0 650 955 0 0 0 0 1Aclom 1.270 nw 40.64 59.69 60 0 2438 3582 0 0 0 0 1Ac1om 1.270 40.64 59.69 6 0 244 358 0 0 0 0 qq 12B-0bw 0.097 _nw, - 3.10 1.07 282 264 819 282 282 264 819 282 D A0-_ _- _ -. - . _- _- 0.470 nw, 15.04 14.66 18 18 271 264 18 __18 - - .271 264 . C .11 16B-30ad 0.032 1.02 1.75 1796 1796 1839 3144 0 0 0 0 C _ 1613-30ad _ _. _ 0.032 ..1.02 1.75 55 55 56 - 96 0. 0 0 0 C 16A-11ad 0.081 2.59 6.05 413 413 1070 2499 0 0 0 0 F_ 22A4ph 1.358 43.46 0.00 1646 190 8257 0 1646 190 . 8257 0 F .. 19A-11cscD 0.073 1.66 0.93 21 0 35 20 0 0 0 0 F. 20P-]1c__ 0.078 2.50 1.15. 302 0 754 346 0 0 0 0 6 c)AED excursion 3523 3001 Envelope loss/gain 44918 46246 29752 27198 12 a Infiltration 4299 1480 2593 781 b; Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 11 2530 7 1610 Appliances Q 1200 2 24001 2 1 2400 Subtotal (lines 6 to 13) 1 49831 52656 32345 31989 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 49831 52656 32345 31989 15 Duct loads 10% 10% 4983 5266 10% 10% 3235 3199 Total room load 54814 57922 35580 35188 Air required (cfm) 2600 2600 1400 1400 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �.- wr-raghtsQft Right -Suite Residential6.0.101 RSR20596 2007Jun-Jun16:33:29 �A E:lFiles\ENGLE2002%Lot62KLSantaBarbaraOpt31Opt35U-ot62KLSontaBarbaraOpt31Opt35.rrp Calc = W8 0 Page 1 wrligt! oft- Right-J Worksheet Entire House Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 5-4-07 By: EJH 1 Room name ZONE 2 2 Exposed wall 217.0 ft 3 Ceiling height 8.1 ft 4 Room dimensions 5 Room area 1796.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area Load I number (Btuh/ft? °F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 13A-5ocb 0.129 ne 4.13 2.58 0 0 0 0 1A-clom 1.270 ne 40.64 59.69 0 0 0 0 0 0 0 0 1Actom 1.270 ne 40.64, .59.69 Vy 12B-0bw 0.097 ne 3.10 1.69 260 239 742 404 11 I-G to-c1om 1.270 ne 40.64 59.69 5 0 195 287 t--�G 1Aclom 1.270 ne 40.64 59.69 16 .0 650 955 13A-5orb 0.129 se 4.13 2.58 0 0 0 0 0 1A-ctom 1,270 se 40.64 61.02 0 0 0 1Ac1om 1.270 se 40.64 32.93 0 0 0 0 0 1Aclom 1.270 se 40.64 32.93 0 0 0 111.10.. 0.600 -se 19.20 18.72 0 0 . 0 0 VVyy 1213-0bw 0.097 se 3.10 1.69 372 282 875 476 �-G lAclom 1.270 se 40.64 32.93 40 40 1626 1317 1Aclom 1.270 se 40.64 75.04 30 0 1219 2251 1E---EGG 1Aclom 1.270 se 40.64 38.55 20 20 _ 813 771 13A-5ocb 0.129 sw 4.13 2.58 0 0 0 0 0 1A-clom 1.270 sw 40.64 61.02 0 0 0 0 G 1.270 sw 40.64 61.02 0 0 0 _ _ .. W _1Actom 0.097 sw 3.10 1.69 316 - 316 981 533 - __ ..1213-0bw .- 13A-5ocb 0.129 nw 4.13 2.58 0 0 0 0 lXclom 1.270 nw 40.64 59.69 0 0 0 0 1A-clomd 1.270 nw 40.64 52.08 0 0 0 0 ,A-clomd 1.270 nw 40.64 52.08 0 0 0 0 lAc1om 1.270 nw 40.64 59.69 0 0 0 0 0 0 10A-m 1.670 nw 53.44 39.26 0 0 VVyy 1213-0bw 0.097 nw 3.10 1.69 397 315 978 532 1Aclom 1.270 nw 40.64 59.69 16 0 650 955 1Aclom 1.270 nw 40.64 59.69 60 0 2438 3582 1Actom 1.270 nw 40.64 59.69 6 0 244 358 _ q 12B-0bw 0.097 - 3.10 1.07 0 0 0 0 0 0 �---D -11A0 -. - - - - 0.470 nw- 15.04 -- 14.66 0 0 _ C 1613-30ad 0.032 1.02 1.75 - 1796 1796 1839 3144 C 1613-30ad 0.032 1.02 _1.75 _ 55 55 56 96 . .__ _ C 16A-11ad 0.081 2.59 6.05 413 413 1070 2499 F 22A-tph 1.358 0.073 43.46 1.66 0.00 0.93 0 21 0 0 0 35 0 20 F F ._ 19A-11cscD 20P-11c 0.078 2.50 1.15 302 0 754 346 6 c) AED excursion 523 Envelope loss/gain 15166 19048 12 a) Infiltration 2319 699 b Room ventilation 0 0 13 Internal gains: Occupants @ 230 4 920 Appliances @ 1200 0 0 Subtotal (lines 6 to 13) 17486 20667 Less external load 0 0 0 0 Less transfer 0 0 Redistribution 17486 20667 14 15 Subtotal Dud loads 10% 10% 1749 2067 Total room load 19234 22733 Air required (dm) 1200 1200 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. C w.�ght50'Ft Right -Suite Residential6.0.101 RSR20596 2007.1un-07 16:33:29 C�A E:\Files\ENGLE2002LLot52KLSantaBarbarsOpt31Opt351Lot62KLSantaBarbaroOpt31opt35.rrp Calc = W8 0 Page 2 Job: SANTA Project Summary Date: 5-4-07 BARBARA ZONE 1 By: EJH Del -Air Heating, A/C, and Refrigeration, Inc. Project Information For: ENGLE HOMES LOT 62 KAY'S LANDING Notes: OPT 31 - BONUS ROOM - ATTIC TRUSS BONUS ROOM OPT 35 - BONUS ROOM - FULL BATH 4 FOR OPT 31 Design Information Weather: Orlando, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Structure 32345 Btuh Ducts 3235 Btuh Central vent (100 cfm) 3520 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 39100 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling VAreaolume (ft-) 15402 15472 Air changesthour 0.29 0.15 Equiv. AVF (cfm) 74 40 Heating Equipment Summary Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 44 grAb Sensible Cooling Equipment Load Sizing Structure 31989 Btuh Ducts 3199 Btuh Central vent (100 cfm) 1980 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.06 Equipment sensible load 37168 Btuh Latent Cooling Equipment Load Sizing Structure 2571 Btuh Ducts 1852 Btuh Central vent (100 cfm) 2968 Btuh Equipment latent load 7392 Btuh Equipment total load 44560 Btuh Req. total capacity at 0.80 SHR 3.9 ton Cooling Equipment Summary Make LENNOX Make LENNOX Trade MERIT 13 13HPX R410A HP Trade MERIT 13 13HPX R410A HP Model 13HPX-042 Cond 13HPX-042 Coil CBX32MV-048 F Efficiency 8.5 HSPF Efficiency i 14 EER Heating input Sensible cooling , 33200 Btuh Heating output 0 Btuh @ 47°F Latent cooling �w+� ` '8300 Btuh Temperature rise 0 OF Total cooling %� 41500 .Btuh Actual air flow 1400 cfm Actual ��ir`flow, i M400 cfm_ . Air flow factor 0.039 cfm/Btuh Ai Q ow Paator� �040,,,,efm/Btuh Static pressure 0.30 in H2O �6t c ��re`ssure 140.83 0.30 in 20 Space thermostat l qa�►s�nsible 3tio Boldrtallc values have been uA l�j bverrldden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wnghtSoft Right -Suite Residential6.0.101 RSR20596 2007.1un-0716:33:29 E:lFiles\ENGLE2002%Lot62KLSantaBarbaraOpt31Opt35tLot62KLSantaBarbaraOpt31Opt35.rrp Celc = MJ8 0 Page 2 System Summary Job: SANTA BARBARA Duct S y ry Date: 5-4-07 ZONE 1 By: EJH Del -Air Heating, A/C, and Refrigeration, Inc. Project Information For: ENGLE HOMES LOT 62 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 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.12 / 0.12 in H2O 0.393 in/100ft 1400 cfm 61 ft Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.12 / 0.12 in H2O 0.393 in/100ft 1400 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 LIVING h 5917 233 177 0.393 8 Ox 0 VIFx 61.0 0.0 1 DINING/FOYER h 5657 223 181 1.714 8 Ox 0 VIFx 14.0 0.0 LAUNDRY h 2106 83 57 3.429 5 Ox 0 VIFx 7.0 0.0 NOOK h 5324 210 202 1.043 8 Ox 0 VIFx 23.0 0.0 FAMILY c 6851 184 273 0.686 9 Ox 0 VIFx 35.0 0.0 2 FAMILY -A c 6849 184 272 0.923 9 Ox 0 VIFx 26.0 0.0 2 LIBRARYBDRMS c 2896 99 115 0.436 6 Ox 0 VIFx 55.0 0.0 1 CABANA/BATH3 h 2018 79 43 0.421 5 Ox 0 VIFx 57.0 0.0 1 KITCHEN h 2660 105 80 1.600 6 Ox0 VIFx 15.0 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 2 Peak AVF 369 545 0.686 694 12 0 x 0 VinlFlx 1 Peak AVF 412 335 0.393 524 12 0 x 0 VinlFlx C wnghtsoft Right -Suite Residential 6.0.101 RSR20596 2007Jun-07 16:33:01 E:\Files\ENGLE2002\Lot62KLSantsBarbaraOpt31Opt35\Lot62KLSantaBarbaraOpt31 Opt35.rrp Calc = MJS 0 Page 1 AED Assessment Job: SANTA BARBARA Date: 5-4-07 ZONE 9 By: EJH Del -Air Heating, A/C, and Refrigeration, Inc. Project• • For: ENGLE HOMES LOT 62 KAY'S LANDING Design Conditions Location: Indoor: Heating Cooling Orlando, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (°F) 32 18 Latitude: 28°N Outdoor: Heating Cooling Relative humidity (%) Moisture difference (grit) 30 5.7 50 43.6 Dry bulb (°F) 38 93 Infiltration: Daily range (°F) - 17 (M) Wet bulb (°F) - 76 Wind speed (mph) 15.0 7.5 m 0 2 Test for Adequate Exposure Diversity Hourly Glazing Load Hour of Day H-V / A-P / AED WA Maximum hourly glazing load exceeds average by 46.4%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 3001 Btuh (PFG - 1.3*AFG) Boldrfallc values have been manually overridden WrlghltS�(:)ft Right -Suite Residential 6.0.101 RSR20596 2007-Jun-0716:33:29 AC-0, EARles\ENGLE2002\Lot62KLSantaBarbaraOpt3lOpt35\Lot62KLSantaBarbaraOpt31Opt35.rrp Calc = MJfi 0 Page 2 wr gh Right-.l Worksheet ZONE 1 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 5-4-07 By: EJH 1 Room name ZONE 1 LIVING 2 Exposed wall 190.0 It 9.4 It 33.0 It 9.4 ft heat/cool 3 Ceding height 13.0 x 16.0 It 4 5 Room dimensions Room area 1646.0 ft' 208.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (fi') Load number (8tuh/ft'--'F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat I cool Gross N/P/S Heat cool 6 Vy7 13A-5ocb 0.129 ne 4.13 2.58 338 293 1210 ' 756 28 28 116 72 FL---GG 1A-clom 1.270 ne 40.64 59.69 7 0 284 418 0 0 0 0 0 0 1A-clom 1.270 ne 40.64 59.69 _ . 38 _ 0 1544 2268 .0 _ _0 , _ _ ._ 12B-0bw _ 0.097 ne 3.10 1.69 0 0 0 0 0 0 0 0 11 -G 1Aclom 1.270 no 40.64 59.69 0 0 0 0 0 0 0 0 -G 1Ac1om 1.270 ne 40.64 59.69 _ - 0 0 0 0 0 0 0 . 0 _ _ _ _ 13A-5ocb 0.129 se 4.13 2.58 320 215 887 555 132 102 420 262 1A-clom 1.270 se 40.64 61.02 61 0 2468 3705 30 0 1234 1853 1A-clom 1.270 se 40.64 61.02 11 11 447 362 0 0 0 0 IA-clom 1.270 se 40.64 61.02 13 13 542 439 0 0 0 0 0.600 19.20 18.72 20 20 384 374 0 . _ 0 0 0 _ _71J0 ___. _ . -_ 0.097 ._se. se - 3.10 1.69 0 0 0 0 0 0 0 0 tAclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 0 0 0 h12B-0bw to-c1om 1.270 se 40.64 75.04 0 0 0 0 0 0 0 0 tAclom 1.270 se 75.04 0 0 0 .0 0 VL13A-5ocb _ 0.129 sw ..40.64 4.13 2.58 385 335 1381 863 150 122 504 315 ,A-c1om 1.270 sw 40.64 61.02 28 0 1138 1709 28 0 1138 1709 :2 ` _1Ac1om_ . _ _ -_ 1.270 sw 40.64 61.02 23 0 914 1373 . 0 0 __0 . 0 VJ __ 12B-0bw_ _ - _ ___ _ 0.097 sw 3.10 1.69 0 0 0 0 0 - 0 0 0 0 13A-50cb 0.129 nw 4.13 2.58 461 268 1106 691 0 0 0 1A-clom 1.270 nw 40.64 59.69 38 0 1544 2268 0 0 0 0 1A-clomd 1.270 nw 40.64 52.08 64 0 2601 3333 0 0 0 0 1A-clomd 1.270 nw 40.64 52.08 64 0 2601 3333 0 0 0 0 IA-clom 1.270 nw 40.64 59.69 7 0 284 418 0 0 0 0 10A-m 1.670 nw 53.44 _ 39.26 20 0 1069 785 _0 _0 . - - 0 0 Vey--G _ _ _ 12B-0bw 0.097 nw 3.10 1.69 0 0 0 0 0 0 0 0 0 to-clom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 I-G to-clom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 1AcIom 1.270 nw- 40.64 59.69 0 0 0 0 0. 0 0 0 R . 12B-Obw 0.097 - 3.10 1.07 282 264 819 282 0 0 0 0 D _UA0 0.470 -nw 15.04 14.66 18 18 271 264 0 0 0 0 0 C 16B-30ad _ 0.032 1.02 1.75 0 0 0 0 0 0. 0 0 _0 0 0 C __ 16B-30ad 0.032 _- 1.02 1.75 0 0 0 0- 0 0 0_ 0 0 C F 16A-11ad 22A-tph 0.081 1.358 2.59 43.46 6.05 0.00 0 1646 0 190 0 8257 0 208 .33 1434 0 F 19A- lcscp 0.073 1.66. 0.93 0 0 0 0 0 0_ 0 0 F 20P-11c 0.078 2.50 1.15 0 0 0 0 0 0 0 0 6 c) AED excursion 3001 -333 Envelope loss/gain 29752 27198 4845 3878 12 a) Infiltration 2593 781 535 161 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 7 1610 0 0 0 Appliances @ 1200 2 2400 0 Subtotal (lines 6 to 13) 32345 31989 5379 4039 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 14 Redistribution Subtotal 32345 31989 5379 4039 15 Duct loads 10% 10% 3235 3199 10% 10% 538 404 Total room load 35580 35188 5917 233 4443 177 Air required (cfm) 1400 1400 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. fi wW-1 tQj aft Right -Suite Residential 6.0. 101 RSR20596 2007-Jun-0716:33:29 -45rA E:\Files\ENGLE2002\Lot62KLSantaBorbaraOpt31Op135\Lot62KLSentaBarbaraOpt31opt35.rrp Calc = MJ8 0 Page 3 wrightso 0. Right-J Worksheet ZONE 1 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 5-4-07 By: EJH 1 Room name DININGIFOYER LAUNDRY 2 Exposed wall 31.0 ft 9.4 ft heat/cool 20.0 ft 9.4 ft heat/cool 3 Ceiling height 18.0 x 14.0 ft x 8.0 ft 4 Room dimensions 252.0 ft' �11.0 88.0 ft 5 Room area Ty Construction U-value Or HTM (Btu ft') Area (ft') or perimeter (ft) Load (Btuh) Area (ft') or perimeter (ft) Load (Btuh) number (Btuh/ft'--'F) Heat Cool Gross N/P/S Heat Cool Gross I N/P/S Heat cool 6 V6 13A-5ocb 0.129 ne 4.13 2.58 0 0 0 6 75 7 68 0 281 284 175 418 1Actom 1.270 ne 40.64 59.69 0 0 0 0 0 0 0 0 0 0 LE----GG 1Aclom 1.270 .ne 40.64 59.69 . 0_ 0 0 0 0 0 0 0 12B-0bw 0.097 ne 3.10 1.69 0 0 0 0 0 0 0 0 11 -G tAclom 1.270 ne 40.64 59.69 0 0 0 0 0. 0 0 �--G tActom_ _. __ 1.270 0.129 ne 40.64 4.13 59.69 2.58 .. 0 188 0 113 0 468 292 0 0 0 0 13A-50cb tActom 1.270 se se 40.64 61.02 30 0 1234 1853 0 0 0 0 0 1A-c om 1.270 se 40.64 61.02 11 11 447 362 0 0 0 0 0 0 0 1Aclom 1.270 se 40.64 61.02 13 13 542 439 0 0 0 1.1J0_____ 0.600 se 19.20 18.72 . 20 20 384 _ _ _ 374 . _0 0 0 _ _ _ 12B-0bw 0.097 se 3.10 1.69 0 0 0 0 0 0 0 0 0 0 0 1Aclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 0 1Ac1om 1.270 se 40.64 75.04 0 0 0 0 0 0 0 tAcl om 1.270 . so- ,. 40.64 75.04 _ 0 0 .0 0 0 0 0 13A-5ocb 0.129 sw 4.13 2.58 28 28 116 72 0 0 0 0 IA-ctom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 0 0 0 rG AA-c.lom_ _ 1.270 sw 40.64 . 61.02 0 0 _0 0 _ 0 0 0 W __..1213-0bw_._ _ 0.097 sw 3.10 1.69 0 0 0. 0 0 0 0 0 0 13A-5ocb 0.129 nw 4.13 2.58 0 0 0 0 0 0 0 1Aclom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 0 1A-clomd 1.270 nw 40.64 52.08 0 0 0 0 0 0 0 1A-clomd 1.270 nw 40.64 52.08 0 0 0 0 0 0 0 1Aclom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 0 0 10A7m _. __ 1.670 nw 53.44 39.26 - _ _ 0 0 0 0 0 0 0 0 VVyy 12B-0bw 0.097 nw 3.10 1.69 0 0 0 0 0 0 0 0 I--G 1Aclom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 IActom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 �E--CG 1Aclom_ 1.270 0.097 nw- 40.64 3.10 59.69 1.07 0. 75 0 75 233 80 113 113 351 121 q12B-0bw D A0 0.470 - nw 15.04 - 14.66 0 0 0 0 0 0 0 0 . -. C_ _11 16B-30ad 0.032 1.02 1.75 0 0 0 0 0 0 0 0 0 0 0 C _1613-30ad - 0.032 1.02 1.75 0'_ 0 0 . _ .0 0 0 0 - 0 0 C F 16A-11ad 22A-tph 0.081 1.358 2.59 43.46 6.05 0.00 0 252 0 31 0 1347 0 0 _ 88 20 869 0 0 19A-11cscD 0.073 1.66 0.93 0 0 0 0 0 0 0 0 0 0 0 _F F. _ 20P-11c _ 0.078 2.50 1.15 0 0 0 0 6 c) AED excursion 322 -49 Envelope loss/gain 4770 3795 1 1785 665 12 a) Infiltration 372 112 129 1 0 39 0 b) Room ventilation 0 0 13 Internal gains: Occupants ® 230 1 230 0 0 1 0 600 Appliances aQ 1200 0 Subtotal (lines 6 to 13) 5142 4137 1914 1304 Less external load 0 0 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 5142 4137 1914 1304 14 15 Subtotal Duct loads 10% 10% 514 414 10% 10% 191 130 Total room load 5657 4551 2106 1 83 1434 57 Air required (cfm) 223 181 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. C= wrsgh'CSOft Right -Suite Residential6.0.101 RSR20596 2007Jun-07 16:33:29 ,`A E:\Files\ENGLE2002\Lot62KLSantaBarbaraOpt3lOpt35\Lot62KLSantaBarberaOpt31Opt35.rrp Calc = MJ8 0 Page 4 �' wrightsofi- Right-J Worksheet ZONE 1 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 5-4-07 By: EJH 1 Room name NOOK FAMILY 2 Exposed wall 21.0 ft 9.4 ft heat/cool 29.0 ft 9.4 ft heat/cool 3 4 Ceiling height Room dimensions 11.0 x 10.0 ft 22.0 x 22.0 ft 5 Room area 110.0 ft' 484.0 ft' Ty Construction U-value Or HTM (Btuh/ft') Area (ft') or perimeter (it) Load (Btuh) Area (ft') or perimeter (ft) Load (Btuh) number (Btuh/ft'--'F) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-5ocb 0.129 no 4.13 2.58 94 56 231 144 0 0 0 0 0 --G 6 1Aclom 1.270 ne 40.64 59.69 .0 0 0 0 0 0 0. 0 0 0 tActom 1.270 ne 40.64 - 59.69 38. 0. 1544 _ 2268 .0 0 0 Vy 12B-0bw 0.097 ne 3.10 1.69 0 0 0 0 0 0 0 0 0 11 I--G 1Aclom 1.270 no 40.64 59.69 0 0 0 0 0 0 0 0 ' _C _1Aclom 1.270 ne 40.64 59.69 0 0 0 0 0 0 0 0 13A-5ocb 0.129 se 4.13 2.58 0 0 0 0 0 0 0 0 1Aclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 0 0 1Aclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 0 1A-clom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 0 vh12B-0bw 1.1J0 0.600 se se 19.20 18.72 1.02 0 0 0 0 0 0 0 0 0 1Ac1om 1.270 1.270 se 0.64 40.64 61.02 0 0 0 0 0 0 0 0 0 0 0 1Aclom 1.270 se 40.64 75.04 0 0 0 0 0 0 0 0 1Aclom 1.270 se 40.64 75.04 0 0 0 0 0 0 0 13A-5ocb 0.129 sw 4.13 2.58 0 0 0 0 0 0 0 0 0 1Aclom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 0 tAclom . _ 1.270 sw 40.64 61.02 0 _0 _ 0 0 0 0 0 W._- 1213-0bw 13A-5ocb 0.097 0.129 sw. nw 3.10 4.13 1.69 2.58 0 103 0 65 0 268 0 168 0 273 0 125 516 322 1Aclom 1.270 nw 40.64 59.69 38 0 1544 2268 0 0 64 0 0 0 2601 0 3333 1A-c omd 1.270 nw 40.64 52.08 0 0 0 0 0 64 0 2601 3333 tActomd 1.270 nw 40.64 52.08 0 0 0 0 0 0 0 0 1Actom 10A-m 1.270 1.670 nw nw 40.64 53.44 59.69 39.26 0 0 0 0 0 __. 0 20 0 1069 785 VVyy 12B-0bw 0.097 nw 3.10 1.69 _ 0 0 0 0 0 0 0 0 0 0 0 �--G 1A-ctom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 0 1A c1om 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 I;_CC . 1Aclom .- 1.270 nw 40.64 59.69 0 0 A _ 0 0 0 0 q 12B-0bw 0.097 - 3.10 1.07 0 0 0 0 0 0 0 0 . D .1-1A0. .. 0.470 nw 15.04 14.66 0 0- 0 0 D 0 0 0 0 0 0 C 1613-30ad. 0.032 1.02 1.75 0 0 0 0 0 0 0 0 0 C- 1613-30ad _ 0.032 _- .1.02 1.75 0 0 0 0 0 0 0 0 0 C F 16A-11ad 22A-tph 0.081 1.358 2.59 43.46 6.05 0.00 110 21 913 0 484 29 1260 0 F 19A-11 csco 0.073 1.66 0.93 0 0 0 0 0 0 0 0 0 0 F. _._ 20P-11c 0.078 2.50 1.15 0 0 0 0 0 0 6 c) AED excursion -333 1 3159 Envelope loss/gain 4501 4516 1 8047 10933 12 a) Infiltration 340 102 471 1 0 142 0 b) Room ventilation 0 0 13 Internal gains: Occupants Q 230 0 0 6 1 1380 0 Appliances Q 1200 0 0 0 Subtotal (lines 6 to 13) 4840 4618 1 8518 12455 Less external load 0 0 0 0 0 0 0 Less transfer 0 0 0 0 0 Redistribution 4840 4618 8518 12455 14 15 Subtotal Dud loads 10% 10% 484 462 10% 10% 852 1245 Total room load 5324 W80 9369 369 13700 545 Air required (dm) 210 202 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. c= w.r�ghtsoR Right -Suite Residential 6.0.101 RSR20596 2007.1un-07 16:33:29 �� E.%FilesIENGLE20021Lot62KLSantaBarbaraOpt3lOp1351Lot62KLSantaBarbara0pt31opt35.rrp Calc = MJ8 0 Page 5 wrightsoft* M.-W.W. Right-J Worksheet ZONE 1 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 5-4-07 By: EJH 1 Room name LIBRARY/BDRM5 CABANABATH3 2 Exposed wall 15.0 ft 9.4 ft heat/cool 16.0 ft 9.4 ft heat/cool 3 Ceding height 0 x 15.0 ft 6.0 x 9.0 ft 4 Room dimensions ft'14 0 ft' 5 Room area 210.0 Ty Construction U-value Or HTM (Btuh/ft') Area (ft') or perimeter (ft) Load (Btuh) Area (fl') or perimeter (ft) Load (Btuh) number (Btuh/ft'---F) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy 13A-Sorb 0.129 ne 4.13 2.58 0 0 0 0 0 0 0 0 0 0 0 1A-clom 1.270 ne 40.64 59.69 0 0 0 0 0 0 0 0 0 0 0 IF--GG tAclom _ 1.270 ne_ 40.64 _ 59.69 0 0 0 _ 0 0 0 0 - _ 0 1213-0bw 0.097 ne 3.10 1.69 0 0 0 0 0 0 0 11 LG 1Acllom 1.270 ne 40.64 59.69 0 0 0 0 0 0 0 L-G 1A-tom_ _1.270 ne_ 40.64 59.69 0_ 0 0 0 0 0 0 VN 13A-5ocb 0.129 se 4.13 2.58 0 0 0 0 0 0 0 0 tAclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 0 1Aclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 1Aclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 11J0 0.600 se 19.20 18.72 0 0 0 0 0 0 0 0 0 .0 0 Vy 1213-0bw 0.097 se 3.10 1.69 0 0 0 0 0 0 0 0 1Aclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 0 1Aclom 1.270 se 40.64 75.04 0 0 0 0 0 0 0 0 0 11F------GCG VL213A-50cb IAclom 1.270 0.129 se sw 40.64 4.13 _ 75.04 2.58 .- 141 119 489 306 "66 66 272 170 lAclom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 0 0 0 1A-clom __ - .1.270 . sw_ 40.64 _ 61.02 23 0 914 1373 0 0 0 0 0 W 12B-0bw _ _ _ 0.097 sw _ 3.10 1.69 0 0 0 0 0 0 0 0 85 78 322 . 201 13A-5ocb 0.129 nw 4.13 2.58 0 0 0 0 0 0 0 0 1Aclom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 1Aclomd 1.270 nw 40.64 52.08 0 0 0 0 0 0 0 1Ac1omd 1.270 nw 40.64 52.08 0 0 0 0 7 0 284 418 IA-clom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 10A-m _ __ 1.670 nw 53.44 39.26 0 0. _0 0 0 0 0 0 VVVVyyyy 1213-0bw 0.097 nw 3.10 1.69 0 0 0 0 0 0 0 Mclom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 tAclom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 IA-clom 1.270 my 40.64 59.69 0 0 0 0 0 0 0 q 12B-0bw 0.097 - 3.10 1.07 0 0 0 0 0 0 0 0 0 `D 11A0 - - --- 0.470 nw -15.04 _ 14.66 0 0 0 0 0 0 0 0 - 0 C 16B-30ad_- .__ _ 0.032 1.02 1.75 0 0 0 0 0 0 0 0 0 C 1613-30ad _ _ 0.032 _ _ _1.02 1.75 0 .0 0 0 0 0 0 0 C - _ F- 16A-11 ad. _ _ _ 22A-tph _ 0.081 1.358 1 2.59, 43.46 6.05 _0.00 0 210 .0 15 652 0 54 16 .695 0 F _ _ 19A- 1 csrD _ 0.073 - . _ 1.66 0.93 .. --0 _ 0 0 0 0 0 0 0 0 0 0 0 F 20P-11c _ __ _ 0.078 _ - 2.50 . _-1.15 . -0 . .0 0 0 6 c) AED excursion 280 1 105 Envelope losstgain 2055 1959 1 1574 894 12 a) Infiltration 243 73 260 0 78 0 b) Room ventilation 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 0 Appliances ® 1200 1 600 0 Subtotal (lines 6 to 13) 2299 2633 1835 972 Less external load 0 0 0 0 0 0 0 Less transfer 0 0 0 0 0 Redistribution 2299 2633 1835 972 14 15 Subtotal Duct loads 10% 10% 230 263 10% 10% 183 97 Total room load 2528 2896 2018 79 1070 43 Air required (cfm) 99 115 Printout certified bV ACCA to meet all requirements of Manual J 8th Ed. w�ghtsOft Right -Suite Residential6.0.101 RSR20596 2007-Jun-07 16:33:29 Aft. E:\Files\ENGLE2002\Lot62KLSantaBarbaraOpt31op135\Lot62KLSantaBarbaraOpt31opt35.rrp Calc = MJ8 0 Page 6 wrightso Right-1 Worksheet ZONE 1 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 5-4-07 By: EJH 1 Room name KITCHEN 2 Exposed wall 25.0 ft 9.4 ft heat/cool 3 Ceiling height 16.0 x 15.0 It 4 5 Room dimensions Room area 240.0 ft' Ty Construnumber Or HTIVI UP) Load Load (Buh/ft'eF) (B uh/ft') or perimeter (ft) (Btuh) oa r perimeter r Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy�-G 13A-50cb - - 0.129 no 4.13 2.58 141 141 582 364 1Aclom 1.270 ne 40.64 59.69 0 0 0 0 0 0 0 r--G _._ _1.270 ne_,.- 40.64 _ 59.69 _ _ __ 0 -. _ WI-G _tAclom_ -.. _ 12B-0bw _. 0.097 ne 3.10 1.69 0 0 0 0 0 11 1Aclom 1.270 ne 40.64 59.69 0 0 0 1.270 ne_ - 40.64 _ 59.69 _ _ 0 _ 0 0 - 0 -1Ac1om_. __ . _ _ 13A•Socb _ 0.129 se 4.13 2.58 0 0 0 0 0 1A-ctom 1.270 se 40.64 61.02 0 0 0 IA-clom 1.270 se 40.64 61.02 0 0 0 0 1A-clom. 1.270 se 40.64 61.02 0 0 0 0 11J0__ 0.600 se_ 19.20 18.72 0 _ 0 0 0 Vy _ 12B-0bw 0.097 se 3.10 1.69 0 0 0 0 0 �- G 1Aclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 1Aclom 1.270 se 40.64 75.04 0 0 IE--GG _ 40.64 _75.04 0 _ . 0 - _1A7clom .13A-5ocb _ _._ -1.270 0.129 _se sw 4.13 2.58 0 0 0 0 0 1Ac1om 1.270 sw 40.64 61.02 0 0 0 om__ _ _ -..1.270 . sw 40.64. _ 61.02 0- 0 0 0 . w _1Ac1 _ _ . _ 0.097 sw - ._3.10 1.69 _ _ 0 .. 0 0 0 -_ .12B-0bw _ 13A-5ocb 0.129 nw 4.13 2.58 0 0 0 0 1Aclom' 1.270 nw 40.64 59.69 0 0 0 0 IA-cloi-id 1.270 nw 40.64 52.08 0 0 0 0 to-clomd 1.270 nw 40.64 52.08 0 0 0 0 IA-clom 1.270 nw 40.64 59.69 0 0 0 0 0 0 10A-m. 1.670 nw 53.44 _ 39.26 _ _ 0 0 Vy 1213-013w 0.097 nw 3.10 1.69 0 0 0 0 0 F-G 1A-clom 1.270 nw 40.64 59.69 0 0 0 FL--GG 1 A-cl om 1.270 nw 40.64 59.69 0 0 0 0 0 1 Acl om 1.270 nw, 40.64 - 59.69 0 0 0 q _ 12B-0bw 0.097 - 3.10 1.07 94 76 236 81 �O 11A0- -0.470 nw ._.15.04 _ 14.66 - 18.. 18 271 264 C 1613-30ad 0.032 1.02 1.75 0'. 0 0 0 C _ _ 1613-30ad _ 0.032 1.02. 1.75 0 0 0 0 C 0.081 2.59 _ 6.05 0 0 0 0 F . - _16A-11ad 22A->ph 1.358 . - 43.46 0.00 - 240 25 1086 0 0 0 F 0.073 1.66 0.93 0 0 _ F. _19A-711csco 20P_-11c 0.078 .- 2.50 __ -1.15 0 0 0 0 - 6 c) AED excursion -151 Envelope losstgain 2175 558 12 a) Infiltration 243 0 73 0 b) Room ventilation 13 Internal gains: Occupants ® 230 0 0 1200 Appliances Q 1200 1 Subtotal (lines 6 to 13) 24181 1831 Less external load 0 0 0 0 Less transfer 0 0 Redistribution 2418 1831 14 15 Subtotal Duct loads 10% 10% 242 183 Total room load 2660 105 2014 80 Air required (cfm) Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wnghtSC>i� Right -Suite Residential6.0.101 RSR20596 2007Jun-07 16:33:29 A&k E:\Files\ENGLE2002\Lot62KLSontaBarbaraOpt31opt35\Lot62KLSantaBarbareOpt31Opt35.rrp Calc = MJ8 0 Page 7 Project $U177n1a Job: SANTA BARBARA Pro Summary Date: 5-4-07 ZONE 2 By: EJ" Del -Air Heating, A/C, and Refrigeration, Inc. Project Information For: ENGLE HOMES LOT 62 KAY'S LANDING Notes: OPT 31 - BONUS ROOM - ATTIC TRUSS BONUS ROOM OPT 35 - BONUS ROOM - FULL BATH 4 FOR OPT 31 Design Information Weather: Orlando, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Structure 17486 Btuh Ducts 1749 Btuh Central vent (49 cfm) 1733 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load. 20967 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1759 175 Volume (ft3) 14548 14548 Air Changes/hour 0.27 0.15 Equiv. AVF (cfm) 66 35 Heating Equipment Summary Make LENNOX Trade MERIT 13 13HPX R410A HP Model 13HPX-036 Efficiency 8.2 HSPF Heating Input Heating output 0 Btuh @ 47°F Temperature rise 0 OF Actual air flow 1200 cfm Air flow factor 0.062 cfm/Btuh Static pressure 0.30 in H2O Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 44 gr/Ib Sensible Cooling Equipment Load Sizing Structure 20667 Btuh Ducts 2067 Btuh Central vent (49 cfm) 975 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.06 Equipment sensible load 23708 Btuh Latent Cooling Equipment Load Sizing Structure 1848 Btuh Ducts 1692 Btuh Central vent (49 cfm) 1462 Btuh Equipment latent load 5001 Btuh Equipment total load 28709 Btuh Req. total capacity at 0.80 SHR 2.5 ton Cooling Equipment Summary Make LENNOX Trade MERIT 13 13HPX R410A HP Cond 13HPX-036 Coil CBX32MV-036 Efficiency 14 EER Sensible cooling 28400 Btuh Latent cooling 7100 Btuh Total cooling 35500 Btuh Actual air flow Air flow factor Static pressure 0 .. -1200 cfm V,t0'30.051 cfm/Btuh 0 in.H2O Load sensible r4tito' �y`;., S Boldlitalic values have boon manually ove �dde Printout certified by ACCA to meet all requ' em�iI Ma 8th Ed. wnghtsoft Right -Suite Residential6.0.101 RSR20596 V'wo 11 2007-Jun-0716:33:29 ABM E:\Files\ENGLE2002\Lot62KLSantaBarbaraOpt310pt35\Lot62KLSentaBarbara0pt31op135.rrp Calc = MJ8 0 Page 3 System Summary Job: SANTA BARBARA Duct S Y Summary Date: 5-4-07 ZONE 2 By: EJH Del -Air Heating, A/C, and Refrigeration, Inc. Project Information For: ENGLE HOMES LOT 62 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 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.12 / 0.12 in H2O 0.585 in/100ft 1200 cfm 41 ft Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.12 / 0.12 in H2O 0.585 in/100ft 1200 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 BDRM2 h 2260 141 78 0.649 7 Ox 0 VIFx 37.0 0.0 D1 OPEN TO FOYER h 1269 79 55 0.857 5 Ox 0 VIFx 28.0 0.0 D1 BDRM4 h 1808 113 86 0.750 6 Ox 0 VIFx 32.0 0.0 D1 BONUS ROOM c 3167 117 167 1.143 7 Ox 0 VIFx 21.0 0.0 D3 BONUS ROOM -A c 3167 117 167 0.889 7 Ox 0 VIFx 27.0 0.0 D3 BONUS BATH4 h 504 31 17 1.043 4 Ox 0 VIFx 23.0 0.0 D3 MSTR BATH h 2699 168 162 0.889 7 Ox 0 VIFx 27.0 0.0 D2 MSTR BATH -A h 229 14 13 0.857 4 Ox 0 VIFx 28.0 0.0 D2 MSTR BDRM c 4706 181 248 1.043 9 Ox 0 VIFx 23.0 0.0 D2 BATH2 c 770 37 41 0.774 4 Ox0 VIFx 31.0 0.0 D1 BDRM3 h 2146 134 132 0.615 6 Ox 0 VIFx 39.0 0.0 D1 MSTR WIC h 255 16 9 1.143 4 Ox 0 VIFx 21.0 0.0 D2 MSTR WIC -A h 255 16 9 1.412 4 Ox 0 VIFx 17.0 0.0 D2 BDRM2 WIC h 288 18 8 0.585 4 Ox 0 VIFx 41.0 0.0 D1 BDRM3 WIC h 288 18 8 0.632 4 Ox0 VIFx 38.0 0.0 D1 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam Rect Duct Duct Name Type (cfm) (cfm) FIR (fpm) (in) Size (in) Material Trunk D1 Peak AVF 540 407 0.585 688 12 0 x 0 VinlFlx DLOG D2 Peak AVF 395 442 0.857 563 12 0 x 0 VinlFlx DLOG D3 Peak AVF 265 351 0.889 644 10 0 x 0 VinlFlx DLOG DLOG Peak AVF 1200 1200 0.585 679 18 0 x 0 VinlFlx wnghtsoft Right -Suite Residential 6.0.101 RSR20596 2007.1un-07 16:33:01 ,.CK E:%Files%ENGLE2002\Lot62KLSantaBarbareOpt31Opt351L0t62KLSantaB8rbaraOpl31Opt35.rrp Calc = MJ8 0 Page 2 AED Assessment Job: SANTA BARBARA Date: 5-4-07 ZONE 2 By: EJH Del -Air Heating, A/C, and Refrigeration, Inc. Project• • For: ENGLE HOMES LOT 62 KAY'S LANDING Design Conditions Location: Indoor: Heating Cooling Orlando, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF)) 32 30 18 50 Latitude: 280N Outdoor: Relative humidity (%) Heating Cooling Moisture difference (grRb) 5.7 43.6 Dry bulb (°F) 38 93 Infiltration: Daily range (OF) - 17 (M) Wet bulb (OF) - 76 Wind speed (mph) 15.0 7.5 Test for •-•Exposure Hourly Glazing Load Hour of Day ,atM / / AED" Maximum hourly glazing load exceeds average by 35.6%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 523 Btuh (PFG - 1.3*AFG) Boldliitalic values have been manuaW overridden !ti �Nn9 j ��c(jft Right -Suite Residential 6.0.101 RSR20596 2007-Jun-07 16:33:29 AME:\Files\ENGLE20021Lot62KLSantaBarbaraOpt31Opt351Lot62KLSantaBarbaraOpt31opt35.rrp Celc = MJ8 0 Page 3 TF wrightsofr Right-1 Worksheet ZONE 2 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 5.4-07 By: EJH 1 Room name ZONE 2 BDRM2 28.0 ft 2 Exposed wall 217.0 ft 8.1 ft 8.1 ft heat/cool 3 Ceiling height 16.0 x 13.0 ft 4 Room dimensions 1796.0 ft' 208.0 ft' 5 Room area Ty Construction U-value Or HTM (Btuh/ft') Area (ft') or perimeter (it) Load (Btuh) Area (it') or perimeter (ft) Load (Btuh) number (Btuh/ftA-'F) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 VN 13A-50cb 6.129 ne 4.13 2.58 0 0 0 0 0 0 0 0 0 0 0 It---1{ 1A-clom 1.270 ne 40.64 59.69 0 0 0 0 0_ 0 0_ 0_ 0_ 0 1A-clom 1213-0bw 1.270 0.097 ne ne 40.64 3.10 59,69 1.69 0 260 0 239 0 742 404 0 0 0 0 11 1Aclom 1.270 ne 40.64 59.69 5 0 195 287 0 0 0 0 1.270 ne 40.64 59.69 16 0 650 _ 955 0 0 •0 0 0 VN _1Ac1om 13A-5ocb 0.129 se 4.13 2.58 0 0 0 0 0 0 0 0 0 0 1A-c1om 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 1Aclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 0 tAclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 11 JO 0.600 0.097 se 19.20 3.10 18.72 1.69 0 372 0- 282 0 875 .0 476 113 93 289 157 VVyy �--G 12B-0bw 1Aclom 1.270 se se 40.64 61.02 40 40 1626 1317 20 20 813 659 {L-�G 1Aclom 1.270 se 40.64 75.04 30 0 1219 2251 0 0 0 0 0 1Aclom _ _ 1.270 se 40.64 _ 75.04 20 20 813 771 0 0 0 0 _ 13A-5ocb 0.129 sw 4.13 2.58 0 0 0 0 0 0 0 0 0 0 0 G IA-clom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 0 0 �----G AA-clom__ . _ 1.270 0.097 sw 40.64 3.10 61.02 1.69 0 316 0. 316 0 981 533 113 113 351 191 W_. 12B-0bw ____ 13A-50cb 0.129 sw nw 4.13 2.58 0 _. 0 0 0 0 0 0 0 1A-clom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 0 0 0 to-clomd 1.270 nw 40.64 52.08 0 0 0 0 0 0 0 to-ctomd 1.270 nw 40.64 52.08 0 0 0 0 0 0 0 0 1Aclom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 0 0 - VVyy 10A-m _ 1vb2B-0bw 1.670 0.097 nw nw 53.44 3.10 39.26 1.69 0_ 397 0 315 0 978 0 532 0 0 0 0 1Aclom 1.270 nw 40.64 59.69 16 0 650 955 0 0 0 0 0 1Aclom 1.270 nw 40.64 59.69 60 0 2438 3582 0 0 0 0 0 1Aclom 1.270 nw 40.64 59.69 _ 6 0 244 358. 0 0 0 q 12B-0bw 0.097 - 3.10 1.07 0 0 0 0 0 0 0 0 0 0 L-D C 11A0 1613-30ad 0.470 0.032 nw 15.04 1.02 14.66 1.75 0 1796 0 1796 0 1839 0 3144 0 208 208 213 364 C 1613-30ad 0.032 .1.02 1.75. 55 55 56 96 ... 0 0 0 0 0 0 C 16A-11ad 0.081 2.59 6.05 413 413 1070 2499 0 0 .. 0 F 22A-Th 1.358 43.46 0.00 0 0 0 35 0 20 0 0 0 0 0 0 0 F F 19A- 1cscD 20P-11 c 0.073 0.078 1.66 2.50 0.93 1.15, 21 302 0 . 0 754 346 0 0 0 0 6 c) AED excursion 523 1 -146 Envelope loss/gain 15166 19048 1 1665 1224 12 a) Infiltration 2319 699 390 0 117 0 b Room ventilation 0 0 13 Internal gains: Occupants @ 230 4 920 0 01 U Appliances @ 1200 0 0 0 Subtotal (lines 6 to 13) 17486 20667 2055 1342 Less external load 0 0 0 0 0 0 0 Less transfer 0 0 0 0 0 Redistribution 17486 2066 7 2055 1342 14 15 Subtotal Duct loads 10% 10% 1749 2067 10% 10% 205 134 Total room load 19234 22733 2260 141 1476 78 Air required (cfm) 1200 1200 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -07 16:33:29 wtnghtsQft Right -Suite Residential 6.0.101 RSR20596 2007Jun �* E:\Files\ENGLE2002\Lot62KLSantaBarbaraOpt31Op135\Lot62KLSentaBarbaraOpt31opt35.rrp Calc = MJB 0 Page 8 + wrightsa Right-1 Worksheet ZONE 2 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 5-4-07 By: EJH 1 Room name OPEN TO FOYER BDRM4 2 3 Exposed wall Ceiling height 7.0 ft 8.1 ft heat/cool 21.0 ft 8.1 ft heat/cool 4 Room dimensions 7.0 x 13.0 ft 14.0 x 14.0 ft 5 Room area 91.0 ft' 196.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/W'F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 Vy 13A-5ocb 0.129 ne 4.13 2.58 0 0 0 0 0 0 0 0 0 ;EGG 1Actom 1.270 .ne 40.64 59.69 0 0 0 0 0 0 0 0 0 0 1Aclom 1.270 ne 40.64 _. 59.69 0 0 0 0_ 0 .. :- 0 0 12B-Obw 0.097 ne 3.10 1.69 0 0 0 0 0 0 0 0 11 F-G 1Aclom 1.270 no 40.64 59.69 0 0 0 0 0 0 0 0 _1Actom, __ 1.270 ne_ _ 40.64 59.69 . 0 .. 0 0 0 0 .0 0 0 13A-5ocb 0.129 se 4.13 2.58 0 0 0 0 0 0 0 0 1A-ctom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 IA-ciom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 0 1Actom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 Vy _11J0__ 12B-0bw _ 0.600 0.097 _se se 19.20 3.10 _ _18.72 1.69 0_ 57 0 37 - 0 115 0 62 0 97 77 239 130 I{L-��G 1 Acl om 1.270 se 40.64 61.02 0 0 0 0 20 20 813 0 659 0 1Aclom 1.270 se 40.64 75.04 0 0 0 0 0 0 0 0 0 tAclom_ 1.270 se 40.64 . 75.04 _ _. 20_ ._ 20 813 - 771_ .0 .. V �J�-G _ 13A-5ocb 0.129 - sw 4.13 2.58 0 0 0 0 0 0 0 0 0 0 6 IA-ctom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 0 _1Aclom_ ._ 1.270 sw 40.64 61.02 0_ 0 0 0 .. 0 .0 0 W 12B4Obw 0.097 sw 3.10. 1.69 _0 0 . 0 .. 0 0 0. 0 0 0 13A-5ocb 0.129 nw 4.13 2.58 0 0 0 0 0 0 0 0 1A-clom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 0 to-clomd 1.270 nw 40.64 52.08 0 0 0 0 0 0 0 to-ctomd 1.270 nw 40.64 52.08 0 0 0 0 0 0 0 0 tAclom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 0 0 10A-m 1.670 nw_ 53.44 39.26 . 0 ..- 0 0 ,. 0 0 0 0 0 VVVyyy 12B-0bw 0.097 nw 3.10 1.69 0 0 0 0 0 0 0 0 1Actom 1.270 nw 40.64 59.69 0 0 0 0 0 0 1Actom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0. 0 1A-ctom 1.270 nw 40.64 _ 59.69 _ 0 0 0 0 0 0 0 0 F( 12B-0bw 0.097 - 3.10 1.07 0 0 0 0 0 0 0 0 ' D C -11 A0 - - 1613-30ad 0.470 0.032 nw. . 15.04 1.02 . 14.66 1.75 _. 0 91 0 91 0 93 0 159 0 196 .196 _ 201 343 C ..� _1613-30ad . 0.032 .-- _1.02 _1.75 _ 0 0 0 0 0 0 0 73 0 73 0 189 0 442 C 16A-1lad _ 0.081 2.59 6.05 0 0 0 0 0 0. 0 0 F. _ 22A-tph 1.358 0.073 43.46. ..0.00 0.93 _ 0 21 0 0 35 20 0 0 0 0 F F , _ . 19A-11csco .20P-11 c .. _ 0.078 _ - . _1.66 2.50.. 1.15 _ _ . _ 0 0 0 _ 0 14 0 35 16 6 c) AED excursion -102 _161 Envelope loss/gain 1056 910 1477 1428 12 a) Infiltration 98 30 167 0 50 0 b Room ventilation 0 0 13 Internal gains: Occupants ® 230 0 0 0 0 0 Appliances Q 1200 0 0 0 Subtotal (lines 6 to 13) 1154 940 1644 1479 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 14 Redistribution Subtotal 1154 940 1644 1479 1151 Duct loads 10% 10% 115 94 10% 10% 164 148 Total room load 1269 1034 1808 113 1627 86 Air required (cfm) 79 55 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. t wrfaghtsoft Right -Suite Residential 6.0.101 RSR20596 2007 Jun-07 16:33:29 AM* E:1Files%ENGLE20021Lot62KLSantaBarbaraOpt31Opt351Lot62KLSentaBarbarsOpt31Opt35.rrp Calc = MJ8 0 Page 9 -1# wNghtoft soti' Right-J Worksheet ZONE 2 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 5.4-07 By: EJH 1 Room name BONUS ROOM BONUS BATH4 2 Exposed wall 55.0 ft 8.1 ft heat/cool 7.0 ft 8.1 ft heat/cool 3 Ceding height x 21.0 ft 7.0 x 13.0 ft 4 Room dimensions �12.0 252.0 ft 91.0 ft2 5 Room area Ty Or HTM (Btu ft) orea Perimeter (ft) Load (Btuh) Area 2) or perimfteter (ft) Load (Btuh) numberctlon (BtUuh%ft'eF) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy 13A-5ocb 0.129 ne 4.13 2.58 0 0 0 0 0 0 0 0 0 0 0 0 FL-CG tAclom 1.270 ne 40.64 59.69 0 0 0 0 0 0 0 0 0 0 1A-clom_ 1.270 _ne_ - 40.64 59.69 0 0 0 0 0 57 _ 57 _. 177 96 12B•Obw 0.097 ne 3.10 1.69 0 0 0 0 0 0 0 11 1Aclom 1.270 ne 40.64 59.69 0 0 0 0 0- 0 0 _1Aclom_-_ ..__ _ __ 1.270 _ne _. 40.64. _ 59.69_ ._ __ 0 0 0 0 0 0 0 0 13A-50cb 0.129 se 4.13 2.58 0 0 0 0 0 0 0 0 1A-c m 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 0 1A-ctom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 1A-clom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 _ .11J0 . _ _ _0.600 0.097 _se_. se 19.20 3.10 _ 18.72 1.69 _ 0 105 75 233 127 _0 0 _ 0 _ 0 0 1213-0bw tAclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 0 0 0 1Aclom 1.270 se 40.64 75.04 30 0 1219 2251 0 0 0 0 1Aclom _ __._1.270 _ se_ 40.64 _ _ 75.04 0 0 0 0 0 0 0 V ►/ 13A-5ocb 0.129 sw 4.13 2.58 0 0 0 0 0 0 0 0 0 6 1A-clom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 0 1Actom 1.270 . sw 40.64 61.02 0 0 0 0 0 . -0 0 _ 0 0 W 12B-0bw _ 0.097 sw .3.10 1.69 0_ 0 0 0 0 0 0 13A-5ocb 0.129 nw 4.13 2.58 0 0 0 0 0 0 0 0 1Actom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 tAclomd 1.270 nw 40.64 52.08 0 0 0 0 0 0 0 1Aclomd 1.270 nw 40.64 52.08 0 0 0 0 0 0 0 0 1Ac1om 1.270 nw 40.64 59.69 0 0 0 0 0 0. 0 0 0 0 10A-m 1..670 nw 53.44 39.26 0 0 0 0 0 0 0 1y 12B-0bw 0.097 nw 3.10 1.69 0 0 0 0 0 0 0 0 t-G 1A-ctom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 1Ac1om 1.270 nw 40.64 59.69 0 0 0 0 0 0_ 0 0 1 Act om 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 q 12B-0bw 0.097 - 3.10 1.07 0 0 0 0 0 0 0 0 0 0 �--D 1.1A0- 0.470 0.032 nw 15.04 1.02 14.66 1.75 0 252 0 252 258 - 441 91 91 93 159 C_. -_ _ C 1613_30ad _ _ _ 0.032 _ - __ _1.02 . 1.75 0 _ 0 0 0 . 0 0 _ 0 0 0 _ C -16B-30ad_ 16A-11 ad 0.081 - 2.59 6.05 340 340 881 2057 0 0 0... 0 0 0 F __ 22A7ttpph _ 1.358 43.46 0.00 0 0 0 0 0 0 0 0 0 0 0 0 F F_ 19A-11 csco 20P-11c 0.073 0.078 _- _ - 1.66 2.50 0.93 _ 1.15 0- 252 0 629 289 36 0 90 41 79 1 -32 6 c) AED excursion Envelope loss/gain 3220 5244 1 360 265 12 a) Infiltration 181 0 55 0 98 1 0 30 0 b) Room ventilation 13 Internal gains: Occupants Q 230 2 460 0 0 0 0 Appliances ® 1200 0 0 Subtotal (lines 6 to 13) 3401 5758 458 294 Less external load 0 0 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 3401 5758 446 229 14 Subtotal 10% 340 576 10% 10% 6 15 Duct loads 10% Total room load 3742 6334 504 31 324 17 Air required (cfm) 233 334 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr,tgl�tScsft Right -Suite Residential6.0.101 RSR20596 2007-1un-07 16:33:29 ,495CA E:\Files\ENGLE2002\1 ot62KLSantaBarbaraOpt31Opt35\Lot62KLSantaBarbaraOpt3lOpt35.rrp Calc = MJ8 0 Page 10 wriightsoft- Right-1 Worksheet ZONE 2 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 5-4-07 By: EJH 1 Room name MSTR BATH MSTR BDRM 2 3 Exposed wall Ceiling height 28.0 ft 8.1 It heal/cool 18.0 ft 8.1 It heat1cool 4 Room dimensions 12.0 x 15.0 ft 18.0 x 20.0 ft 5 Room area 180.0 W 360.0 ft' Ty Construction U-value Or HTM Area (ft') 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 Gross N/P/S Heat I Cool 6 Vy 13A-5ocb 0.129 ne 4.13 2.58 0 0 0 0 0 0 0 0 1Actom 1.270 ne 40.64 59.69 0 0 0 0 0 0 0 0 0 0 0 tF---GG 1A-ctom__ 40.64 59.69 0 0 0 0 . 0 __ ._ _ _ _ 12B-0bw _ ----1.270 0.097 .ne ne _ 310 1.69 130 109 339 184 0 0 0 0 0 11 u 1Aclom 1.270 ne 40.64 59.69 5 0 195 287 0 0 0 0 tAclom_ _ ._ __ 1.27Q - no. 40.64 59.69 16 0 650 955 0 0 _ - _ 0, 0 13A-5ocb 0.129 se 4.13 2.58 0 0 0 0 0 0 0 0 0 0 0 ,A-clom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 1AcIom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 1Aclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0_ 0 0 _11J0___ _.. __ _.0.600 .se 19.20 18.72 0 0 0 0 0 0 0 0 Vy 1213-0bw 0.097 se 3.10 1.69 0 0 0 0 0 0 0 0 F--G tAclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 0 0 1Aclom 1.270 se 40.64 75.04 0 0 0 0 0 0 0 0 1Ac1om . _ _ . _ 1,270 _se - 40.64 75.04 -0 0 0 _ 0 0 0 0 13A-5ocb 0.129 sw 4.13 2.58 0 0 0 0 0 0 0 1A=cIom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 _V-G _2 _tActom_ 1.270 sw 40.64 . .61.02 0 - 0 0 0 . 0 _ . .. 0 0 W _ .12B-0bw .. _. 0.097 sw 3.10 1.69 0 0 0 0 0 0 0 0 13A-5ocb 0.129 nw 4.13 2.58 0 0 0 0 0 0 0 0 0 0 tActom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 1A-clomd 1.270 nw 40.64 52.08 0 0 0 0 0 0 0 1Aclomd 1.270 nw 40.64 52.08 0 0 0 0 0 0 0 0 IA-clom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 0 VVVyyy 10A7m. _ . - .. 12B-0bw _ 1.670 0.097 _nw nw 53.44 3.10 . 39.26 1.69 0 97 0- 81 0 251 -0, 137 _ 146 106 329 _ _ 179 1Ac1om 1.270 nw 40.64 59.69 16 0 650 955 0 0 40 0 0 0 1626 0 2388 1Ac1om 1.270 nw 40.64 59.69 0 0 0 0 0 0 0_ 0 0 1 Acl orn 1.270 -nw 40.64 _ 59.69 0 0 0 0 0 0 0 q 12B-0bw 0.097 - 3.10 1.07 0 0 0 0 0 0 `D C 1.1A0__ _ 1613-30ad _ ._ 0.470 0.032 _nw - 15.04 1.02 14.66 1.75 0 180 0 180 0 184 0 315 360 -0 360 - _ 369 .630 C 16B-30ad_ _ 0.032 _. 1.02 _1.75 0 0 0 0 _ 55 _55 _ _._.56 96 C 16A-11ad. 0.081 r 2.59 6.05 0 0 0 0_ 0 0 0 0 _ F. 22A-tph. 1.358 - 43.46 0.00 0 0 0 .0 0. 0 0 0 0 0 0 0 F 19A-1 l csco 0.073 1.66 0.93 0 0 0 0 0 0 0 0. 0 0 F_ 20P_-11c _ 0.078 2.50 1.15 0 0 .. 6 c) AED excursion -164 1 680 Envelope losstgain 2270 2669 1 2380 3973 12 a) Infiltration 391 118 252 1 0 76 0 b Room ventilation 0 0 13 Internal gains: Occupants Q 230 1 230 1 230 0 Appliances Q 1200 0 0 01 Subtotal (lines 6 to 13) 2662 3017 2631 4279 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 14 Redistribution Subtotal 0 2662 0 3017 2631 4279 15 Dud loads 10% 10% 266 302 10% 10% 26 3 428 Total room load 2928 3318 L2894 181 4706 248 Air required (dm) 183 175 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. c we7ghtSOfit Right -Suite Residential 6.0.101 RSR20596 2007-Jun-0716:33:29 CAd& E:\Files\ENGLE2002\Lot62KLSontaBarbara0pt31Opt351Lot62KLSantaBorbara0pt31opt35.rrp Calc = MJ8 0 Page 11 + Wrightsoft' u. ry..m Right-1 Worksheet ZONE 2 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 5-4-07 By: EJH 1 Room name BATH2 BDRM3 2 3 Exposed wall Ceding height 6.0 ft 8.1 ft heat/cool 26.0 ft 8.1 ft heat/cool 4 Room dimensions 6.0 x 13.0 ft 13.0 x 14.0 ft 5 Room area 78.0 ft' 182.0 ft' Ty Construction number U-value (Btuh/ft'--'F) Or HTM (Btu ft') Area (ft') or perimeter (ft) Load (Btuh) Area (ft') or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-Sorb 0.129 ne 4.13 2.58 0 0 0 0 0 0 0 0 1Aclom 1.270 ne 40.64 59.69 0 0 0 0 0 0 0 0 0 0 0 _1A-c1om_ _ _ _. __ __ _ _1.270 ne. 40.64 59.69 _ _ _ _0__ 0 0 _0 _0 0 0 - 0 0 12B-0bw 0.097 ne 3.10 1.69 0 0 0 0 0 0 0 11 IA-clom 1.270 ne 40.64 59.69 0 0 0 0 0 0 0 0 _tAclom_ - _ 1.270 _ne 40.64 . _59.69 _0 .0 0 0 0 0 0 . _ _ 0 0 13A-5ocb 0.129 se 4.13 2.58 0 0 0 0 0 0 0 0 1A40om 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 0 1Aclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 0 tAclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 _11J0__ - ._ __ _0.600 se_ 19.20 18.72 . 0- 1.0 _ 0 0 0 _ 0 _ 0 Vy�--G 12B-0bw 0.097 se 3.10 1.69 0 0 0 0 0 0 0 lAclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 4-G 1Ac1om 1.270 se 40.64 75.04 0 0 0 0 0 0 0 I__.G 1Aclom__.._ _ _ 1.270 se 40.64 75.04 0 . 0 0 0 0 _ _0 0 0 13A-5ocb 0.129 sw 4.13 2.58 0 0 0 0 0 0 0 to=clom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 0 . 1 A-c1 om. _ . __ _ ... 1.270 sw 40.64 61.02 0 _ . -0 0 0 0 0 0 105 105 . _ .. .. 326 177 W. .. 12BrObw _ _ 0.097 .sw 3.10 1.69 _ 0 . _0 0 0 0 .. 0 0 13A-5ocb 0.129 nw 4.13 2.58 0 0 0 0 0 0 0 0 to-ctom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 1Actomd 1.270 nw 40.64 52.08 0 0 0 0 0 0 0 1Aclomd 1.270 nw 40.64 52.08 0 0 0 0 0 0 0 1Actom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 0 VL�12B-0bw 10A-m. _- ___ . _ . 1.670 0.097 _nw- nw 53.44 3.10 39.26 1.69 0 49 0 43 0 133 0 73 105 85 _ ._ 264 143 tAclom 1.270 nw 40.64 59.69 0 0 0 0 0 0 20 0 0 0, 813 0 1194 1 Act om 1.270 nw 40.64 59.69 0 0 0 358 0-, 0 0 0 1Aclom 1.270 nw, 40.64 59.69 _6 0 244 _ . _ 0 0 0 q 12B-0bw 0.097 - 3.10 1.07 0 0 0 0 0 0 0 0 �--D C A 1A0 - -- 16B-30ad 0.470 0.032 nw 15.04 1.02 14.66 1.75 0- 78 0 78 0 80 0. .137 0 _ 182 .182 186 319 C ._ _16B-30ad___ 0.032 1.02 _ 1.75 0 . _ 0 -0 _ 0 . 0- 0 0 0 C 16A-11ad 0.081_ 2.59 6.05 0 0 0 0 0 _0 ._ 0 0 F _ 22A-tph _- . _ _1.358 . _- 43.46 0.00 0 _ 0 0 0 0 0 0 _ . 0 0 . 0 0 F - 19A-1 l csco __ 0.073 - 1.66 0.93 0_ 0 0 0- 0 0 0 0- 0 0 F 20P-11 c _ _ . _ _ _ _ 0.078 . -. 2.50 _ 1.15 _ 0 0 0 6 c) AED excursion 108 326 Envelope losstgain 457 675 1589 2159 12 a) Infiltration 84 25 362 0 109 0 b Room ventilation 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 0 Appliances Q 1200 0 0 0 Subtotal (lines 6 to 13) 542 700 1951 2268 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 Redistribution 0 542 700 1951 2268 14 15 Subtotal Duct loads 10% 10% 54 70 10% 10% 195 227 Total room load 596 7 00 2146 2495 Air required (cfm) 37 41 134 132 Printout certified by ACCA to meet all requirements of Manual J 8lh Ed. �= anirxghXsOfC Right -Suite Residential6.0.101 RSR20596 2007-Jun-07 16:33:29 ��` E:%Files%ENGLE2002\Lot62KLSantaBarbaraOpt31Opt35tLot62KLSantaBarbaraOpt31Opt35.rrp Calc = MJB 0 Page 12 IF wrightsoft~ e..r+wd Right-.l Worksheet ZONE 2 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 5-4-07 By: EJH 1 Room name MSTR WIC BDRM2 WIC 2 Exposed wall 9.0 ft 8.1 ft heat/cool 6.0 ft 8.1 ft heat/cool 3 Ceiling height 12.0 x 9.0 ft 5.0 x 5.0 it 4 Room dimensions ft' 25.0 ft 5 Room area 108.0 Ty Construction U-value 'F) Or HTM (Btuh/ft') Area (it') or perimeter (ft) Load (Btuh) Area (it') or perimeter (it) Load (Btuh) number (Btuh/ft? Heat Cool Gross N/P/S Heat I Cool Gross N/P/S Heat Cool 6 13A-5ocb 0.129 ne 4.13 2.58 0 0 0 0 0 0 0 0 0 0 1Ac1om 1.270 ne 40.64 59.69 0 0 0 0 0 0 0 0 0 0 . _1Ac1om_ _ _ _ 1.270 ne 40.64 59.69 _ _ 0 __. 0 0 0 _ 0 0 0 0 12B-0bw 0.097 ne 3.10 1.69 73 73 227 123 0 0 0 0 11 �--G 1Aclom 1.270 ne 40.64 59.69 0 0 0 0 0 0 0 ]AcIom_ .. _ _ 1.270 no 40.64 59.69 0 0 0 0 0 0 0 _ _ VNI 13A-5ocb 0.129 se 4.13 2.58 0 0 0 0 0 0 0 0 0 0 tAclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 to-clom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 1A-clom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 0 _1.1J0 _. _. _. 0.600 _se 19.20 18.72 __.. 0- 0 0 0 0 0 0 0 0 Vy 12B-0bw 0.097 se 3.10 1.69 0 0 0 0 0 0 0 1Aclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 0 IIE------CCCi;; 1Aclom 1.270 se 40.64 75.04 0 0 0 0 0 0 IA-c1om . 1.270 se 40.64 75.04 0. 0, 0_ 0 0 0 0 VU13A-50cb 0.129 sw 4.13 2.58 0 0 0 0 0 0 0 0 1A-clom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 0 1A-clom_ 1.270 sw 40.64 61.02 _ .. _ 0 0 0 0 0 0 -0 49 49 152 83 W. 12B-0bw 0.097 sw 3.10 1.69 0 0 0 0 0 0 0 13A-50cb 0.129 nw 4.13 2.58 0 0 0 0 0 0 0 0 0 ,A-ctom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 1A-ctomd 1.270 nw 40.64 52.08 0 0 0 0 0 0 0 0 1A-ctomd 1.270 nw 40.64 52.08 0 0 0 0 0 0 0 1Actom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 0 0 10A-m 1.670 nw 53.44 39.26 _ 0_ 0 0 0 0 0 0 Vy 12B-0bw 0.097 nw 3.10 1.69 0 0 0 0 0 0 0 I---G 1Aclom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 tAclom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 II_GG 1Actom_ 1.270 nw 40.64 59.69 0, 0. 0 0 0, 0 0 q 1213-0bw 0.097 - 3.10 1.07 0 0 0 0 0 0 0 0 0 l---D -1.1A0. __- .. _ _.._ 0.470 0.032 nw 15.04 1.02 14.66 1.75 0 108 .. 0 108 . 0 111 0 189 0 25 25 26 44 C C 16B-30ad _ _ _ .0.032 1.02 1.75 0- _0 . _.. 0 0 0 0 _. .. 0 . 0 C -16B-30ad__ __ 16A-11 ad 0.081 2.59 6.05 0 0 0 0 0 0 0 0 0 0 0 F 22A-. h 1.358 .- 43.46 0.00 0 __. 0 0. 0 0 0 0 0 0 0 0 F 19A-llMet) .. 0.073 1.66 0.93 0_ 0 0 0 0 0- 0 0 0 0 F 20P-11c ._ _ 0.078 2.50 1.15 .. 6 c) AED excursion -34 1 -15 Envelope loss/gain 337 278 178 112 12 a) Infiltration 126 38 84 0 25 0 b Room ventilation 0 0 13 Internal gains: -Occupants Q 230 0 0 0 0 0 Appliances ® 1200 0 0 0 Subtotal (lines 6 to 13) 463 3161 262 137 Less external load 0 0 0 0 0 0 0 Less transfer 0 0 0 0 0 Redistribution 463 316 262 13 7 14 15 Subtotal Duct loads 10% 10% 46 32 70% 10% 26 14 Total room load 509 347 288 18 151 8 Air required (cfm) 32 18 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. • c= wtnc�ti->+ssofi Right -Suite Rasidential6.0.101 RSR20596 2007-Jun-07 16:33:29 E:\Files\ENGLE2002\Lot62KLSentaBarbaraOpt31Opt35\Lo162KLSontaBarbaraOpt31Opt35.rrp Celc = MJ8 0 Page 13 J. wrightsoft- Right-1 Worksheet ZONE 2 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 5-4-07 By: EJH 1 Room name BDRM3 WIC 2 3 Ex sed wall Ce ling height 6.0 ft 8.1 ft heat/cool 4 Room dimensions 5.0 x 5.0 ft 5 Room area 25.0 ft' Ty Construction U-value Or HTM Area (W) Load Area Load number (13tuh1ft'--'F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter Heat Cooi Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy 13A-Socb 0.129 no 4.13 2.58 0 0 0 0 1Ac16m 1.270 ne 40.64 59.69 0 0 0 0 L�---GG IA-clom.. 1.270 ne 40.64 59.69 - _ 0 0 -0- w 1213-0bw _ _ . 0.097 no 3.10 1.69 0 0 0 0 11 f-G 1Aclom 1.270 ne 40.64 59.69 0 0 0 0 1Aclom .1.270 . ne_ - 40.64 59.69 0 0-- 0 _ _0 _ VN 13A-5ocb 0.129 se 4.13 2.58 0 0 0 0 1Actom 1.270 se 40.64 61.02 0 0 0 0 1Ac1om 1.270 se 40.64 61.02 0 0 0 0 IA-clom 1.270 se 40.64 61.02 0 0 0 0 11J0 _ 0.600 _se. 19.20 _-18.72 _0 0 0 0 __ _ ___ _ __ se 1.02 0 0 0 0 Xclom 1Ac1om 1.270 1.270 se 0.10 40.64 61.02 0 0 0 0 0 0 1Actom 1.270 se 40.64 75.04 0 0 1.270 40.64 75.04 - - 0 0 0 _ _ 0 - - -1Ac1om-- --- - 13A-5ocb - 0.129 _se_ sw _. 4.13 2.58 0 0 0 0 1Aclorn 1.270 sw 40.64 61.02 0 0 0 0 .. 1.270 _sw_ 40.64 ..61.02 _. 0 0 0 _ _ __0 _ W-_-_ .1A-c1om__ -- 12B70bw-__-- 0.097 sw 3.10 - 1.69 49 49 152 83 _. - 0.129 nw 4.13 2.58 0 0 0 0 I3A-5ocb Actom 1.270 nw 40.64 59.69 0 0 0 0 to-ctomd 1.270 nw 40.64 52.08 0 0 0 0 1A-ctomd 1.270 nw 40.64 52.08 0 0 0 0 1Actom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0- 10A-m_ 1.670 nw 53.44 - 39.26 0 _ _ 12B-0bw 0.097 nw 3.10 1.69 0 0 0 0 1Aclom 1.270 nw 40.64 59.69 0 0 0 0 [-�G 1Aclom 1.270 nw 40.64 59.69 0 0 0 0 1Aclom 1.270 nw 40.64 59.69 0 0 0 0 1213-0bw 0.097 - 3.10 1.07 0 0 0 0 1.1 A0 -- 0.470 . nw 15.04 .14.66 0 0 - 0 0 C 1613-30ad 0.032 1.02 1.75 25 25 26 44 _ C _ _1613-30ad_ _ . _0.032 _1.02 1.75 0 - 0 0 . 0 - C_ 0.081 2.59 6.05 0 0 0 0 F _ _16A-11ad 22A-tph- 1.358 43.46 0.00 0 _ 0 .. 0 0 0 0 - - F 19A-11 cscD 0.073 1.66 0.93 0 0 _ F. _ _ 20P-11c . . _ _. 0.078 _- 2.50 1.15 0 0 0 0 _ 6 c) AED excursion -15 Envelope loss/gain 178 112 12 a) Infiltration 84 25 b Room ventilation 0 0 13 Internal gains: Occupants ® 230 0 0 Appliances Q 1200 0 0 Subtotal (lines 6 to 13) 262 137 Less external load 0 0 Less transfer 0 0 Redistribution 0 262 0 137 14 15 Subtotal Duct loads 10% 10% 26 14 Total mom load 288 151 Air required (cum) 18 8 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Aftwr4ght5oft Right -Suite Residential6.0.101 RSR20596 2007Jun-0716:33:29 . E:\Files\ENGLE2002\Lot62KLSantaBarbaraOpt31opt35\Lot62KLSantaBarbaraOpt31Opt35.rrp Calc = MJ8 0 Page 14 FORM 60OA-2004R EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: SantaBarbara0pt34Bns , 3 5 i - is Builder: ENGLE HPMES Address: 31 25 K_ b�a�►-� � � Permitting Office: 54AA-f F- City, State: Permit Number: 07-202� Owner: /e femme-y Jurisdiction Number: (c91 SO d Climate Zone: Central 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 (W) 3362 W _ 7. Glass type I 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) 575.3 ft' b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 575.3 ft' 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 189.0(p) ft _ b. Raised Wood, Adjacent R=11.0, 512.Oft' _ c. N/A - 9. Wall types a. Frame, Wood, Exterior R=11.0, 1514.0 ft' _ b. Concrete, Int Insu1, Exterior R=5.0, 1104.7 ft' _ c. Frame, Wood, Adjacent R=11.0, 294.0 ft' _ d. N/A - e. N/A - 10. Ceiling types - a. Under Attic R=30.0, 2044.0 ft' b. Under Attic R=30.0, 55.0 ft' _ c. N/A - I1. Ducts - a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft b. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft _ 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.17 Total as -built points: 36141 PASS Total base points: 37173 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. n PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: 730 -1 Review of the plans and specifications covered by thi calculation indicates compli, with the Florida Energy Codi Before construction is comp) this building will be inspecte compliance with Section 55; Florida Statutes. BUILDING O FICZ L: DATE: G? /I � . 1 Predominant glass type. For actual glass type and areas, see Summer & winter uiass output on pages caw. EnergyGauge@ (Version: FLRCSB v4.5) Cap: 41.5 kBtu/hr _ SEER:14.00 _ Cap: 35.5 kBtu/hr _ SEER: 14.00 Cap: 41.5 kBtu/hr _ HSPF:8.50 _ Cap: 35.5 kBtu/hr _ HSPF: 8.20 Cap: 50.0 gallons _ EF: 0.90 MZ-C, MZ-H _ ir. FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BSPM = Points Overhang .18 Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 3362.0 24.35 14736.0 1.Single, Clear W 1.4 16.9 33.0 57.68 1.00 1895.0 2.Single, Clear N 1.4 15.9 28.0 30.19 0.99 840.0 3.Single, Clear W 5.0 10.0 9.0 57.68 0.74 383.0 4.Single, Clear E 1.4 15.9 39.0 63.97 0.99 2481.0 5.Single, Clear S 1.4 12.9 7.0 48.22 0.99 333.0 6.Single, Clear S 1.4 15.9 39.0 48.22 0.99 1864.0 7.Single, Clear E 10.0 9.3 20.0 63.97 0.51 655.0 8.Single, Clear E 10.0 9.3 64.0 63.97 0.51 2097.0 9.Single, Clear E 10.0 9.3 64.0 63.97 0.51 2097.0 10.Single, Clear N 1.4 14.9 23.0 30.19 0.99 690.0 11.Single, Clear E 10.0 4.3 7.0 63.97 0.38 172.0 12.Single, Clear W 5.0 5.2 20.0 57.68 0.55 636.0 13.Single, Clear W 5.0 6.6 20.0 57.68 0.61 705.0 14.Single, Clear W 1.4 5.2 30.0 57.68 0.90 1559.0 15.Single, Clear S 1.4 2.5 7.0 48.22 0.66 224.0 16.Single, Clear S 1.0 8.0 16.0 48.22 0.98 755.0 17.Single, Clear E 1.4 4.2 16.0 63.97 0.85 869.0 18.Single, Clear W 1.4 5.2 20.0 57.68 0.90 1039.0 19.Single, Clear E 1.4 5.2 40.0 63.97 0.90 2310.0 20.Single, Clear E 1.4 3.2 7.0 63.97 0.77 344.0 21.Single, Clear E 1.4 5.2 20.0 63.97 0.90 1155.0 22.Single, Clear W 5.0 16.9 33.0 57.68 0.88 1672.0 23.Single, Clear W 5.0 17.8 13.3 57.68 0.89 685.0 As -Built Total: 575.3 25460.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 294.0 0.70 205.8 1. Frame, Wood, Exterior 11.0 1514.0 1.90 2876.6 Exterior 2618.7 1.90 4975.5 2. Concrete, Int Insul, Exterior 5.0 1104.7 1.00 1104.7 3. Frame, Wood, Adjacent 11.0 294.0 0.70 205.8 Base Total: 2912.7 5181.3 As -Built Total: 2912.7 4187.1 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 20.0 4.80 96.0 2.Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 139.2 EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2044.0 2.13 4353.7 1. Under Attic 30.0 2044.0 2.13 X 1.00 4353.7 2. Under Attic 30.0 55.0 2.13 X 1.00 117.2 Base Total: 2044.0 4353.7 As -Built Total: 2099.0 4470.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 189.0(p) -31.8 -6010.2 1. Slab -On -Grade Edge Insulation 0.0 189.0(p -31.90 -6029.1 Raised 512.0 -3.43 -1756.2 2. Raised Wood, Adjacent 11.0 512.0 1.80 921.6 Base Total: -7766.4 As -Built Total: 701.0 -5107.5 INFILTRATION Area X BSPM = Points Area X SPM = Points 3362.0 14.31 48110.2 3362.0 14.31 48110.2 Summer Base Points: 64739.7 Summer As -Built Points: 77259.9 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 41500btuh ,SEER/EFF(l4.0) Ducts:Unc(S).Unc(R),Int(AH),R6.0(INS) 77260 0.54 (1.09 x 1.150 x 0.85) 0.244 0.950 10298.0 (sys 2: Central Unit 35500btuh ,SEER/EFF(14.0) Ducts:Unc(S).Unc(R),Int(AH),R6.0(INS) 77260 0.46 (1.09 x 1.150 x 0.85) 0.244 0.950 8809.2 64739.7 0.3250 21040.4 1 77259.9 1.00 1.069 0.244 0.950 19107.2 EnergyGaugeTM DCA Form 60OA-2004R EnergyGauge&FIaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC 15.Single, Omt Len Hgt Area X WPM X WOF = Point .18 3362.0 9.11 5513.0 1.Single, Clear W 1.4 16.9 33.0 13.25 1.00 436.0 2.Single, Clear N 1.4 15.9 28.0 15.07 1.00 421.0 3.Single, Clear W 5.0 10.0 9.0 13.25 1.04 124.0 4.Single, Clear E 1.4 15.9 39.0 12.37 1.00 484.0 Clear S 1.4 12.9 7.0 9.90 0.99 68.0 6.Single, Clear S 1.4 15.9 39.0 9.90 1.00 384.0 7.Single, Clear E 10.0 9.3 20.0 12.37 1.18 290.0 8.Single, Clear E 10.0 9.3 64.0 12.37 1.18 931.0 9.Single, Clear E 10.0 9.3 64.0 12.37 1.18 931.0 10.Single, Clear N 1.4 14.9 23.0 15.07 1.00 346.0 11.Single, Clear E 10.0 4.3 7.0 12.37 1.30 112.0 12.Single, Clear W 5.0 5.2 20.0 13.25 1.08 287.0 13.Single, Clear W 5.0 6.6 20.0 13.25 1.07 283.0 14.Single, Clear W 1.4 5.2 30.0 13.25 1.01 402.0 15.Single, Clear S 1.4 2.5 7.0 9.90 1.39 96.0 16.Single, Clear S 1.0 8.0 16.0 9.90 1.00 157.0 17.Single, Clear E 1.4 4.2 16.0 12.37 1.03 204.0 18.Single, Clear W 1.4 5.2 20.0 13.25 1.01 268.0 19.Single, Clear E 1.4 5.2 40.0 12.37 1.02 504.0 20.Single, Clear E 1.4 3.2 7.0 12.37 1.05 91.0 21.Single, Clear E 1.4 5.2 20.0 12.37 1.02 252.0 22.Single, Clear W 5.0 16.9 33.0 13.25 1.02 444.0 23.Single, Clear W 5.0 17.8 13.3 13.25 1.01 178.0 As -Built Total: 575.3 7693.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 294.0 1.80 529.2 1. Frame, Wood, Exterior 11.0 1514.0 2.00 3028.0 Exterior 2618.7 2.00 5237.4 2. Concrete, Int Insul, Exterior 5.0 1104.7 2.90 3203.6 3. Frame, Wood, Adjacent 11.0 294.0 1.80 529.2 Base Total: 2912.7 5766.6 As -Built Total: 2912.7 6760.8 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 20.0 5.10 102.0 2.Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 208.2 EnergyGauge® DCA Fort 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 #: I BASE AS -BUILT CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2044.0 0.64 1308.2 1. Under Attic 30.0 2044.0 0.64 X 1.00 1308.2 2. Under Attic 30.0 55.0 0.64 X 1.00 35.2 Base Total: 2044.0 1308.2 As -Built Total: 2099.0 1343.4 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 189.0(p) -1.9 -359.1 1. Slab -On -Grade Edge Insulation 0.0 189.0(p 2.50 472.5 Raised 512.0 -0.20 -102.4 2. Raised Wood, Adjacent 11.0 512.0 1.80 921.6 Base Total: -461.5 As -Built Total: 701.0 1394.1 INFILTRATION Area X BWPM = Points Area X WPM = Points 3362.0 -0.28 -941.4 3362.0 -0.28 -941.4 Winter Base Points: 11358.9 Winter As -Built Points: 16458.1 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 41500 btuh ,EFF(8.5) Ducts: Unc(S),Unc(R),Int(AH),R6.0 16458.1 0.539 (1.078 x 1.160 x 0.87) 0.402 0.950 3698.0 (sys 2: Electric Heat Pump 35500 btuh ,EFF(8.2) Ducts: Unc(S),Unc(R),Int(AH),R6.0 16458.1 0.461 (1.078 x 1.160 x 0.87) 0.416 0.950 3279.1 11358.9 0.5540 6292.8 1 16458.1 1.00 1.093 0.408 0.950 6974.8 EnergyGaugeTM DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 600A-2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2460.00 9840.0 50.0 0.90 4 1.00 2514.67 1.00 10058.7 As -Built Total: 10058.7 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 21040 6293 9840 37173 1 19107 6975 10059 36141 PASS p�'tHE ST,g�� EnergyGaugeTM DCA Form 60OA-2004R EnergyGaugeOFIaRES'2004 FLRCSB v4.5 EnergyGaugeTM DCA Form 60OA-2004R EnergyGaugeOFIaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area& .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3' from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 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 Geary marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se arate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 13 �W ji 0ak' cgd PRO 30"'AR'. Shingles Sophisticated Design & Dimensionol.Perfarmonce The muted color blends and subdre, C shadows featured in Oakridge PRO 30.AR shin."Iesadd depth and dimension to VoIll. home. Two asphalt shingles WiIII a 10LIgh Fiber,;Ias-mat COW are hooded together and covered in colorful• dural)le surface ri-inifles. 6 Oakridge PRO :30 AR shingles cany a separate Algae Resistonev Limited Warrmity.::: .a 30-vear linifted warrantv-` o Durable weathering -grade asphalt composition. 70 �,,Pu Mind Resistance Limited Warrant3(-! helps ensure pet-formance. • Class A UL Fire Rating — the industty's highest ratftil". eTtilianced warrants prorection and extended petiod of non -prorated Tru PROtection-. covet-aae of 10 years o g•P With optional System A(k-anta-e -• Linfite'd Warranty.::: Awa R 2 A V T VA The At-ch ifectio-al Series All Owens, Coming Architectural Series products are designed and-engiffieered to help you create a distinctive, .*one of a ldncl** style for your home's exterior. .Product Specifications -Nominal size 13 Y." x 381/1" Exposure 5!15" Shinglesiper square 66 Bundles'per square ," 3 Coverage per square :99.9 sq ft Tested for Excellence All Owens Corning shingles are heavily tested to meet or Fxceed.qpplicoble 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 jO 18, Type I :Flcrido Building Code AM Plant Service Areas: Jessup (South), MD fccksonville, FL Atlanta, CA ;'See octucl wc, rcnty !or detc,L, .1i, nitctions and requirements. 03/26/02 UIE- 15:51 FAA 4U7JeU1Joz 141%,Un J�Yj PANVEST GROUP N. TAICHUNG BRANCH 0 t z v X- 10 4 9 It p aaai WL 9, Rd.10, Industrial Park, Taichung C4, Talwan To1:886-4-339.3508 Fax:888--35�9-3"7 LEI CHU ENTERPRfSE CO., LTD. E.mnlletchu�msbhineteut. February. 3, 1999 S TMCT: 1" to 3"x .120" Smooth or Ring Shank Electro-Galvanized Nail Wire Di2mcter:.120 +/- .001" Length:.875" min., 3.016" max. Head Diameter...275" min., .375" max. Thread Diameter: (ring shank) .132" min., .135" max. Ring/Inch: (ring shank) 25 min. to 29 max. Galvanization: Electro Galy. w/ 6-8 microns chromate The above mentioned nails made for Interchange Brand meet ASTM641-92 and are Class 1 galvanized. FEB 27 2002 08:22 FR OWENS CORNING 2-A 419 248 7354 TO 913213481001 P.06/34 File•-R24'51 Page !T1-T *of 1 issued: 6/15/200i TEST RECORD NO. 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 50 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'8d 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 :rjoof ing.nails per shingle by UndeziwrCers 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 135°F to 140°F 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 f ree portion of a shingle lift so as to stand upright or bend back on itself. Report by: / Martin K Rowan Sr. Project Engineer MR/DM :lib OMS Reviewed by: Douglas C Miller engineering Group Leader ::.. TAMK00 NO:.15 UL felt features a premium. quality TAMKO organic felt (non -perforated) that is saturated with asphalt Accepted for use as an underlayment felt to be applied over the deck prior to the installation of TAMKO asphalt shingles. Underwriters Laboratories Built -Up Type' 15 Label . . ASTM D 226,'Type I = Roll Dimensions Cbverage per roll .Laying Lines *Ali values stated as nominal 144' X 360 4 Squares 2', 8-1/2`, 11-1/43, 1T CAUTION: The National Institute for'Occupational Safety and Health (NIOSH) has corduded that fumes of heated asphalt are a potential occupational carcinogen: Do not heat or bum this product TAMKO visitwww.tamko.com our Web Site at oeszoot Central District 220 West 4th St., Joplin, MO 64801 800-641.4691 HOOFING peoeocis Northeast District 45W Tako Dr., FredericK MD mSoutheast 21701 800368-2055 District 230035thSL, Tuscaloosa, AL 35401 800-228-2656 TALMD•is s ngim a trademark d MWND Roco POA"'ik kr- Southwest District 7910 S. Central Exp., Dallas, TX 75Z 6 800443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530.8868 .. WATER-RESISTANT UNDERLAYMENTS Water resistant.un ` e u a : . derlaymeni ' prodnct.that-consists of organic felt ' : : impregnated with asphalt saturant Some vva;er-;esisiaut imderlaymens, :sack is CeitainTeed's Roofers''Select; also oontain`a fiber glass rein-' . forcemenewhich•incre ises tear'strength aad reduces -wrinkling Water-resistan4:.undedaymentwas originally iaveated`to'keep the ,roof decking dry.tmai shingles could be: applied: -Applying this ender=': layment was ariginaIIyed "drying-in..We. root" It was also usehil as -a separatlon'sheef 6etweea the roiif shealiiing:boards. (before'OS8 andpipSvood sheets.wer`e.used as r6bf'decldng)'and file asphalt shin- 8 �o because iesia pot:kWin'the•pin'eplanks. : caused the aspliah.:to:degrade prematurely unless: the underIaynteat .'.. �'<.��separadedahe resia'aad aspbalt-fromearJi�othei. •. - . Water=resistant�nndedaymeat5s made t0hedmost of the Water _:.that falls on it'uril` ;;:; • ,. gss: it'is-tom of punctured.. Lls-ability to be Wafer' resistantis• temporary: As, the sae degiades•,the, exposed asphalt the '� ;teals:begin to` dig .alisoib' iaoie moisat e, Lose its. strength' and` eveatuail beg�ia to Waz,Tlie:less' haft->Lsed to samiate'the'nnder- rirltix. >. : . . ;f'4eat sheet man&. .... tfie shouter AS:life: Since asphalt ; � 7 e:componenkof s3mgle ubdedaymerrt, lower }w ` IIced �aterFals.will-1 66less aspliak and a'shorter life when . ;!'"z to.the sua.%6erprioed:shingle nnderlaymeut, for the same . posed reason, is :< O S???l sever�.wrinkliag when it'gets wet. or even just damp. ymeat:isiised'underasphalt*shinglesforavariety of . sricti�as,:providing; '• - - BP''g=.shedding protecxton' of the deck if shingles fail 'frodi<ivind dnipea aw.- louver the slope; the'more ..,-• • important :,• i .?Yin ts;; since i_lows moie . under sbingles on . . ,�,. �- :::;,<.•.. ,.,• early. lovR slopes ;, .;'^-:.f•, : ♦ • A piote.barrier to`the� eletiients betweea the time.the old . shin gl' es Have ` beeq'foin.:off-and.prior -to the new -shingle being . applied .E6jveve:the iinderlayimeat should not be.relied on as a temporary too.-. :, a11y,When the dap edge flashing is not yet in place:.It'is'pnlike(y to :prevent leaking in the event of heavy wind and rain . . ' An agent to hide minor impeections of -the decling material and reduce "picture fraaiing" of deck panels "' ire ratings (Class A or C). When.nsed in conjunction with shingles. INSTALLATION GUIDELINES-JOR WATER-RESISTANT UNDERLAYMENTS The following is a general guide for the installation of water-resistant shingle undedayment-.These guidelines can be used regardless of the weight of the undedayment. However, always be sure to consider the' . local codes. : OVERNIGHT EXPOSURE If undedayment has been exposed overnight, moisture from dew should be allowed to completely dry before shingling aver If this does not happen, .the moisture wiltbecome trapped beneath the 'shingles. Wrinldin9 can telegraph through• -the shingle and make a good shingle job. look terrible: the worse-part.is that.the job caa . ' - � _ look good. when you leave in'the evening but the wrinkles can reappear the next morningwben the -homeowner will notice them While we've discussed undedayrnent being exposed overnight, it is highly recommended that the roofing contractoronly tear off what'he*. can shingle over that same day. This prevents the most common. : *7 undezjaymeat'installalion problems. ' FASTENER: TYPE:. Certainleed recommends'bdng nails iather than staples Nails provide more resistance.against underlayment teir.out; It'is.very important,.-: whether hand nailing or using a pneumatic 'gun, -that the fasteners be . 4' 1S driven flush ;�lt INSTALLATION METHOD: ` x When applying uaderlayment.the key is to keep the product as • 4 wrinkle free as possible. Kr I. `Unroll the uaderlayment parallel with the eaves. The eaves edge of the undedayment should go OVER the drip edge,eaves flashing;, but go UNDER the drip edge flas".along.the rake - IL 0 : �QagLaY�Opt Oi�p c wgy. •, Figure 5-1: Appong Water6Resistant Dnderlayment Along ?'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 pitches above 7.12 consider adding a third row of fasteners, making each row 9" apart instead of 12" apart Dennis Torback from Fulton, AN tells us: "1 always use Plasti Top nails on felt, .it resists tearing underfoot and has bold up during an unexpected storm with high winds 2. Around the perimeter of the underlayment, place the tiails 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.) 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 undedayment exposed overnight, or for a longer period of time, or if high winds are expected, any of the following suggestions or a combination of them can be used for additional protection: • Use cap nails or tin caps. • Decrease the nailing spacing recommended above, using additional fasteners. • Nail 2x4 stringers across lap areas. sw .� `•,>-6 DEALING WITH WRINKLES AND BUCKLES ) being Organic felts expand when wet They can wrinkle after applied '-'s to a wet deck or if moisture is absorbed from dew, rain, or snow. If shingles are applied over an uneven undedayment surface, some of the wrinkles may "telegraph" (show) through on the finished roof: -� Of course, wrinkles and buckles can also result from incorrect installation. If these problems"appear, several approaches are available to eliminate them. First, the underlayment can be replaced. Second, Figure 3-2 Standard Nailing Pattern For Water- Resistant & dw1ayment 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-careful-to-r-oU4t-out-straighE the-wriddes-often- "pnl}-down"-mnd-ft 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 -saturated felt, such as Roofers' Select, - should be approximately 6" apart, centered in the 2" area. 'will eliminate many. wrinkling type problems. Ask your supplier for ' (See tips below.) the highest quality he can obtain. Do not assume the underlayment he 4. If the length of the roll is not sufficient to complete the entire run, stocks is the best available.. Be willing to pay more for a superior. an end lap of 6" is required We recommend two rows of nails product The cost of high quality undedayment 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 underlayment course. underlayment are the cause of the low quality underlayment generally found in supplier warehouses. Roll out only 10' of underlayment atone time, stretch it, check alignment and nail into place before moving on. Here Are Some contractors re er to do the deck in stages applying 2 3 courses o under t then immediate in Some Ti s... p f g pphn g f �n �' applying p the sbingles-to that area Using this method they can sometimes reduce the number of fasteners used but tbey must work carefully to be sure the underlayment 'remains flat. Michael Saunders from Bath, NY suggests, "Wben doing a tear -off The drip edge can k reused to bold the edges of your newly installed felt overnight. " 05/ 03/ A02 09: 45 05/.12/2002 14: d9 3213481001 14078948412 COLLIS ROOFING INC KAYCAN ORLANDO PAGE 02 PAGE 04 i4YCi4JV' TABLE 1 07-".2 MINIMUM WFJ01iT MATERIAL. TMCKMESS (ire) GAGE (lb) Copper ) Aluminum 0.02A rainless Steel 26 al"�� Stag) 0.0179 26 (zinc coated G90) Zinc Alloy 0.027 Ind 2 1/2 Painted Terne 20 1S87.3.93 Drip edge. Drip edge shall be provided at eaves and gables of shingle roofs. and overlapped a MJnimtun of 2 inches (51 mm). Eave drip edges shall extend 1/4 inch (6.4 mm) below sheathing and extend back on the roof a minimum of 2 inches (51 n1m). Drip cd8a shall be mechanically fastened a maximum of 1 inches (305 rfrn) on cet;ter. riv L G.T 1. DE51"N .A`,) 1F.'.STED IN ACCORDANCE WITH FLORIDA BUILDING CODE, 12. JAMB DETAIL TO BE IN ACCORDANCE WITH DWG 409783. INTERNATIONAL BUII-D1NC CODE. AND INTERNATIONAL RESIDENTIAL CODE. JAMB/SECTION BRACKET ATTACHING HARDWARE SHALL BE AS FOLLOWS: 2. DASH NUMBERS REPRESENT VARIOUS SECTION HEIGHTS. WOOD JAMB - 605574-0001 LAG SCREW. 5/16 X 1-3/4 3. FOUR SECTION 7' HIGH DOOR SHOWN. 8' HIGH DOORS HAVE CONCRETE BLOCK - RAWL LOCK BOLT, 5/16 X 1-1/2 FIVE SECTIONS. 4. SEC'QON 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 - I - - 7' BRKT LOCATIONS 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". II. DOOR CONSTRUCTIONS OVER 8' TALL ARE AVAILABLE AND REQUIRE COMMERCIAL TRACK. REFER TO DRAWING D-408352. OHD GENIE EQUIVALENCY CHART OHD DOOR SERIES No. GENIE DOOR SERIES No. PAN THICKNESS SERIES 188 SERIES GDS300 24 Go. SERIES 189 SERIES GDS30R 24 Ga. SERIES 281 SERIES CDS200 25 Go. SERIES 381 SERIES GDS550 25 Go. 3 1/8 n h` I D11 OPENING HEIGHT (VARIES) . SHAFT (VARIES OPENING HEIGHT MINUS II" 2" X 6" WOOD JAMB 2" X 4" WOOD JAMB D OR EQUIVALENT HORIZONTAL TRACK & COUNTERBALANCE 12 R OPTIONAL SPLICE IN HORIZONTAL TRACK AT TOP OF RADIUS 405964-0002 �405964-0002 a 54 1/2 046450-0003 r 36 20 1/2 405964-0001 J \-405964-0001 STANDARD TRACK DETAIL FOR 16' SCALE: 1/16" = 1" ROLLER SHAFT BRACKET 405742-0001 (2 REO'D) 407605-0004 -� TYP 2 PLCS 061166-0001 TYP 2 PLCS 407605-0003 TYP 2 PLCS 061166-0001 TYP 2 PLCS 607935-0005 &- 405831-0003 TYP 4 PLACES 407605-0002 TYP 2 PLCS 061166-0001 TYP 2 PLCS 1-.968 z 093 j VIEW "D-D" 2" TRACK .068 THK (VERTICAL) In 405771-0001 061166-0002 DETAIL 'IF" SCALE: 1/4 HEADPLATE ACK LLER DOOR WIDTH CENTER STILE END STILE RO LEE4RCKA FT BRET16 STRUTS/SECT. ROLLER VERTIGAGE RACK (HJP R LADT) HARDWARE 3 SINGLE YES 2 X $1,065 2" X 7/16" .068" 200 STD. NOTE: THIS DOOR IS DESIGNED FOR A +/- 25 PSF DESIGN WINDLOAD PRESSURE AND +/- 37.5 PSF TEST WINDLOAD PRESSURE. :,HAFT LETTER DESCR-TON DATE APVR C REV PER EN 10099 01 09 98 1 D REV PER EN 11060 1 OS 29 02 IM E REV PER EN 11205 1 11 12/02 DI 0. PANEL SECTION MA TER FILE 0 earl cloy -�cgs 3) Z_z9 o3 To/all/3) BOTTOM FIXTURE BOTTOM BAR WEATHERSEAL SECTION "C-C" SCALE: 1/2 CENTER STILE P/N 408680-0004.5.6 a2 (3 PLCS) SPRING ANCHOR 407603-0001 BRACKET (9 PLCS) 409808-0001 TPLCS 061YP1266-0002 TYP 2 PLCS 400650-0001 1.4 HS 1 ---_,'A" SEE NOTE 4 HS STRUT V xsps TOP FIXTURE END HINGE TUBE STRUT AND STRAP �---- 1 ?/8 THK. SECTION "A -A" SCALE: 1/4 Uzi_ ILE-I..' "A' 18 OFFICE I (7'-0- SHOWN) 8'-0" t 1 MAX. HEIGHT 15 109334-000t 12 - 16'-0" MAX. WIDTH 405771.., 0002' 061166 0002 T fr INTERIOR ELEVATION SCALE: 1/16"=1" UNLESS an,ERkaE WECstED EpFLEAD p paq NAUE VT DATE ,_ - ; �CRAM'1NC' - :... V,•:..AP .^• THE ORAw AND/OR MCHNIFx INFOR TION ON THIS woac.a Na w -HES:ImrRANCo off pV UAS. DRANn e+: _� • -r� ; ;y YJJ ; f3tO D; 80/281 /381, SHED IS THE PROPERTY OF OVERHEAD DOOR CORPORATWN xa a Hac wars e4. y:al.ofgF O oA.oa.o.a G.J.MOORE 1 1' 18 94'.; :_:::°;� 37.5 PSF, OR TTS SUR50wRr AND 6 LOANED w CONFIDENCE FOR ENGINEER NG AND UVTUAL ASSISTANCE PURPOSES ONLY, T� : IT Jd MATERIAL CHECKED BY. -;.;T 16'-0 MAX AND u HOT BE RET DMCEO OR USED TO N AFACOME a",.., FlMranHs N/A ADA JOHNSON 12/O1/94 AHV O OSEO HEREON rRHHR THE E), MESS , ,/Is APPLIED FURSH: W.BER /J R y'�f NUu9[R D- 40 V 3 2 PERUISSION OF OVERHEAD DOOR COR1'ORATON HMH WY RECALE THIS SHEET Ar ANr mL _ • -Am gym. m-. UNIT OF "-E: NONE EACH APPROVED HY: V S.B000HER 12/01/94 ScA,, 3/A SHEET I OF i rov I CJ LETTER DESCRIPMN DATE C REV PER EN 10099 01 09 98 0 REV PER EN 11060 05 29 02 E REV PER EN 11205 11/12/02 2-11/32 108 STK 091 MIN T 0 0 0 2-1 /1 6 THROW -1— STK 0T-1 2-1/4 LENGTH = DOOR WIDTH - 1" p gO0 0 -T 3-9/16 I t o 1/8 4 5/8 _ �— 2-11/16 O 0 0 p 0 0 o t-7/8 I� 2-13/32 {----�- 2-7/16 5/8 .030 THK I 3 P/N 409808-0001, TOP FIXTURE P/N 405771 -XXXX. BOTTOM FIXTURE P/N 400650-0001 . ROLLED HS-1 STRUT P/N 409334I-00001,SSILIDE LOCK ASSY GRANGE COUNTY eLrj� .070 MIN 1-11/32 (K(; DIVi 2-9/32 4-3/8 I_--_l- t-3 4 2-9/32 _ 27/32 1-3/32 "L 1-3/4 4-3/8 I I / 070 MIN "H �OO 1 O O O o O 0 0 0 0 0 0 2-3/8 CO 0 0 3-3/76 Eo O 2-t/2 O O oo O oo 2-1 /4 —T 3-3/ 16 .090 MIN �� O o 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 2 -�- ---- 065 REF P/N 607935-0005, STRUCTURAL TUBING RECTANGULAR 065 THK END STILE WITH CLOSED END CAP P/N 408794-0001.2.3 SCREW P/N 60591 1 -0001 SECTION "B-B" CENTER STILE P/N 408680-0004.5,6 a TUBE STRUT 607935-0005 AND STRAP 405831-0003 EACH CENTER STILE END STILE WITH CLOSED END CAP 2 P/N 408794-0001,2,3 SCREW P/N 605911-0001 %RT NUMBER V405964-0001 �3�4- 0, 5450-0003 7/16 DIA 1-fft6 DIA 7/16 �- P/N 061166-0002, ROLLER ASSY SECTION "G-C" P/N 405964-0002, BRACKET SCAB JOINT 3.00 � � �•-- 3/4 0 2.00 R T ° P/N 405831-0003 STRUT STRAP 7-9/16 CENTER STILE REF P/N 408680-0004.5.6 Q -y I 7/16 7/1REF 1 - 13/ 1 6 DIA REF r—I P/N 061166-0001, ROLLER ASSY TR-3 i P/N 407605-XY.XX. END, HINGE PART NUMBER "H" 407605-0002 .85 407605-0003 1.10 407605-0004 1.35 407605-0005 1.60 SERIES SELECTION GUIDE SERIES INSULATION PANEL GAGE 184 YES` STD .021' , 185 FLUSH 186 YES' FLUS !V Zy-i",021 188 9CGY>rT' >=II2'1r^, 189 281 • • max. i ? 9;1*t: 284 285 1 ANON ' Qt 381 384 ; ';�•JK,f F ''.Ol'8,' 385 _ rrW Y-8 STEEL HS-1 STRUT. ., P/N 400650-0001 U»IESS OTHERAISE SPCCVXD AHEAD p NAPE f. r�< DRAMNG ANDIoa rECHNICJ,L PirORWTWNN ON MS DnQ),SIM,S AAE NN •KYES:R;DUKV DN p p0/� ON1AS. rEKAs DRAWN W. sHEET es THE PROPEarr o< o�oeernD Dove wLwaurNo» OR RS SUOSTIAN'F AND IS LOANED W COWWfNCE FOR L Nbp90,4 »aE DwCrOeS .»aEs : D x eE...y a.•l,:.o.rya. O G.J. MOORE .. ENONEERWO AND W U%L ASSN TMM PURPOSES ONLY. W1EfIML' f ECKEO BY: AND unr Nor BE RE7'RODI1Cm OR USED To NAAWrAcruaE _ , a, V n,• m, NR.CIKNrs N/A ADA JOHNSON A "4 DISCLOSED HEREON Wn)CW THE EXPRESS PERWSSION OF OJQOWAD DOOR CORPORATION MlWA WT - , ® o,P .+m.m.-ms • ,nr PK'� u»rt OF uEASURE: APPaOVEp Bf RECALL TMS SHEET AT ANY nuE. NONE EACH S.B000HER NOMA 11/18�:94'� t 1/23%94.. CAD, r8O/281 /3E 25/37.5 PSF, 16'-0" MAX S uj L OF OFFICE ',.UUC %Jlllllle I , � Page 1 of 6 �:vi'..=..Y ,�.. i!��'L::�': ;r►C�`Z:��st3r+rlt: 5�a';i �`Y:G�.�.c��4RY.".'... �Y � i. . BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications '" FBC Staff B Product Approval t4+, USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # i..I ..�° Application Type Code Version 1 - Application Status •;g : noEs T ' Comments Archived �Y+►.-4' .� Y:NL3� '��'i.�-Ys�?7i1^Y''k��. ^1i:r.� •.yss�1�l�i'..,:ti.,Rh ��?;, L.�•Vfdl)�1 Product Manufacturer Address/Phone/Email Authorized Signatur(!; Technical Representative eFy1��t-em�s- ,iC:� vcry��t'j��,:±c�'?�fC.•;,'•�4f' iT.: i.Hfflgjr � i'r�.>�S'i:1 ��,1'.(��.7s .:f2�'-i�M1•..V ..1, :v:.-Quality Assuranc e Representative Leg Address/Phone/Email Category Subcategory Compliance Method Certification Agency FL4668-R1 Revision 2004 Approved Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Referenced Standard and Year (of Standard OFFICE Standard) ASTM E1300 http:Hfloridabuilding.org/pr/pr app_dd.aspx?param=wGEVXQwtDgtAcGSvedS%2bbvQu... 3/28/2006 ASTM E1300 TAS- 202 ,.: 4 Equivalence of Product Standards Certified By Sections from the. Code Section 2612 HVHZ PI Product Approval Method Method 1 Option A Date Submitted 09/14/2005 Date Validated 10/16/2005 Date Pending FBC Approval 10/01/2005 Date Approved 10/19/2005 Entercy"y- Entry cO o 0 e o c o g� ob g o g o o 0 o D o gS o o N O N C N O 0 ? o o o o g g N p_ o o o 0 �� o00 o oe e e =ae o �ap e o pp r> = 0 0 o c 0 = p 0 o p o 0 0 0 0 0 0 0 0 0 _ 0 0 0 0 0 0 0 0 v N N N N N N N p 5 5 a 5 5 5 5 5 5 5 5 5 m 5 m fs o 5 I �= olo 0 0 0l0`0 0 olC! C� 0 0 0 0 0 0 0 0 o c o 0 0 0 C. 0 o c o o'er v o e o 0 0 0 o ui m's .ri - .n :n ui va va .ia e - - - o y p O N Ct T 4.I4 0 0 o 0 0 e 0 v 0 of 0 us 0 va 0 0 0 u� 0 0 n ► ��o ► o 0 0 0 b X+I�I..�•s .o In In C- - mo mo Wo 0 0 m m o m m b a a I nl m brn m m mo% m m 0 m 0 m 0 m m o m rn b rn m b r>I .O b n n n rya .=a rba n n r=a 1Vi ^� rG — J IJ �I b N J i0 _� � p 11 a I m L w O —17'—I • Q_ X " Tcl^I �= X >•c x Z o M9 xo1-1.1'10 c x a c X o E N N N Iry 0 N U p• pN 0 p p 0 1 p p O p p p O O p 0 O O C s = T IOlw.m v 0. LDP/11AD/WD DmQ /Q) MMU M ftz UuVtg M.Vbzi kdMnMr01 MIOMMM — rmnb,6 knD ar W� walwir I—WAWaMTL 0111j Cf LK LU=nna UGvml AMMCL O ` \o Systems Enter(;Tv- Entry FIBERGLASS DOORS ^�_ - 000 0 0 000- N o 0000 0 0 N 00_0 0 0 Cy 8 8 6 8 S 0 0 0 8 S 0 0 0 O 8 0 0 0 O 0 0 N 0 0 N 0 0 0 0 N 0 0 0 S SOeo =oo -�o S S8 8 8 SS8 o o O O O O O O O O O 8 8 o HTI I d— o a a .o1 o 0 0 0 0' e e g o c o 0 0 0 0 0 o q o 0 0 0 0 0 0 0 0 0 0 0 0 o a d= a :o e o 0 0 0 0 0 0 0 o 0 ...". 0 0 - 0 m I-C 0 0 - ..�'. IR 0 0 0 0 0l0 0 o� 0 0 0 0 0 N ri Iq 0 o O o V O v o — p v — p o p v — o O — O O O O v — O o — o C7 — o O O O — O [7 — o tl — . _ ON •� N— J J J N J— N N _ r 4 Eo r Qo o^ ^ e o 0 0 0l c .o 0 0 0 0 �— ^� o� d [p7 C. ca x C S O e N m O O rn p 4 a o 4 0 0 0 0 - 2g _- i VL"W" R �ppn.enn.� S:�tb Ms+rnnA b CtL oOIILc plvrdai iQ�5oni1 WC(tnnim - en1bD4 lrvn Cb 41vNb MMib h".wnnaa�iaao�� m'm� If2Sattlb teoniQ! etitei Llt-A.t21 izl-sriTTcl Se--v7Czs pata Review -Certificat, CerflSczie=:02-6497C ii.2C Q u0C'.11�i�II=iIOII �� LlleC ^v��Cri-`:�-»..� —• - .. CI—.U—ior Door _"-oC-UC--3 on '.i S ddic =� aelou' zO a':":' e -ne 3pt7rODnate cn ��s� load ec:red �.;y NL a::�-Dade Coin.; . z icrida P-,Dtocoi P=?0 D.==q=an- _. 31 � for appaca luny L S-urDor . Ji ti ! da:a COIIT�:'?� `C 1L - a : :O=ance Da_. Njz:nu�1 for uL: -'roduc. lln� =IIG =1v uc. - r _ r'iL r-r7Les :hat tfle :est rnor-z :rovidec --= Z. Ce.:MC3te Q- -per o T �l ce suee (CGP's �e-office data manual sz)ec�`.ed herein_ ; Ile a7.ached aS0 ita,'?7,'-- r CGpi'-- 1 u. o �Iamces (urdoueiv nunhered by product mode!; provides .cor_-e?amen `ur1 cII fOr each odic: _ - " model rev- ind1 -- 2 Lae ems: lap, - ,r�� !�= S:r� 2Z- C =111 2t:0II m- - .poi: nti_-be: i— 0 ation and ratings for desim load =nd arplicabiii7, t�:e '==_ ^pad a_�l cr tom. a%'iDLC;able CGP's any - �usi Dz?' L iC..S its vv 10c: = 3— -- r _ �cailon s = r� Enterw - - - - - - �• �. -En�-Doors �-ocuc: vioce:s: mood-E-due Steel Door ti eml-Edge Steel Door (viarriz 1-)0=644 C-00-) Fiberglass Door (-Marrix =3)02 C.-00�' 04� i ) _---56.nko 1ay no �,ireC ti7iOwt_G-e qf :he X;= conduce-; alit n.C..r mad- no LremDr' to ✓e-:'::n: VC�J!'ici or COr'-0-'.a7I£:$ .`)f ISP ZC�IlS �I1O71Ii�t�^_. i. reLlew Con.Gili.".�C was JnIV i17 cIfT.?-7nll:e i/SLT: I11Q^.SLIL.11n�� CXWun - ;Z,:�; :lie � ".; = _ iJt� r_ orro �' ; errr_°c-nIa DnS 0; rtLE c7/7r SurVii?—rt jrGni :iie 1z.�O `C7rJr'.e^. �'_ L, ��m%tiO „ r�.-iew icCS TOr,� ,�C:urai �e,—,ormanC� r�„^1ir oniv Cr.0 u.;; ;r.Ot [nC1L.�e r=1�E%v J, a.r u?urraaon or wane^ 7e.,2e ?.ZIOn Z'SZ rerul�. jiLZ-ur?eson, . roiec: i'Yla:.aaz_: APR-16-2003 WED 03:49 PM TRIM PAK FAX NO. + P. 02/12 AV- 16, 20D" 3:33PM PRERDOR DICKSON 615 446 7228 No.1918 P. 1/11 ri �v o� C Masonite International Corporation TEC.HNICAL ADVISORY To: PD White Date: April 16, 2003 Cttyof Oviedo, Florida (407M7-6027; QW977-6025 fix) From: Kenneth R Imhoff Ce: D. Svnd (407/857.L134 fax) 6r. Project Manager — P.xtetior Door Wodaeu R. Bury CB13/982.0914 fax) kimbo ftsa oaeonimmn 613/441-4255 o== 813/335-4171 mobile 615/446.7729 fax Subject: Air & Water Performance Results on Exterior Door Units Submmitted for Permitting by Engle Homes. Reference: Product Approval Sheet's COP-WL-MA0101-02; COP-VVM-MA0121-02 Indepantiy Validated under the Warnock Hersey (WH) Mark. It is our belief that the exterior door units definod under the aforementioned certificate of ;,performance :(COP) sheets comply with the requirements of the 2001 Florida Building :6,Code (FBC), :Chapter 17 (Structural Tests & luspcctions). This unit was been tested in :accordance with Miami -Dade Building Code Compliance Office (BCCO) protocol A202 pmforniance guidclincs. PA202 procedures include water penetration in .,?,,.accordance vdth ASTM E331-Standard Test Method for Water. Penetration ofRxierior 'Windows, Skylights, Doors, and Curtain Wdus by Uniform Static Air Pressure Difference .•1T, & . air infiltration in accordance vi7th ASIM E283 - Standard Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specked Pressure Differences Across the Specimen. Masonite certified test report noted on page 2 of the COP sheet (NCTL-210-1973-1,2,3 / copy enclosed) confirms that this unit achieved no water penetration at 8.25 pounds per square foot (psf) for door units designed to swing out Door units designed to swing in achieved no water penetration at 2.86 psf. The test report also confirms that this unit achieved an air infiltration rate of 0.03 cubic feet per minute per square foot of crack (cfm/W) for door units designed to swing out. Door units designed to swing in achieved an air infiltration rate of 0.18 efln/ft'. Thank you in advance for your further review of this information & let me know if you require additional information to resolve this subject. 7!Respecly Submitted, 1114AA X 1Z...I M�10f f Maeonite/Prertdor Exterior Door Produete • One Promaor Drive • Dickson, Tonnesoee 31055 ArTok, Castlegate. Celeo, Colorado, Decor, DorFab, Hntergy, Evergreen, Johnson, Monterey, Oakoraft, PremVU. Rochman Univcreal, Royal Mahogany Products, Span -Rite, Spocialty/Baylite. Stealwood APR-16-2003 WED 03:50 PM TRIM PAK FAX NO. + P. 03/12 Aar-16. 20D3 3:34PM PREMDOR DICKSON 6l0 446 7229 No-7918 P. 2/11 PremdorEntry Systems -3- NCrl,210-1973-14,3 (S7(F) STRUCTURAL TEST RESULTS MCIMMN NO 1S (Outswin ) PARAGRAPH NO, TITLE OF ?SST MEASURED ALLOWED 5217 Air In6lwacion 1.57 psf (25 mph) 0.02 CFM/FIs 0.20 CFM/FTZ 5.23 Uniform Static Air Procedure Design Loads (30 second durations) 76.0 psf exterior Meets as stated 76.0 psf interior i Meets as stated 5.2.6 Water Resistance (5.0 GPHX74) WTP - 8.25 psf No Entry No Envy 5.2.3 Uniform Static Air Procedure Full Loads 114.0 psf exterior 0.041" 0.144" 114.0 psf interior 0.124" 0.144" STI2UCTUR-*L'I'EST RESULTS SPEt_IMFN NO 25 (0UUWinr) PAR,ACRAPI(i NO, Y°iTLiw' OF TEST MMURED ALLOWED 5.2.7 Alydnflhradon 1.5.7„psf (25 mpb) 0.03 CFM/FT4 020 CFM/FIa 5.2.3 Uniform Static Air Procedure Design Loada (30 second durations) 76O.psf exterior Meats as stated 76:0 psf interior Moots as stated 5.2.6 = Water'Reslstance (5.0 GPH/FT) WTP - 8.25 psf No Entry No Entry 5.2.3 Uniform Static Air Procedure Hill Loads 114.0 psf exterior 0.051" 0.144" 114.0 psf interior 0.147" 0.144" 51HMMMAL TFST RESULTS 5PEC"v=74 NO 3S (lnswiny) PARAS.RA,EH_NO,,, TITLE OF VEST MEA.SVPX0 ALLOWED 5.2.7 Air Infiltration 1-57 psf (25 mph) 0_I8 CFM/FT2 020 CFM/w 52.3 Uniform Static Air Procedure Design Loads (30 second durations) 76.0 psf exterior Meats as stated 76.0 psf interior Meets as stated 5.2.6 Water Resistanoo (5.0 GPHIFV) WTP = 2.86 Psf No Entry No Entry 5.2.3 Uniform Static Air Procedure Fult Loads 114.0 psf exterior 0.143^ 0.144" 114.0 psf interior 0.039" 0.144" nuU-ev-e-uuc tnu uo,00 rn tttlll rHh rHh NU, 4Urb01tJe64 . r. UL/Uj !-;` •t rw U � O U I L D E- �.F,-' (a IN E E, R-- LN a N -E "IV,- - G- RU! rIL Proltsslonzi Enplrie-zring Services for Developera and -Builders or. Residential -Housing --. P.O. rsor 6994 T ilut-vilie. FL 32.793 ' Phone (407) 289.&WS ' Fax E40T) 2R.4-5"8 F'.T�'C:T1ii c1{'1 Nff1`t'Tr'r. OFPP-OT)TtC'T 4('('FPTANr tr :u z()9'00 Corporation 516 Div Santa Ana Strect 11.0. Buy 4250 .tnAheim, California 92903425U DI:SCRT; riox OF irnrr Model Uesirn;t:ion: K,.iikset S.:ics and Titan Scries (Cylindrical Lo.l:s) Atatimurn Ove: ! Size-. 2-1;f;" Fact Bore -ith a.1- Cross t3oro•( 2.5/8" or 2-314" Baclset ) Ge)icraf deveri(,lion: Cylindrical bored tips lock Te;led ry Atrcri: vl Test Libs of South Florid.•t. 'Test P.enort j,"I.T , (12 1-03-06. 0212.0.-96 signed and sealed bt• William R •r..S7c '!-'Fi :F0R.JN5ED Test ,IFEPV t:�u�.at�w�,,,`�. lA'_S'rA],I,:.'f'10i� hA'11 ANCF1U7LittiCi: See reverse side this pa;Rc � � •• I1S}: _ t4O.401AS 1. A , rG: rd far use in lacntio;ts adhering �_ STAT C'F I'f to the S.B,C.C.I. S.F.iJ.C., SF.B.C. &rouard Edition and wher_ t�1c� os�v r%quiTenitnu ae dete.rrnired by ASC1:. 7 Minimum Dcsien Loads for Buildingi And Otber Structures does nut prrssur-c ratings listed above. 2. The Gradc Tutting of a loci, is not Nrtinent to structural perfonnine'e m xd3tes to Horricane / Wind Cnde 3, M.-I%' b:: used on doors tesciadto design W".cusrs ell to or lesr than tl,grr Fhown above. 4. A}ipiication for building rerntit shall br accompanied by a cory of ••..cis approval - nuu-LD-cuuc I nu uJ - OJ ri'I i n i n rrsh r tiA NU, 4LI l O0 l OCJ4 r, U-J/ U6 IN57ALLATION OF5 LOC A S'E.TS PER • TESTING AcccpLance P309400 f r-KARDw RE KWIKSET SERIEL- NOTE TO BUILDING INSPECTOR THESE KWIKSET AND TITAN SCHEMATICS ARE FOR FIELD INSPECTION PURPOSES AND REFLECT TESTED CONFIGURATIONS. DETAILED-II-ISTALLATION INSTRUCTIONS ARE PACKAGED WITH THE LOCK UNIT INDIVIDUALLY, KEYED PROVIDED J00 wooD SCREW DEAD BOLT ./ V 2 3/8' or 2 3/4' PLATE BACXSET WOOD SCREW --\1 �T 2 3/3' or 2 31dC STRIKE _f BACKSET PLATE PER HANDLE R SET TITAN' ,Si,PJES wooD SCRc-W: ti ST?IrC p-Arf STrlu:E _ FILAI E PER I•11 RDWARE rHUMB TURN AWDED 2 i/if MACHINE SCREW a •� 9C" — � (� � DEAD BOLT •/ 2 3/+Y• cY 2 3/i' BACKI;ET MECHANISM TO BE HANDLE SET. LEVER -41 � MAC wif f• 1�per KYJD J srpcw HATCH BOLT W/ •2.3/T or 2 3/i' ► , BACK;ET • •PER t or KNOB. THUMB TURN MECHANISM TO BE HANDLE SET. LL-,SR or KNOB, 0"'Raxl, NOTE TO BUILDING INSPECTC MECHANISMS WITHIN THE CLOt ARE OPTIONAL TO THE PRIMAI MECHANISMS SHOWN. FOR EXAMPLE: A THUMB TURN DEAD LOCK CAN BE SUBSTITUTED WITH A KEYED MECHANISM WITHOL INVALIDATING THE SYSTEM. OXO Glazed Outswing Unit COP4L-MA0164-02-, - . FIBERGLASS DOORS APPROVED ARRANGEMENT: igwli Y ��Lr Y!'S rf� ' i`F.yyy-�9F`,i �• 1 �7 lei H. r KK2:'R' �I ��•rla �� P I Test Data Review CenBlc2te 03026 47A: 130264478; /3D26447C Lid COP/rest Report Vaftuon Matrtx 2 " 7=1, 002.Z 130264478-001, 002. 003; 0302=7C-001, 002, 003 provides addl"" Information . avallabte from Me ITSAVH weoslte (www.e0semkO.rorr1�, tee Masonite website (www.masonite.dmn or the Masonite technical centat Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". 1' Single Door with 2 Sidelites Maximum unit sire • 9'lr' x 6'8' Design Pressure +55.0/-55.0 Umited water urtess special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic I=dgn Is determined by ASCE 7•natlon4 state Or local building wtles specify the edition required. MINIMUM ASSEMBLY DETAIL: s Compliance requires that minimum assembly details have been followed — see r MAD-WL-MA0017-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MAODO4-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00.00 tog Series 133, 135 Series 136 Series 6?2 Series 1/2 GLASS:UFJ - 00 0o 00:: 00 00: 00- IDS Series IDS. ISO Series' 129 Series' 12 RA, 23'RA- 24 RA: 1o7'Seft- 108 Series 304 Series Series' 'This glass till may also be used In the latbwing.door s": Eyebrow S- a» w0h scro0. n O akg jaff AR K"' FIBERGLASS ENTRY DOORS Ns.dwwF►nY"rq Dw JNe 17.2002 0wanroaameroru:rorw.m.Km,t..w. M•.�.n.�wwoan Masonite International Corporation NitH ubiw to d.V..Ift B noun. OXO a l r r t Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0❑ 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Sad; Series APPROVED SIDELITE STYLES: y t, a 4 129 Series 200 Series 12R 1ZL 2I& ZX. 450'Series 152 Series 149 Series 109 Series 24R, 24L Series 120. T22 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in ;Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001. Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 wt1DrJ1 �, Flo Tat Data Review CeNnate 1=6447A: _ 03026N71t iAD; "7C and COP/rest Report VatOWdw Matrix 0=5447A- . 001.002.003:03026U78-001,002,. • . 003: /3026447C-001. 002. OM paovbo 11WIbmllmomutlan • .. awOaDle from 01e rtSMH websb (www.e0senikaedm), Na Mmrdte weDsfte (rnawJNSON18=m) or the Masorite m mtw antes . Oak aff .ea. • !nl•rl.•Ir lr•w r n�J�t�/�1Lbl�it!„srr. � 1r•�I„n Ov.11l, Dwr, M a s o n i t e international Corporation AR—EK" PIBflROLASa ENTRY DOORS r.d.ae.d N..pn 6"1'na•n JIOR 17, 3002 Ow cpmkwdne OMMM DI product knpmumtm matu aptdlkahmn, dntf, am pmdw MW uOjtd to duMe Wdh&A Wild Unit OUTSWING UNIT WITH SINGLE DOOR & TWO SIDELITES (BOXED CONSTRUCTION) TYPICAL HINGE ATTACHMENT IrT r DUTY MRNGE I--• (17 GAUGfl SIDE JAYS I /� DOOR PY1Q . TO DE AOOED DIMING INSTAULATION SEEMINnWM INSTALLATION DETAL SIDE JAM85 ATTACHED BAC7t-TO-BAOI MUST Bel OINED USIND I' X 1? LONG COARAGATEO FASTENERS t9'O G MA%IMU FROM EACH Elio S10E) OgUlitO X r iUi HEM WOOD SREWS LOCATED 7 RiOY EACH END MAXMUM ANO,r OL MAXIMUM (ON CflITERLDEE OF STOPL TYPICAL THRESHOLD & SIDE JAMB ATTACHMENT FINGER -JOINTED KILN DRY WOOD SIDE JAMB (1.1/4- X e-9116- WITH I/r STOP HEIGHT MINIMUM) m� AGM Z) Pe X 1•y.• HIGH PERFORMANCE LONG FLAT HEAD BUMPER THRESHOLD W000 SCREWSI OR ({.g/1S x 7!r STOP (CROWN WIRE Ir H I,HT MINIMUM) STAPLES TYPICAL MULLION ATTACHMENT TYPICAL HEADER & SIDE JAMB ATTACHMENT RMGFAJOt//TED FR ORr w0o0 FRAME IEMEA -IP)(49nI o J 1? STOP O IIF1IXi YwURiY) RIDER-Jamm (s1 r LONG)( RNGERJDe1TE0 )(0.N DRY WOOD I? CROWN K" DRY WOOD M FRAME HEADER (EI.Aucm ST WE STARES wTw IT s�TOF i WITH R? STY HEIGHT ARwW.EI IMIT mtmwm) X" opri, WOOD xAN ORY W000 SIDE JAMB It 4-mr I? STY t NEMMT MWUIUY) (3) FOR TO' HEIGHT OA SMALLER S (d) FOR HEIGHTS GREATER THAN TO' `t' B TYPICAL THRESHOLD & MULUON ATTACHMENT HIGH PERFORYMRZ BUMPER THRESHOLD (•en MU6 i STOP MUUMUU) RA DRY wwm MULLION (2-1? x 40T wnN 1? STOP SECTION I —A TYPICAL SIDE JAMB & SIDELITE PANEL ATTACHMENT RNGS-AI TED XAN DRY WOOD SIDE JAYD 1.1H' x 1-Dn6• 1? SHOP NEIGHT) SICam PANEL A (Low x rJ I—w000 TRIM WOOD TMEAO SCREWS.AOLED IS/UI?MIN.) WITH LOCATE r FROM TO GAUGE PIN MAILS EACH EACORNER ANO % LA• LONG LOCATE 11 O.G r ERDM EACH (AUTStm NOTL USE 110 %7 CORNER)(S-3/r O.C. FOR WJLLION SIDE FOR MIORILONTAL TRW ATTACNYENT VERTICAL TRIM SECTION B-B TYPICAL THRESHOLD & SIDELITE PANEL ATTACHMENT )(PAN HOGNT U1 �® (!� I10 %7 HIGH RMMICE q,AH NFM BWPER EA T/1THRESIgLO Test Om Ra riew Cartlfinle P3028447A wool) SCREWS MH71rS LOCATE 7 FROM ) I3026u7B: /302Ge47C ano COP(rmt Report MOI CORNEA Valil)ation Matrix P30264d7A-001. 002. 003; NOTE USE sic x r 130264478-001. 002. 003: rJO26447C-001. 002. RAT MEAD WOW SCREWS 003 ptOvioes al)l)itla,at inforlrTaDml • alrailute FOR MEAGER ATTACNYFNT IMm me rTS/WH website (www.etISemko.Com)• the Masonite websits (www.misonite.com) or trie Mason Le teormicl renter. June 17. 20020. u,'��✓/•"/'•• -///:, VC�� ,iCt'Z'/ (/Vw • .�o...ww... wdw0" „e°1progi°uw".0 4hmm �OpAi Masonite International Corporation .UMAa b NLg1 �Ulart UDNR 2 Tarr 2 Q�v o BA& BEDOING (DOW 995 OR EQUAL) 'DAllr I GLASS INSERT IN DOOR OR SIDELITE .PANEL HIGH PERFORMANCE RIGIO PLASTIC OR CELLULAR VINYL UP LITE SURROUND FOR lAr SINGLE PANE GLASS 1$T. 3/4. OR 1' INSULATED GLASS. 16 X 1.1R' PAN HEAD SCREWS LOCATED 13.1/0' MAXIMUM FROM CORNERS AND 14-3/4' O.C. MAXIMUM •rir E:'••• . 4 SECTION A -A TYPICAL RIGID PLASTIC LIP LITE SURROUND t.onr; 1.1r!' DOOR 1!r SINGLE (L pp,, 1/8' SINGLE PANE GLASS: 0 OOpoQ per PANE GLASS: — DOUBLE PANE: 2-1? DOUBLE PANE; 3/4' OR 1' 0 Q 3/4' OR 1' TRIPLE ULLATED E O O o�� 0 0 INSULATED GLASSE GLASS GLASS lAr SINGLE PANE GLASS: 12', 3/4' OR 1' DOUBLE PANE: 3/4' OR 1' TRIPLE PANE INSULATED GLASS 2 DOOR 1-7/16 'Glass inserts to be sub -listed by Intertek Testing Services/ETL Semko or approved validation service. SINGLE PANE GLASS: 1/2% 3/4' OR 1' r— DOUBLE PANE: Y41 ORTRIPLLET_E 1' TRIPLE PANE INSULATED GLASS � Test Oat& Review Certificate 13028447A: 1=64479: A426447C and COP/rest Reoon Va0dation AdOMatrix 13026447A-0Ot. 002. 003:130264478-001. 002. GM: #3o2S447C.001. 002. 003 Provides additional information . availatde Irom Ine ITSIWH website (www.e0semko.com), the Masonite �o websits (www.nmarite.com) or the MasoMte tKhnical comet P e.<r.<t..r,rr«.. Jame 17, 2002 .,.:.,. a..:,. e.«. 0"cwwrOpag�ofprod=lmw fneM.kn1P"1kAdwL Masonite International Corporation V4 Pro* e<oa moi<ct to dWQ. WCWA rorr<. P N O"�{ 0 o ' I l l r I Unit \� .,'` SINGLE DOOR WITH 2 SIDELITES 'UNIT 8'Er UNIT 15/16' 17-1/8' MAXIMUM ON CEN`rER TYR I 6 per vertical framing member 11 per horizontal framing member singe and strike plates require two ?-1/2" long screws per location. Width of door unit plus 1/2' Height of door unit plus 1/4' T T T T T T T T T T T w= Test Dal Review Certieote /3026447k /30264478; 03026447C and COP/rest Repon validation Matrix /3026447A-001, 002. 003;130264478.0M. 002. DM: /3026447C-001. 002, 003 provides addltlonal WomWtion - available from tee rrSNM weosita (www.edsemko.=rn), the Muoruta a website (wwwmasonitax=) or me Masonic, tecbniol oruec — Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3244•, 3249, 3264• or 3259 Compliance requires that 8' GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" 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. e..m.r..rr o. June 17. 2002 •— o-•o , o.... owcoonnwmDODO nmofo.amuewo. vd=knLom-tion Masonite International Corporation dr ien am wooed mid welua to Wnm "trre,rt noom X Glazed Outswing Unit FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panel used does not exceed 37 x 6'8". Vdw".Ck 6 In MW or Fts® IBM Dale Review Certificate I3026447A; /30264476; 03026447C and COP/Test Repon validation Matrix /3026447A- 001:002, 004 /30264478-001, 002. 0M. /302641r/C-0Ot, 002 003 providas additional information - availaDb from the rTSIWH websile (www.ofternlm.com) the Masonfte websft; (www.mason}le.com) or the Maso rite tetlmi®f center. Single Door Maximum unh size . 3r x 6'6' Design Pressure +55.0/-55.0 Urnitad water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and gsograptk location is determined by ASCE 7-ratlonai, clad; or local building codas specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0011-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum Installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: 1/4 GLASS: am Am og i gg gg gg 100 series 133,135 Series 136 Series 622 Series 1/2 GLASS: gg gg gg gg gg gg 105 Series 106.160 Series' 129 Series' 12 R/L. 23 RA. 24 R/L 107 Series' 10e Series 304 Series series' 'This glass Mt may also be used in tine fo0;win0 door style: Eyebrow 51wel with scro0. O akcra- wu"a..r.ioi. M-a Kn Pra EROLASS ENTRY DOORS N—&� Fb .r-6vr D— i " � • irrw 11, AD02 .r.�wl.n Owlit. 0eun omOWAAWowum+mofpnduclsxmeraoaemua.amruuo,eesW noWome Masonite International Corporation Of24 New to flmw *low tame. X Glazed Outswing Unit APPROVED DOOR STYLES: 3/4 GLASS: nn o0 404 Suet 410 series CERTIFIED TEST REPORTS: CTLA-805W-2 FIBERGLASS DOORS FULL GLASS: Certifying Engineer and license Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. - Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-58' laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround, Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME 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). �/ - &Utx5v� State of Florida, Professional Engineer Kurt Batthazor, P.E. — License Number 56533 Uw.t.Q�tr N....,. rI Test Data Review Cartirpte f30 W A, 13026447B:13026447C and COP/rest RtpoA VaBOttion Matra nMS447A- DOt, 002. 003: �0260478-001, 002, OM; rJD26447C-=. 002, 003 provides eddMonal IrdonnaGon avallable hom the ITS(WH webshe (www.etlsemkoxw). the Masante weosha Iwww-masordtexom) or the Masorite tetlmi®t. Oak aft t.<md.ar r,eT PIDDQOLAtS ENTRY DOOQS rasm.tlFby�[m,Doon o" Q •?oot OwDw Ow oaxeDW moowm of oroeum tnprorvnoa math taedttaeons, aaipn nn poaum Masonite International Cor oration P d=3&.*a to r>oi- Wm nmm. X Unit TYPICAL HINGE ATTACHMENT 4' x 4' BUTT HINGI (12 GAUGE) /\ r— NIAD-WL-MA0011-02 OUTSWING UNITS WITH SINGLE DOOR DOOR PANEL TYPICAL HEADER & SIDE JAMB ATTACHMENT FINGER -JOINTED KILN DRY WOOD FRAME HEADED 1-114' X 4-9/16' TH12'STOP HEIGHT MINIMUM) (3,77 LONG X iCROWN WIRE STAPLES UUMNLI 1NWPLLAI Tura SEE MINIMUM INSTALLATION DETAIL TYPICAL THRESHOLD 6 SIDE JAMB ATTACHMENT (3) FOR 7'0' HEIGHT OR SMALLER (4) FOR HEIGHTS GREATER THAN 7'0' FINGER-JOINTEO KILN DRY WOOD SIDE JAMB (1-1/4- X 4-9/16 WITH 12' STOP HEIGHT MINIMUM) HIGH PERFORMANCE BUMPER THRESHOLD (4-9M6' X 7Ar STOP HEIGHT MINIMUM) (2) /8 X 1.3I4' LONG FLAT HEAD WOOD SCREWS OR (3) 2' LONG X 12' CROWN WIRE STAPLES FINGER -JOINTED KILN DRY WOOD SIDE JAMB (1-1/4' X 4-9/16' WITH 1/7 STOP HEIGHT MINIMUM) Test Data Review Certitiate /3026447A:/3026447B: 13026447C and COP/fem Report Validation Matrix 03026147A-Wi. 002, 003; n02644711-0O7, 002, OM:OM26447C-001, 002. 003 provides addhlonal Information - avaBaNe trom the ITSIWH wdnite (wwwsUsemko.eom), Me Masonhe weEsite (www.mason8e.com) or Ne Masonhe teeMtiral inner. a..r..r..rr r..w, ►ioia. • June 17, 2002 Off00%xWDOMA1o1p1a0��"p1pMMCM10i�g�� I• Me ft onite International Corporation design ano Roerxt omo mqm m u mee - c rebm BACK BEDDING (DOW 995 OR EQUAL) M MAD-WL-MA0041-02 GLASS INSERT IN DOOR OR SIDELITE PANEL SECTION A -A TYPICAL RIGID PLASTIC LIP LITE SURROUND 1/B' SINGLE PANE GLASS; 12'. 3/4' OR 1' — DOUBLE PANE; 3/4' OR 1' TRIPLE PANE INSULATED GLASS 1/e' SINGLE PANE GLASS; 12', 3/4' OR 1- DOUBLE PANE; 3/4' OR 1' TRIPLE PANE INSULATED GLASS HIGH PERFORMANCE RIGID PLASTIC OR CELLULAR VINYL LIP LITE SURROUND FOR Iff SINGLE PANE GLASS 1/l, 34' OR 1' INSULATED GLASS. /6 X 1-12' PAN HEAD SCREWS LOCATED 13.1/6' MAXIMUM FROM CORNERS AND 14-3/4' O.C. MAXIMUM 6XVIA nnnh 1.7/19' 'Glass inserts to be sub -listed by Intertek Testing Services/ETL Semko or approved validation service. 1/e' SINGLE PANE GLASS; 1/7, 3/4' OR 1- DOUBLE PANE; 3/4' OR 1' TRIPLE PANE INSULATED GLASS SINGLE PANE GLASS; 1,7, 3/4' OR 1' �— DOUBLE PANE; 314'OR1' TRIPLE PANE INSULATED GLASS w+^+a4 +wr Test Data Review Certificate I3026447A: /3026447B; /3026447C and COPrtesi Report validation -� Matrix /3Mw7A-001, 002. 003; I3026447B-M. OD2. DM: /3=447C-001, 002, CM provides �addb=W tdorrtrati0n - avdLR* tom the ITSWH we0site (wwwxdwmko.cmn), Die Masmvta o websila (www.maswasom) or the Masome adrrrical comer. 0 ��pp��/y��ryypp �� Ertlaaiwlr Iron rK/IY/t/I[1[a!/m/tp. C June 17, 2002 our Qogramamodvakupf0vammn"""ptw—bon Masonite oesipn arm Oraaw7 ow International Corporation � to we w mace. 4 x Unit r MID-WL-MA0001-02 SINGLE DOOR PTs• YR N. 1 6' TYR 6'8" UNIT 8'D" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening '1 • Width of door unit plus 12" • Height of door unit plus 1/4" Test Data Review Certificate I3026447A: 030264476: f3026447C and COPfrest Report Validation Matrb(/3026447A-Mi, 002. 003' /30264478-001, 002, OM: /3026447C-Mi. 002. OM provides �addWOW irdorm fim - available horn the RSAVH websih (www.ellsemkmom), the Masonite ® websb Www.masomtatom) or ttre Masordte taWdoat tender. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSIBHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146, 3166, 3241 % 3246, 3261 a or 3266 Compliance requires that 8" GRADE 1 (ANSIBHMA A156.16) surface bolts be installed on latch side of active door panel —(1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons, 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment The 3116" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 pppp�� f..i E•<l ual••Ir Iron rnDiaai�ln/aon • June 17, 2002 •r.e,mm o"akt wen 0- cmeuwmd mopam m mama kmrwsmed mates ecersramn, Masonite International Corporation dalan And Grades dew weka to amps wanm no=L N A(biA&A C, 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/2B 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 Desi ner PW 1100/1900/1970 9 GA 7 Installation 1480 Flange HR 1480/1580/1590 10 GA 7/A Installation 1580/1590 Flange 3-Lite Slider 1580/1590 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 1x4 Fig Vert SH 1445 20 GA 14 Mull Bar Load Chart 1 x4 Fig Vert PW 1445 21 GA 14/A Mull Bar Load Chart 1x4 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 Ig Vert SH 1442 29 GA 24 Mull Bar Load Chart 1 x2.5 F12 Vert PW 1442 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' Flg Vert Mull Clip 1445 34 GA 30 linstallation FEB HEB Fig SH 1450/1550/1570 FE + HE 1450/1550/1570 35 GA 31 linstallation FEB HEB Fin SH 1100/1900/1970 FE + HE 1100/1900/1970 OFFICE Weathermaster Building Products, Inc. 227 Power Court Sanford, FL 32771 407-324-2080 407-324-0503 Fax 2004 Florida Statewide Product Approval Numbers For General Aluminum Products These numbers are posted on www.floridabuildinp -org under their product approval section. FL 5171 Single Hung Windows FL 5170 Sliding Glass Doors FL 5169 Fixed Picture Windows FL 5168 Horizontal Sliders SHIM AS RE" (S X NOTES ONE BY WOW OTHERAIIUI ANCHORBUCIBY 8E7YIED/Y./DOW [TALLATION BE7WFD1CAIAK �BT �OINOFLANGE t WOODBIlO( Y OTiETtS Iir FAA� �,i1 EXTERIOR �I SILL By PRE CAST _ _ '.. BY 07103 -CAULK BE7TLEE11 WINDOW FLANGE . 11 PIK CAST SILL WITH %t% M 116 ADHESIVE CAULK OR SECTION 1 APPROVIED EQUAL BUCK WIDTH FLANGE TYPE WDIDOW FRAME 1 JAMB PERIMETER BY OTHERS - WINDOW WIDTH - EXTERIOR GENERAL NOTES: 1) SHY AS REOb. AT EACH INSTALLATION ANCHOR MATH LOAD BEARING SHIM. MAIL ALLOWABLE SHIM STAG( TO BE 1 ♦- 4 3) WINDOW FRAME MATEIaAL-ALUMINUM ALLOY 8063 CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS, MU E ATTACKED TO THE SUBSTRATE WITH YAM118 ADFF9VE CAUIIf OR APPROVED EQUAL ♦) APPLICATION OF VUUOM 118 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MAMIFACIERER S RECOMMENDATION S) CAULK FOR PQTMETER SEAL AROUND DKIETOOR OF WINDOW FLANGE B) CLASS THICKNESS MAY VARY PER THE REWFIE TENTS OF ASTY E1300 CAASS CHART SINGLE CLASS IS SHOWN. DISILATINC CLASS IS ALSO QUALIFIED. -ORE BY Yg00 BUCK BY OTHER 1 1 4' IB T Simi AS REOO. (SEE NOTES) Q \ INSTALLATION ANCHOR 4 CAULK BETWEEN WINDOW FLANGE YAM BUCK SECTION 2 WINDOW WOH. A --*-i C. D A ow T. CAULK BETWEEN WISOBMtY OPENING BY OTHERS E .K 2 C I ,`��YYY3Y1jF =.- S E F L FFF3 r� ELEVATION No. 42371 ' VIEWED FROM EXTERIOR : a i O� ••• STATE OF W V Arrr IF ,10NAL .. G.A. 1 ::1 CALL I WINDOWQLAM DESIGN I d DESIGN I TAM ANON( LOCATICH SZE SUE (INCHES) LOCATIONS o s6 A i■ a 3 w -77-17 — -w -im -w iN AO A F.OUt3 FAU la UlA.mA-N -0 IN-iN AC P� 1NN 1IA ■ N 6/1 -ST -53 00 -100 AC /440 10 IA ■ as 0A -0 -@ -147 -1N7 AC r.4)U 161/0 ■ - 0-ta-137 AC o"Aw10 A0 72 -.40m-N atrnu l -1N -N A.0 ALFAIU17 Im IS 1A ■ a -07 -07 -130 -130 AC rOJ.0 ilu a 1/2, m aA -00 -00 -100 -1. AC rANI TN a 1/9 ■ m ILA -47 -57 -1N -101 AC F,Dw 0/N4 a 1A . N OA -N -INN -HOD -100 AC rn'Ll 11IM0 a 1,, A . 00, -43 -1.7 -100 -100 AC r,nlU 11W 2101,1 ■ 03 -N -a0 -01 -01 AC r.OJU IN/ a IA . n -ao -N -70 -T AD ►Am -Y -40 AC ►AIU 300 m IA • >• -00 -00 -n3 -n3 AC /.IUU j 30.3 a IA . 30 3A -47 -47 -a -a AC rAN! ADO 30 1A . m 0A --a-41 -70 -70 AC r.0w 301MN 3D IA • N BA - 0 -40 -77 -77 AA FAw 30Mi0 31D IA ■ 00 0A -40 -40 -76 -79 AC F.WU 3DA a 1/2• a -40 -410 -70 -70 AC r,nw 30W 30 IA ■ n -40 -40 -n -n AC FAIU - I - A,C ►.m a A . a -01 -61 -a-0 AC F.WU a 31 a OM 3A -N -N -47 -07 AA FAM aN 37 . 00 5/0-NO -N -07 -07 AC r.03U 3" 37 . N 5/6 -N -N -as-® AC F.WU 3H0 17. 66 8/9 -N -N -as-00 AC r.VU IN 37 . E -N -N -E _w AC I,n w a 37. 72 -a0 -N -03 -0T AC ►Aw -m -0a AC r.*)U am ■a It a -N -N -■0 -N AC r.g1U 42X Na a 30 3/6 -N -N -N - 0 AC r.6w Ntm 43 . m BA -40 -NO -ND -N AC �4 U 41 a:we A . N OA a . m M -N -N -N -N -b -N -a0 -40 A C AC rAw 423 43 . 03 - 0 -q -40 -N AC f.1UU 4772 N.7a -IO -N -a0 -N AC rAIU a0N 42 X 94 -N 1 -40 -A AO rAIU Na N a a -N -N - - AC FAw N>• N . a 3A -N -N - - AC FAw NJ 40 x m BA -N -N - - AC r.61U NONN N . N 0A -N -N - - AC F.G>U NM6 N . 00 0A -N -N - - AC FAH7 N63 40. 67 -N -NO - - AC F.OAU AA ►Aw a 03 IA. -N F.Aw aa 63 IA ■ s SA -N -N -- AJ: /.(w 34 03 1/0 B0 6/1 -NO AC F.NU 3M4 53 to N 9/8 -NO A.0 FANJ 3Ne 63 1A It m CA -N N -- A.CC ►OU m IA . 7 0 At 'AM &C I rAw pom 1) TE AM* ARE FOW.K AND IVMr,9 IIRIKIIWK O[E71 LOAD FRW 00/ARATM ANALVIN 6 NAK W ml OAR® N AmLs or MTDI pmIumm IMIT WMIMICIT IF is W 001111�U>�APPLICI POIM D LOAM ML K Ulna 10 NA PW NR TOMTM Im FOXII&M or 10 BMAL AT11a. nANX MAY[ WOW W 03omiW OR NAIDW 0/00110 1299 AAr NA TAPCOI AMIN IF ft"MIT L33N01 10 PNOIWE WLI-Ip 17SIMIOR WO ReMATE AT UGTE00 500 OI GURI. KE C3VATa0 rm MIT 10 TANw LmTa6 N F MACY MOOS e ■ NOT IN= N ANDINI OM. UK ANWO mANTRY IBM WIN HER LAMM KM A= TIE Al*8WUTE MIN PMMM *1b. YLA JOB B YOOSEF LAVY, P.E. r; ` CONSULTING ENGINEER =E0.►0L•O.r1■>r•r10. •ICYE Hal Mm/ORr LAIL R.R F IN ASSOMY 011AWM DNLA% VOW M43 r. AlCN HEM 1N0/IIRO/tan aNRI IA00 mcm AR P 1 N/A CHE 13Y FLOOD 81" BY OTHER NSTAIIATICH ANCHOR. CAULK BETUMIN BUCK NDTN- dlAraro T ONE HOOD BUCK t BUCKBY 07H 1 MASONRY OPENING 94M AS REO'D, By OTHERSOTHERS(SIR NOTES) RANGE !WOOD QUICK � CAULK BETWEEN WINDOW�a FLANGE TYPE FRAME NST ALL.A Q a ANCHOR 1 1 4' YN. .1 GLAZING (TYP. / w SEE NOTES)_J x PERIMETER CALPa _ CAULK WOW Bm OTHERBy / BY OTHERS MASONRY OPENING �FTLAANHH�K� T�YLppE� J/ Erc OTHERS 11NOOK FRAME MNOOM MOTHHHEEAMDEE7Ai 9eM A$ �� (Sm ►olm) EXTERIOR EX4TERIOR CAULK m rE —� FLANGE Bu BUCK WOOD BRICK HEIGHT - SECTION 2 �RAyr WN'N su rVA D N. rRDTTH. ETER By OPERITHER A C B p E MYRBFI. 5111 STOOL r BY OTHERS PRE CAST BY OTHERS..CAULK ETNEM MNDOW FLANGE 'Z .. •3 ST PRE CASI L VAT" %JLK M WINDOW 11e AGED EE CALAx OR SECTION 1 APPROVED E01A1 H / I HOGTH O'.7NOUl N m 1) SHM AS REDID. AT EACH INSTALLATION ANCHOR NTH LOAD EANNO SHIM. MAZE F G ALLOWABLE S M STACK TO E 1p•. :)) IIINDDM FRAME'MATUM ALLOY Wn a) �0 7Y00VFLNIOE AT IEAD NND .IAMBS S MUST E ATTIC® EOUAK. To TIE SIlBSTRATE ■iN tAlIJKEMI 110 AOE9VE CAUl1K OR APPR01cn TO TH •) CAULK AT FRAME SILL MUST COMELY MIN SEALANT 1 YAt1UFACTI11& E .XrAWgW °) eJ1wc ItO01E:iF)1 SEAL ANQUI D E7K Iuam OF UNDot1 FLANGE. ELEVATION e3 1XASlS ,I1aNEss MAY VARY PER DE EOJaflEH74 OF AMULT300 GLASS CHART. 7 THE ABOVE ARE POSITIVE a NEGATIVE STRUCTURAL DESIGN LOAD FROM -COMPARATIVE PERFMW'NCE TESTING. MEWED FROM EXTERIOR ,`AANNNNNNNNI NNN1 ANALYSIS A HAVE NOT ®1 CAPPED BY RESULTS OF WATER �•• 5 E F L 1IHUM THE WATER RESISTANCE TEST REO IP1110R OF 15 s OF DESIGN LOAD APPLIE4� 40.0 PSI' F . • / rIr POSITIVE DESIGN LOAD APPEES POWK OEM WADS EL RE LIMITED TO = rr DUE TO WATER TEST PRE32M OF 0.0 PSF. AC IPED N TESL e) INSTALLATION OF FLANGE FLAME WINDOW INgO/Nmw OR MASOORT 1)POf010 USE s/l e' WL 1 1/+• EMBEDMENTIN DIA. TAPOON ANCHORS OF SUFFTCEIIT UOMTH TO PROVIDE No. 42371 S SUBSTRATE AT LOCATIONS SHOWN ON GNARL 1)) SEE ELEVAIICK FOR KEY TO TAPOON LOCATKR6 f0) C DUCT WHIM IS NOT LISTED N ANCINOF OU1RT. USE ANCHOR QUANTITY LISTED NTH NEXT •k LARGER SIZE FOR THE APPROPRIATE DESIGN PRESSURE REM i 0 •• STATE of /axA A[OR1VP• (i?� 1N1' N �NO4NIL G.A. 2 WINDOW O:ASS DESIGN DESIGN TAPCON ANCHOR LOCATION SIZE (INCHES) PRESSIN PEE LOCATIONS CAPAOTY 0 PSF CAPAOTT IN PST v x o 177 -07 1a -1n An saw 13 x ]• a -a 1a -ta Al I.Ow 12 x A 7• -74 IN -100 As 1] X -IN AD f,1W u x a n -11 tar -IN AD raw 13 x a 07 -87 - - Al raw 1il -a Ae ra1 w Ia x D 1N -iN to -ISO AC /cuU 11 .24 11 -a to -iaa A.0 r,1LN7 11 x oo m -m la -t]a Ao I.4JU I1 x a a -•I ry -n1 AC raw I1 x a a -40 IN -I01 AC r.WU 11 x m a -40 - - AC ►AW t1:17] 40 -•0 - - Ac raw 24 1 t1 a -41 Mae -1a AC F.wu H 1 H Y -as IN -tW AC IAw ]I 130 m N -•• tw -I. AC I.NU ]N 1 30 NO -NO R -67 AC r•wU Z< 1 N 40 -40 a -a AC F'wU ]• 1 a 40 -10 - - Ac raw N 1 72 10 -40 - - AC ►aw a 1 t1 a �7 INC -tm AC r.0w a 1 ]• a -41 a -a AC ►A w all>D 40 -40 in-01 AC 1 U{ a 1 /1 10 -40 10 -m AO f.NU a 1 a NO -40 - - AC r.0w 32x7! 10 -0 - - AC /Aw 31111 41 -41 119 -IN AC IAw 30 1 t• NO -40 e7 -17 AC 1,0w a1 1 30 NO -NO 7a -73 AC F.Ow 31 0 as 40 -40 u -u AC Lo w a1 1 Y 40 -10 41 -Y AC ►ANJ ae x so 40 -40 - - AC ►Aw 31 x 72 NO -•0 AC IAw 41 1 11 10 -40 IN -IN AC IA U 41 124 40 -40 a -a AC Low Ne 1 >D 10 -40 0-12 AC Fwv •1 1 s •a/M a - 0 a - 40 A.CC rAm 41172 10 _40 _ _ AC ►,ON a x 11 10 -40 ION -101 AC ►.0w 10 1 ]• o -40 a -a AC I.ONJ 10 1 >D 10 -40 w -o AO m 1 at 10 -40 40 -•0 AC ►,0w 10 x 11 NO -40 10 -40 AC I,Ow m x m 40 -40 - - AG rA/U 72 / 11 40 -40 Iw -101 AC FJMU 72 1 H 40 -0 W -n AC r.OJU n 1 m 40 -40 40 -40 AC FAM -40 7] 1 N MI - 0 b -A � ►,oJU 72 110 •0 •40 - - AC ►w A M 111 - - a -a AC I Aw ON 1 N - - 11 -41 AC FAw M 1 30 - - 40 -40 AC r.CUv IN It 40 - - b 0 A.00 FAN) a -a AC I.OJU a S 1• - - •1 -M AC /,OJU a x m - - 40 _y Ac F.Q U a0 w x q - - 4040 -40 A6C I.wU YLA JOB 021D YOOSEF LAVY. P.E. CO NSULT070 CIONFF31 AR [ OtO li• Oti 1) >• •/Jt b Ne • W D 1LR am mmm tAm Solt / IN ASSEMY ORAN►U DAIMAt IIIA! 7043 • 1 r. 114)34o-0017 110x0 11m m 14Cillx[ wows • AR P I N/A MlY1 M DAR 12/10/Oa Ot ,Wa 8 161AA. 1. INSTALLATION ANCHOR CAULK BETWEEN ONE BY WOW BUCK BY OTHER WOOD BUCK h MASONRY OPENING lyyy BY OTHERS CAULK BETWEEN WINDOW I FBLEiA FLANGE R WOOD BUC( a SEE 0 d PERIMETER CAUL( BY OTHER 9w \ 1450 HEAD INSTALLATION \ ANCHOR SHIM AS REO'0 (SEE NOTES) — C CAULK BETWEEN WOOD BUCK R EXTERIOR MASONRY OPENING BY OTHERS II SHIM AS REDID 1459 SILL (SEE NOTES) PERIMETER CAULK BY OTHER J TABLE CAULK BETWEEN WINDOW 0 FLANGE R WOOD BUCK ONE BY WOOD BUCK BY OTHER OTHER CAULK BETWEEN B1JC: WOODINSTALLATION ANCHOR MASO AsoNRr OPEI/INc BY OTHERS 1 24- MAX ONE BBY OTOIIDER ONEBUCBBY OOD BUCKTHER SHOD AS REO D /— (SEE NOTES) 1456 JAMB ma JAMB — —3036 BULB VINYL SEAL, 3035 METAL GLAZING READ CAULK BETWEEN WINDOW FLANGE h WOOD BUCK I CAULK PERIMETER CAUL( BY 07HER EXTERIOR SECTION 2 VANDOW WIDTH GENERAL NOTES 1) SHIM AS REOUIRED FOR LEVELING. ELEVATION 2) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6D6_N 3) CAULK BEHIND WINDOW FIN AT READ, SILL R JAMBS. MEWED FROM EXTERIOR 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) DESIGN PRESSURES SHOWN ARE BASED ON MULLION CAPACITY ONLY. DESIGN PRESSURES FOR GLASS THICKNESS MUST BE DETERMINED PER ASTM-EI300 CLASS CHART AND THE SMALLER VALUE MUST BE USED FOR DESIGN. 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF ISX 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 OR MASONRY OPENING USE A'a 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 CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. WINDOW 2 HEIGTH GA 2A OO PARATIIE ANALYSIS R ANOIOR 04A17 FOR CDIERAL A iAWN SERYS 1350/I&W/1570 PICIUIE 1O010W �{ LR YY all Vr Aa1/D Y� A1f11p Ike®N IIIM[ �liD M iM[ D{ � •... ... r ,war tX�1011 7-, 4eeaA1 Demon e07N/ D®4 PRESMIe 0[ M PI®RS DOM PWMW A7 iAOI AT EAI1 NOWT WAITY O'777 WAITY Q4W) COMITY VSF) 11[AD >au JAM 1eJD SILL JAs 10 7 N -N - - 7 7 7 ! ! 7 W1N - -37 - 1 1 1 1 x 1 w 1 w 0 10 R W - p 10 ■ 77 - - -W 1 1 1 1 1 30 R 30 -52 - - 1 7 7 f ! f 70 R N - -17 - 1 1 1 i ! 1 30RN - -M - ! 1 1 1 1 1 30 ■ 10 - -N - 7 f 1 ! ! 7 J0 i W - - -al 7 : 7 7 : W 1 73 - - -N 1 1 7 1 x J Y 1 b -w - LINSTALLATION >e x N - -40 ANCHOR L, x N - -41 - 1 1 1 1 1 1 -40 0 35 X 73 - - -•a ! ! i ! 7 J CAULK BETWEEN a x7D - -37 - 1 1 1 1 7 7 WOOD BUCK d: N l N - -•5 - 7 7 f 1 1 7 MASONRY OPENING N 1 N - - -W ! 7 7 f l N R BY oTHERs w ., 1 - - I 1 1 1 i 1 N R W _N x ! ! ! ! 7 40 ■ 7J -N 1 x 1 1 x w X 70 - -JI - 7 7 7 2 7 7 w x 40 44 X 40 - - -A : 7 ! J J J « x 70 - - -11 ! 1 1 J 7 7 H xGo - - -N 1 7 1 1 1 J w X 73 -40 f 1 1 1 ! 4 N 1 W 1 N 1.0 - - -U 7 7 1 J 7 1 N 1 N - - -71 1 i 1 1 7 J N x W J 7 N x So- - -41 ! i J 1 1 J N ■ 73 _w ! 1 i 7 ! W x JO - - -31 1 1 i 1 J 1 7 7 1 7 1 1 J J 7 W 1 40 - - -p 7 7 7 7 J J W[ 7J -40f 7 J J 7 4 77-N 1 1 1 ) 7 1 73 } • • 1 73 t N - - -N 1 1 7 • • 1 73 X 90 - - -40 J ! Single Glaze Sol, ]llil ` / EA s. No. 4Z371 i YLA JOB #04-242 A * °C YOOSEF LAM, P.E. p0 '. Ru �,n ••• FATE OF CONSULTING ENGINEER FORM i 2 AA to ' • . OR LQ . =� 15a0 LAN- STATE P 100 OAUA; TEXAS 73243 �� /111 N, T: (214)34P•0049 r(214)340-01 FLORIDA LICENSE L �t0 042371 ` tall 1. 4e17 M.- W"Ie L Be1• III N i,Wd• Oia L ILL, ASSEMBLY DRAWING SERIES 1350/1650/1670 Pw w.D ac u JB YL N/A 1. D•rt do aure[. 11/OS/04 JBI 1350ASSY INSTALLATION ANCHOR — ONE BY WOOD BUCK BY OTHER - CAULK BETWEEN WINDOW - FLANGE d WOOD BUCK Q PERIMETER CAULK BY OTHER 1450 HEAD EXTERIOR 1459 SILL � PERIMETER CAULK BY OTHER a CAULK BETWEEN WINDOW — FLANGE d WOOD BUCK ONE BY WOOD — SUCK BY OTHER INSTALLATION ANCHOR — GENERAL NOTES: 1) SHIM AS REOUIRED FOR LEVELING. ELEVATION 2) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063. VIEWED FROM EXTERIOR 3) CAULK BEHIND WINDOW FIN AT HEAD, SILL, d JAMBS. 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 5) DESIGN PRESSURES SHOWN ARE BASED ON MULLION CAPACITY ONLY. DESIGN PRESSURES FOR CLASS THICKNESS MUST BE DETERMINED PER ASTU-E1300 GLASS CHART AND THE SMALLER VALUE MUST BE USED FOR DESIGN. 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 157E OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF, DUE TO WATER TEST PREWAJRE OF 6.0 PSF ACHIEVED IN TEST. 7) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE A'/ TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MINIMUM 11• EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON OiART. B) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE CAULK BETWEEN WOOD BUCK d MASONRY OPENING BY OTHERS j Y WOOD I BUCKONE BBYWOMER BUCK ONE BBY OTHER SEE SHIM AS REO'D a TAI v (SEE NOIES)� I — 1458 JAMB 1458 JAMB — IT INSTALLATION J � M 81I1.B VINYL SE L ANCHOR r4u3035 METAL Zy.1 READ SHIM AS REO.O (SEE NOTES) CAULK BETWEEN WINDOW CAULK BETWEEN FLANGE d WOOD BUCK W000 BUCK d PERIMETER CAULK PERIMETER CAULK MASONRY OPENING BY OTHER BY OTHER BY OTHERS EXTERIOR SHIM AS REO'D SECTION 2 (SEE NOTES) j a SEE TABU: 0 `CAULK BETWEEN l WOOD Bucr d MASONRY OPENING BY OTHERS SECTION 1 24- GA 20 COMPARATIVE ANALYSIS A ANCHOR CHART FOR GOERAL A AAMM SRE3 13W/1030/1070 PICNIE WIDOW �i00a MAIOp v P faln ■A�OI v aim 1,Au is _ — Win W[Ra0 _ — sm v�9.� _ LK •:aHa� ImAO W 711M[ P uWar n®1Dn Ralam ,_, •III[ rrr oamnR y7 •yHm ROM/ 01901 fROM# OCOM NR19RR OEM PWOURE AT EACH AT EACH V1 <F HEAR CAPAC7Y M CAPACITY V NT wACN (PSI) Wjo SLL JAM WAO sa, WE 20130 -W 20 a w -00 - - 1 t 1 ! ! ! 2D 1 10 -47 - - 1 ! 2 1 1 f ID R 7 7 ! ! ! 0 70 R so- w a 73 -0, - 1 2 7 1 1 3 D 30 a 30 -70 - - 1 1 1 1 1 1 30 R 40 -3J - - 1 ! 7 7 ! 1 3110 -44 - - 1 1 1 ! 1 1 30 a 50 -43 - - ! ! I 1 1 1 30 IT W - -44 - 2 1 ! 7 I. 3 3)a 73- -04 1 1 3 1 1 3 30 a ]0 -w - - 7 1 7 x 7 ! NSTALLATION 30 1 b -b - - f f 7 7 : 7 ANCHOR R b - -w - 1 7 2 ! ! 3 ]0 t 1w, - -53 - 1 1 ! 1 1 3 OI I 0 30 a 73 - - -3• 1 ! 3 1 f 0a 70 -u - - 1 7 I 7 ! ! CAULK BETWEEN WOOD BUCK d b a b -b - - 2 2 1 1 ! 7 MASONRY OPENING is a 50 - -u -41 - 7 1 i 7 7 3 BY OTHERS 10 H as 1 3 b a 77 -SI I 1 3 1 7 3 N a b wI W - -U 1 ! I 1 1 3 w1 W - - -N I 1 3 3 3 1 wan -51 1 2 3 1 f ! bab - -51 - 7 1 1 1 3 1 bR 10 - -w I I I b ITW - -42 - ! 1 ! 1 7 1 b a as - - -02 1 1 3 3 3 4 b■ 73 -50 1 I 3 3 3 3 W a 30 - -•3 - 7 7 7 I 3 7 W 110 b - -42 - 1 I ! 3 3 7 W R b - - -01 1 3 1 1 • 3 so 30 - - -W 3 3 1 1 1 3 00 a W - - -52 1 2 ! 4 Wan -U ! 2 7 -3 —3 5 13130 - - -U 3 3 1 1 1 1 3 a b - - -32 3 3 ! 3 ! 1 n 1 4 - - -W 3 3 I ! ! ] 73 a W - - 731 W )] • n - - - - -4.3 -•0 3 3 I 3 3 1 3 3 `,��354444j 7111I Insulated S E F 11 _ A, 5�- / No. 42371 YLA JOB /04-242 p * a YOOSEF LAVI• P.E. •• STATE OF Lu CONSULTING ENGINEER A T ? • AAF ' F� WSW FOREST LANE. SATE 1105 TEXAS 73243 0 R 100'•' V - 77 J`'• �`� DAOAs. T: (214P&0-0049 F:(214}HO-OC fill 0 H, L , �� FLORIDA LICENSE /42371 IWI LGiE r•dHH9aB 2sw•/d�11�•I,AaC ISf1 ASSOIBLY DRAWING SOIES 1330/1050/1070 PW ao *"IL I N/A 1350ASSY SHEATHING BY OTHER INSTALATION ANCHOR 1 FIN TIDE WINDOW FRAME F PERIMETER CAULK BY OTHER INSTALATION ANCHOR CAULK BETWEEN FIN h SHEATINO 1' MIN [—EMBEDMENT FIN TYPE Sril SHEATHING BY OTHER I' MIN. EMBEDMENT SECTION 1 WINDOW HEIGHT SICM F REn CAULK BETWEEN WINDOW FIN A SHEARNG 2 X MOOD BY OTHIRS CAULK BETWEEN FIN TYPE WINDOW FIN R WINDOW FRAME SHEATHING JAMB A V-1 I'MIN. 1 EMBEDMENT SHEATHING BY OTHERS WIALAANCHOR NDOW WIDHT N HORRON PERIMETER CAULK BY OTHER WINDOW WDH. I A:C O.C. / WINDOW HOT. I �•' SEFgEF L "'II 1 No. 42371 v W 0 STATE OF W it a rLORTO' V 744N to, "0 NA L j4hNVN"�� `- G.A. 3 COMPARATIVE ANALYS)S NY TAPCON ANCHOR CHART WINDOW. om PRFmm N0. OF j 8 9pIEN MARK OF .090 OIANAL SIZE INCHES CAPACM N PSF FIVI N I'M I KQ,& N RNE EKrERK)R INTERIOR toe AD SILL SEA AN Is ■ 30 100 1 2 2 2 2 3 le . 40 e3 63 : 2 3 2 2 3 tea so 63 e3 2 2 3 2 2 1 I6 a 60 30 30 2 2 3 2 2 3 20 ■ 30 as as 2 2 2 2 2 3 20 ■ 40 73 73 2 2 3 1 2 4 20 ■ 60 so 39 2 2 1 2 2 4 20 ■ so 46 48 2 2 3 2 2 4 26 a 30 37 77 2 2 2 2 2 2 2e ■ 40 32 62 1 2 3 2 1 3 60 4e 46 2 2 3 2 1 4 2e a 60 40 40 2 2 3 2 2 4 30 a 30 52 52 2 2 2 1 2 2 30 a 40 49 49 2 2 3 2 2 3 30 a 30 43 43 1 2 3 2 2 4 30 a e0 40 40 2 2 3 2 2 4 3e ■ 30 41 41 3 3 2 1 2 2 3e ■ 40 40 40 3 2 3 3 3 3 3e ■ 30 40 40 3 3 3 3 3 4 36 a e0 40 40 3 3 3 3 3 S 40 * 30 40 40 2 3 7 2 40 . 40 40 40 3 3 3 3 40 . 60 40 40 ;3U 3 3 3 4 40 60 3 3 3 s e] a 72 40 40 4 4 4 7 GENERAL NOTES 1) SWIM IF REQUIRED FOR LEVELING. 2) WINDOW FRAME MATERIAL ALLOY 6083 3 CAULK BENNO IBNDOW FM AT HEAD ,SILL Q JAMBS EQUALLY SPACE 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. ANCHORS (TYP•) S) CLASS THIgONESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHART, SINGLE GIL A21N0 IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED e) MOM WATER RESISTANCE TEST REOLVOG NT OF 16R OF DESIGN LOAD APPLIES. POSITIVE DNS IN U3ADS WILL BE UNITED TO 40.0 PSF DUE TO WATER TEST PFM39 E OF 6.0 PSF ACHIEVED N TEST.' 7) INSTALLATION: FIN FRAME MNDOW IN W000 FRAME OPENING M-0T TWO BY WOOD STUDS US010 .090 NGL DIAL NABS OR #8 SCREW DF SU7TICENT IDIOM TO PROVIDE MIN.1' EMBED ENT INTO SUBSTRATE. B) F EXACT WINDOW SIZE IS NOT LISTED N ANCHOR CHART . USE ANCHOR QUANTITY USTED MTH NEXT LARGER SIZE. B' MAx(TYP) YLA JOB 021A 7r 1 YOOSEF LAVY, P.E. / • , . �' —B'MAX, (TYP). CONSUITINO ENGINEER .w. 11mo roam Eat e1lrc F ,ee 1401 L Dab{ IL • tbtdkL a T31M • FA on INeLt • oft Q 75511 4' ELEVATION 2100� " ASSEMBLY DRAWING VIEWED FROM EXTERIOR SIM 1100/1900/1970 mm HUNG 2TNDOW ERN. Oltlm OfiLLl AR IP N/A MIDI 109" EAT! F� DR NUMB" B 12/11/O3 , TALATION 1100 SHEATHING CAULK BETWEEN FIN CAULK BETWEEN BY OTHER & SWAYING FIN TYPE WINDOW FIN & WINDOW FRAME THING '�''�\ V 1' MIN JAMB IANa 110N I \ III /\ EMBEDMENT 1'M1N. EMBEDMENT PERIMETER CAULK-\ BY OTHER PIN TIPE WINDOW FRAME HEADER CLAZING (SEE NOTES) 1 LLI.LERIO� PERIMETER CAULX BY OTHER HOGTH INSTALATION �� I I ANCHOR OT)ING BY OTHI' YIN BY ER r-- E]BEDMENT SECTION 1 IF REO'D CAULK BETWEEN WINDOW FIN JI SWAYING mouIIS- H) INE ABDYE ARE POSTNVC • NEGATIVE SFRUCTIRM DESCH LOADS FREW CCMPARARYE ANALY95 AND HAVE NOT SEEN CAPPED BY RESULTS OF WATER PERFORMANCE TESTNIL WIRE WATER RIWITANCE TEST RETW11RFUNT OF 151 OF DE9ON LOAD APPLLR POSTIIE OEM (DADS WILL BE LIMITED TD 406W PSF DDE TO WATER TEST PRMS1tE 0I &Q PSI AOIEVED N TOT. 2) MATH THMMM MAY VARY PER KWRDAM13 OF AMU C1300 G A97 OHMTS i) NSTAU.AIION iN FRAME W11DOW N WOOD FRAME 0P10411140 WITH TWO 9Y WOOD' STWS USHC /I 8 SO" Or SNnCENT UN M TO PROVIDE MN.I• 10A37DMMOPT INTO R1852M1E OR ILWO N DUL NAJL4 1) F EXACT W KIM SZE 19 NOT LWED IN ANOHOR OHMT, USE QUANTITY LISTED TM NEXT LARGER WE. S) SHN F REQUIRED FOR LEVEUNCL 8) WIN DOW FRAME MATERIAL. ALUMINUM ALLOY 6051 1) CWUf BEHIND WOW FIN AT HEAD. SILL t JAMBS. 8) CAULK FOR POSIETER SEAL AMM EXTERIOR A WO0OW FLMM SHEATHING BY OTHERS N WINDOW WTANCCHORHOR DHT IN ION F,XTERIQB PERIMETER CAULX BY OTHER SECTION 2 1 fJ W' MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR 2 EQUALLY SPACE ANCHORS (TYP.) 6- MAX. (TYP) I2j11 S E F ( 1112 i N0. 41371 Sp 'rv. i 0 STATE OF ' AAiA � ••f(0R10�•'�V J' C A22H 12 �ONAL � •��, ` G.A. 4 COMPARATIVE ANALYSIS & TAPOON ANCHOR LOCATION CHARI w �W CLASS DE9W S GLASS DES04 Rm OF fB STREW NO. OF MOA0 Du ZE (INCHES) PIifSM CAPAUTY N PS' PRESSURE CAPAOTY N PSP REQUIRED IN FRAME NALS REQUIRED N FRAME ! 2 1011 9 4 -4I I= -101 1 2 2 m 1 4 4 -40 M -N 1 1 I 20 1 4 4 -10 O GAD x 9 4 -•o -Q 2 1 f 1 I AD x so 4-0 w -R I 1 1 f 7 1 t 30 x p 4 -10 O -p I ! 7 7 i ] ]014 4 -4 N -u I 1 ! ! ] ao x 4 4 -4 a -et 1 1 1 a a 1 301Io 4 -4 00 -p 2 2 7 a ] ]D I so 4 -4 4 -4 2 2 2 ] a 1 i x p 4 -4 73 -73 1 2 1 1 1 • >e ■ 4 q - 0 0-GI 1 ! 1 ♦ I 14 i• x p q -4 M -II 1 ! 7 1 1 1 a• [ p 460 4 4 1 2 2 • 1 I q 1 9 4 -4 N -I/ 2 t 7 1 401 q 4 -4 1] -6T I t f • 1 4I4 4 -�0 4 -16 1 t 7 ♦ 1 4 x p 4 -4 H -M I 1 2 4 x p 4 -4 4 -b 1 I 2 • 1 I •I x 9 4 -4 12 -et 1 1 f • • t 4. 4[4 4 -4 4 -4 2 7 2 • 1 4 x p 4 -4 4 -4 ] 2 1 • 1 1 -ID 2 ! 7 • 1 e p x 9 q -4 go-R I 2 1 ♦ 1 1 p 1 q 40 -q •• -11 1 2 ! • 1 ] p x Y q -4 q -40 1 1 t • 1 1 9x9 b -4 4. -4 1 t t / • 1 pxp 4 -4 4 -4 2 7 ! 1 1 I p 7 9 4 -♦0 4 -K' 1 t 2 I I 7 p[ b 4 -4 4 -q 2 2 2 t I 7 pI4 4 - 0 4 -4 1 1 t t p x 00 4, 4 -4 t 2 ! ! I p[ 0 4 -4 4 -4 1 f 2 0 I t 7019 4 -4 4 -•t 1 a 2 7 7 ! 70 [ 4 4 -q 4 -D I 1 I 7 7 1 7014 4 -4 4 -•0 2 f 7 1 7 1 70 1 w 4 -q 4 -4 1 I a 7 7 1 70 x p 4 -4 4 -4 I 1 1 7 7 I 72 x GAO 40 4400 40 -4 1 f f e I ! 7114 4 -4 4 -4 1 2 2 t I i 7214 4 -4 4 D -• I 1 a I I 7t x do 4 -b 4 -ID 1 t 1 a I 1 72 1 p 4 1 -4 10 -IG 1 2 7 1 I I I p I 30 - - 4 -I1 1 1 1 I 1 1 wxq - - 4 -4 2 1 ! 7 1 ] px 4 - - 4 -4 1 1 2 I I • pxp _ _ 4 -4 2 1 a 1 e e 1 9019 - - 4 -R 2 1 2 7 7 t IOx4 - - 4 - 4 1 ! f • e 7 p x 4 p x 00 - - q -40 t !3 10 4 M 1110 - - 4 -•C f 1 a 1 7 7 N 2 4 - - 4 -10 1 i ! I t ] TWO BY BUILD DOWN BY OTHERS CAULK BETWEEN WINDOW FLANGE k FILL STRIP SHEATHING BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME FLANGE TYPE WINDOW FRAME SILL PERIMETER GHULK BY OTHERS CAULK BETWEEN WINDOW FLANGE R WOOD BUCK t1 6 a CAULK 13ETWFEN FILLERSTRIP R BUILD DOWN BY OTHERS 1 1 /a- MIN EMBMME14T �-FTLLERSTRIP BY OTHERS. SHIM AS REO D. (SEE NOTES) INSTALLATION ANCHOR. BUCK GLAZING (TYP. HEIGHT SEE NOTES). Q 1 1/4' MIN EMBEDMENT. CAULK BETWEEN WOOD BUCK dJ LINSTALLA' MASONRY OPENING BY OTHERS ANCHORS SECTION 1 O.A. 5 QEjfERAL NOTES: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIM. MAX. ALLOWABLE STACK TO BE 1/4'. 4) YANDOW FRAME MATERIAL ALLOY 6063 3 CAULK OEM WINDOW FLANGE AT HEAD, ALL R JAMBS 4) CALA.K FOR PERNMM SEAL AROUND EXTERIOR OF WINDOW FLANGE 5) MASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 MASS CHART SINGLE GLAZING IS SHOWN, INSULATING CLASS IS ALSO QUALIFIED D) WWI FE WATER MWANCE TEST REMMOMIT OF 13R Or DESIGN LOAD APPLIES PO9DVE DESIGN LOADS WILL BE LIMITED TO 40.0 PST DUE TO WATER TEST FARE OF 6.0 PSF AOWWD N TEST. 7) 1] 6' TAPCON TYPE NsmuAT10N ANG/OI MUST BY 0r skmatENT LFNCTH AT HEAD AND JAMBS MUST � WFI ENT INTO L�ENGTHhTOAdtEV� 1 � �W /NF' MN. EIfBFD1101T INTO WOOD FRAMING. 3/10' AA 7APCON ANCHOR ! 08 NSTILA71G1 SCREW TO BE PLACED D' MAX. FROM CORN= It 71' MAX. C.C. MAX. BETWEDL 6) BALD BOMI AROUND THE I:UFtW PORTION OF WINDOW FRAME TO BE ENDDI EM BY On"& RXID DOIW MUST BE OF SUFFICIENT 5TRDIOTN 10 ADEQUATELY TRANSFE]K LOAD FROM WINDOW TO THE STRUCTUATi. Y) O�T�RHIS1SIroCT uSE OF THIS PRODUCTTO TTWO CONFI URAAONTMEETAPKM TOALL CONnO TIOHS DF nxED WINOOM FR bw Smnu. WINDOW ELEVATION VIEWED FROM EXTERIOR ...•1�1/444 5E F L LLILL4 140. 42171 $ i C STATE OF ? f�OR1081 664"ONAL IL P,. el r O� SHIM AS REO'D (SEE NOTES) FLANGE TYPE 1 1/4 MIN. FRAME JAMB v I— EMBEDMENT GLAZINGSEE NOTES OTES-7 INSTALLATION ANCHOR. CAUL BETWEEN WINDOW MANGE SHEATHING C Wrnaa ONE BY WOOD PERIMETER CAULK BUCK BY OTHERS. BY OTHERS CAULK BETWEEN WINDOW FLANGE h WOOD BUCK. SECTION 2 CI C\/A TI/'1A1 VIEWED FROM EXTERIOR I INSTALLATION DETAILS TWO BY BUILD DOWN SERIES 14sopsw/1570 OERONED PICTURe MNDOW DNS ALAIM 1450 PW INSTALLATION ANCHOR CAULK BETWEEN ONE BY WOOD MOOD BUCK R BUCK BY OTHER MASONRY OPENING BY OTHERS CAULK BETWEEN WINDOW FLANGE 6 WOOD BUCK ^ , SEE. v 1 a TABLE PERIMETER CAULK BY OTHER 1450 HEAD II SHIM AS REO'D (SEE NOTES) II SHIM AS REO'D 1459 SILL (SEE NOTES) PERIMETER CAULK BY OTHER VqCAULK it 6lEUUUK BETWEEN WINDOWFLANGE k WOODBUCKONE BYWOODBUCK BY OTHER BETWEEN WOOD BUCK h INSTALLATION ANCHOR MASONRY OPE?MG BY OTHERS SECTION 1 ONE BY MOOD BUCK BY OTHER SHIM AS REO'D (SEE NOTES) 1458 JAMB — r. 3035 METAL GLAZING BEAD — CAULK BETWEEN WINDOW FLANGE 3 WOOD BUCK PERIMETER CAULK BY OTHER WINDOW — GENERAL NOTES: 1 SHIM AS REO'D. FOR LEVEUNG. `,]��.44•}4j �` S E F IIF4}t ALLOYATDHEAD. 3) C ULK BEHIINMD WINDOWIAFLANGESILL & JAIJDS. ` 4 CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 7P P 5) CLASS THICKNESS MAY VARY PER ME REQUIREMENTS OF ASTM U�i pK E1300 C 7i SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED Ti V i • B) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15X OF DESIGN LOAD APPLIES. PT�I1TIVE• NO. 42371 i 1 DESIGN LOADS WILL BE LIMITED TO 40.0 PST DUE TO WATER TEST PRESSURE OF B.NSP$ACHIVED 7` IN TEST. '• 7) 13/15- TTAPCON TYPE INSTALLATION ANCHOR MUST BY CF SUFFICIENT LENGTH 0 • STATE OF ;' W TO PRONEADDE A MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE /B INSTALLATION $CHEW ,2s AND JAMBS MUST BESUFFICIENTLENGTH 10P' • NTO fJ, ' �[ 2 INTO WOOD FRAMING, DIA�APUCO FPS L/STWAl1ATION1 �E1 13E i� 0 R V PLACED 6' MAX FROM CORNERS R 24' MAX O.C. MAX BETWEEN. 27 •{' lII B) BUILD DOWN AROUND THE CURVE OF WINDOW FRAME TO BE G��D BY I ;O N, `•�• PSUFFICIENT STRENGTH TO ADEQUATELYORTION OTHERS. BUILD DOWN MUST BE OF TRANSFER 4,`, LOAD FROM WINDOW TO THE STRUCTURE. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INT04M TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS 10) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE QUANTITY LISTED WITH NEXT LARGER SIZE _ SEE _ TABLE 17 D ( INSTALLATION ANCHOR 0 CAULK BETWEEN WOOD BUCK R MASONRY OPENING EXTERIOR BY OTHERS SECTION 2 ELEVATION VIEWED FROM EXTERIOR ELEVATION VIEWED FROM EXTERIOR GA SA >a a rn .w v (M/1 grew ...r = a en wr M} arse wusr rw. W �mao w ru•[ r s.rr 17•ImOR imp w nw[ 1-1 1■r■A1 omm TWIN/ OmOI PI®!R DE" PI�NR DESOI P�7[ A7 EACH 1[A0 RL AT fACH NEID SILL NOWT CAPAOTT M WA017 M WACTY m a" AAA 20 1 30 -t0 t0 ■ 40 -410 20 1 q -47 - - 2 2 1 ! 1 7 ?D k 10 -43 - 1 ! 1 ! ! 2 7 7 ! f 10 1 73 -01 7 2 f 2 2 JD 1 30 -70 ]D ■ 408 -33 f 7 ]0 ■ 10 -43 - - ! I ! 7 2 1 30 ■ t0 - -N - 2 f ! 2 ! ] 301 73 1 - -74 ! 2 ] 2 2 ] N 1 30 -10 - - 7 2 1 ! 1 1 s■q -q - - 7 2 f : ! 7 M■ tD - -44 - 2 I 1 3 2 ] m■ 73 -N 1 2 ] 2 2 ] q■ ]0 -1J - - I t 2 2 2 2 qiq -b - - I qi q - -m - 7 I 1 : 1 ] 40110 - -N - I 1 I 3 I ] q k W - -•1 - I I I 2 2 1 b■ 7] -]2 2 2 1 1 ! 4 N ■ 30 -q M 1 40 -AA N 1 4t - -47 - 2 1 2 ] ] ] 2 2 3 ] ] -04 2 ! ] 3 3 ] N■ n -51 i 7 ] t 7 U 1 30 - -1 - 7 7 2 3 7 7 g l 10 - -11 - 7 1 2 3 ] 1 ! ! ] 1 ] -42 - 1 1 2 ] ] ] 44 ■ to - - -42 2 7 ] t t ] q k 73 -]0 2 2 ] ! 2 60 ■ b - -U - 1 1 I 2 2 2 to 1 q - -42 - 2 2 2 2 2 2 00 -91 ] ] 2 ] ] 2 W k 1D - - -.D ] ] 7 ] ] ! 60 - - -12 3 2 2 2 2 2 t017] 7] t 30 _ _ _t] ] ] 2 ] ] ! 13 2 40 - - -12 ] ] 1 4 • ! 73 ■ 10 - - -10 ] ] 2 4 . 1 1] --3] ] 1 OW NTH YLA JOB AM YOOSEF LAM,, P.E.P. CONSULTING ENGINEER 9570 FOR[$T LANE, SUITE 1 109 1001 I. O'k M.- T.,r., 0 Ism- IA 1r mm- owkm D rAl INSTALLATION DETAILS TWO BY BUILD DOWN DALA& TEXAS 75243 T: (214)340.0049 F.(214)340-0007 SERIES 1350/1650/1670 DESIGNED PICTURE WINDOW FLORIDA LICENSE /42371 ,.. AR ow FA N/A aaa. Iry 10/14/04 B 1 350OS-ASSY x 2.A. 6 u: 1) DESIGN PRESSURE CAPACITY OF WINDOW A INSTALLATION IS 10.0 PSF. 2) INSTALLATION OF nN FRAME WINDOW IN W000 FRAME OPENING YMTH TWO BY WOOD STUDS OL099 INCH. CIA NAILS PLACE .029 NABS 6' FROM FIN TYPE CORNERS MAIL Nk 6' O.C. MAIL BEIWML FRAME 4W 1' MIN. 1' MIN. 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENINO WITH EMBEDMENT SHEATHING EMBEDMENT TWO BY WOOD STUDS, USING /6 SCREW OF % FFN7ENTLENGTH TO By OTIEIRSOTHERS PROVIDE MN 1' EMBEDMENT INTO SUBSTRATE PLACE SCREW 0 6 MAX _� FROM CORNERS R 24' O.C. MAX BETWEDL RMALATION ANCHOR 4) SHOA F REQUIRED FOR LEVELING. SHEATHING BY CA" 9mm FlN s) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063 FIN CAULK BEHI70 FIN. BEHOININD 6) CAULK BEHIND WINDOW FIN AT HEAD, SILL R JAMBS CA23NO (TYP.) SEE NCIES 7) CAM FOR PERIMETER SEAL AROUND DITERIOR OF TNNDOW FLANGE S) CLASS 7HI00AESS MAY VARY PER THE REWRENENTS OF ASTM 13M GLASS 01ART. INSTALLATION ANCHOR PERIMETER SINGLE Q.ADNG IS "Wk INSULATING MAW IS ALSO QUAMED. EXTERIOR CAW BY DOERS 10) ELEVATION SHOW COMMON CONFIGURATIONS IT 5 N07 INTENDED TO LIMIT PERIETER CAULK By OTHERS USE OF THIS PRODUCT TD THESE TWO CONFIGURATIONS THIS SHEET APPLIES TO ALL IIDNDOW 1Am7H CONFIGURATIONS OF n)ED PICTURE WINDOW FRAMING SSTEM. n SECTION 2 SEE 4oTE�_/EXTERIOR FIN TYIIE FRAME SLL PERIMETER CAULK By OTIERS 11MALATICN ANCHOR CAULK BENIG, FIN SNEATTMc BY OTHERS 1' MIN. SHIM F RIM I ELEVATION VIEWED FROM EXTERIOR 2 ``,`�NNEH1jI S E E1 F ( INN `� .... • Ni,,, 1 7( No.42371 7( �i 0 STATE OF FF NnJ OR ANN J'O •� ,� FINNNYEE \N"�,` I FI FVATION VIEWED FROM EXTERIOR 2 G.A. 9 FWAUTIN Axa1OR 1H$T#=TIOI ANCHOR SHIN a MID ONE BY WOOD CONCRETE O1 MASONRY pONNG �T 7L7�lEW (TYP. affl TAPDONNS AIC 3/1r txi TAPCON (� NOTES BUCK BY oTNQts By OTHERS NOT REQU) DOOR FRAME ' CAULK eET1EEfH ww RIOT B '� INSTALLATION ANCHOR ONE BY WOOD MASONRY CKERNO BY 07HEM D � fO�E11 (IMP. WIQ[ BUCK By OTHERS Q Y.AalO (SEE NOTES) TAPZONS ARE NOT RWM) SHIM AS RE7o 1-1//4. MN. 0 . (SEXNOip) Q i d CONCRETE v OR MASONRY 1 4'YAI-1 >S� SPAR D .p Brpoor"m 4► NSTALATION AN 3/1r MA. rArooN STUCCO By 011"s D CAULK UTWEEN T10m am • FRANKBBOPOM Y OTHERS BPOBCAWc PERT EIER utxx BY OTHERS Dom HmGwT CCO 8Y OlH RS T-1 ♦• MIN GLAZING fNT (SEE NOTES) a�AOq I I DOOR 1.OM MAC 4HN 4M SPACE SECTION R-R ° E 4 • SWING O AS7 WOMAN ° I-1/4. MIN. HOW STRIP UR7IALLY APPLY CAULKING •Emsmum Uhm SILL OR SET SILL of SO ° ° I OF . aWIa10 (gE NOTEs� f DSONRa OR OTHI Dtvwc G SECTION A -A QTALAAdI ANCHOR ry nTllnn 3/1r CIA. TAP'COI MD OOW MAIM 11 MLLAI AWaT.0.3 T� as 1101 NOMM 11{ti S OF YNRxOf► UDICN 1G AOIK IK RJR v MRIf IIrtO ALMNAN UINON WINLIAM A CH M WONT TO MO1 N ALL I1AM HONOR VVV F RLICE DOOR Q 0 NOT LX= NOWNfR TE MOON OT. us Mom UM two M NOT RMCI aE NN WX I wro"A=oNOS 0W MD71► m .FOET 1 wN U• OLONW-F►aW JOIN 0! A ampmuvl is I•sm fimm aaATm MAW WRE NANO NAO A1.IMM 10FOE0 YAW WOOM MAY WAY 10T R NDOX111 OF ASTM ft= t - OMxa q RALL UMN 10 Q ��OOmR�en •II 0.OWNN ANOW DL MRIxO W ruxG was P SOs o vnmNr nnnn a41N / u ao F AM TD a RAU�31 WON A WAIL art am MOIL 1 FNW F. AN L At 1A ROF MA T OFLATO MOOR IL AROWR INN 0001 10 W 1/'r- . ,1 ALL NWfAL AT04AOA NMT R MW O OB•sON ACIrM HNTai" •. • . 1 NO!'r NOW=" a PMd AN •r MCNIM N IIOI PANEL ARWOIm 004FOAKIN" AM AS UV= ON Nwtmuu N OYxL 117 HOT ALL OMMW O a10 AFOMI AW MNONI ON WO OMIM N OMM N194AA101 NOON •N•, 1-r M NOOx WIMP MIX MNT A MOILAION S ALL A/.NMI0 OOMAOOIL 1.) W ANA1AMx IAOO WETO T4/mN Oman TO W w Or_ IQ m 430 IRANB OLM COON 0 MIlWL WW PONT AM M.40 10 470 • 4" IM M 1 MQ DON M mmm ■ 10m WAIN NMJcNt< UN NTM7• v 007MI T UBOA 10 AOMW 1-W M. OImm W"UMBMIL RAGA NO @=a r /N61 OFEO A W O.C. WL UAr B PEN • m IUOt CAULK 7 By a CKEWMO / BY oAbR BY Bnan TAPCON INSTALLATION CHART • CALL DOOR UP TO 40 P7r et Pd UP To UP 70 40 PSF SIZE SIZE 43 P 70 PV 45 70 UP PW OP �70 �•0 •om x4 cm HO a x a a a a 4 a 4 4 NOee x4 OX bN 72 x a 4 4 4 4 a 4 O BOBS xQ (K xx N x a B 7 7 4 a 4 e 100" x4 mG xx 120 x a 1 i 7 4 a 4 7 eom x4 OX xx a x N a a a S 4 S 1 4000 Nq OIL 72 x N a a 7 e 4 S e amxo.OXroc NxN 4 °s e 4 e e e um -V4 trove 020 IoFxn x a 7 S • 4 a 4 e 120" Wm IWIA x a 7 7 • 4 a 4 7 lam mm 1.1-NA1 x a • 10 1t 4 a 1 4 S 780 Om N-Ny x Ni 6 0 e 4 e e Now an 10Fah x N e e • S 1 0 e 13000 Om 146-SA x N 7 i 4 e • 13 ; v. • tow in 1o•-ys x a e e N 4 a • s 12on ION 142-Vo x a 7 7 • 4 a 4 O tam 11R 176-*% x a B 10 11 4 E 7em Mx eb-yw X 0 e e e e 0 •DBO IOx 1oF.n x N B 6 • S 4 e e 120e0 Nx ,42-yN x N 7 e e ♦ • 0 13 ICON 0= na 144-N x O 7 7 i 4 a 4 S 1e0e•'a" xxxx it $A x Ba • l0 12 4 a 4 e 100e0 OOm, xxxX 120-OA x M i • 7 1 4 e e 12000 CD= XMM 144-.A x N 7 i S 4 e i 14 - CONCRETE ON MASONRY OPOM 7nW�o tfY CfTrm BY DTHM CAULK DE71IED1 WOOD Sim • s mmo ails DOOR NOOK sm `ICTALATIN ANCHOR UA.1O Guass 3/14• CIA. UPCON •` /JAh"" DOM DnElLOot • QJ' ••,IFIOq •w• HOOK STRIP DETAIL ?: �� 'F •; 1001 B. Cm 7:0. •J:t�i wvA Ns 7A.Tv�SIT• SERII bum ' 02�74i••d'L WINDOW VIDIN A B B A EXTERIOR ELEVATION I uL/AU�uA N •- I `• --- o1.FM 11a OF —..F IF"= M W 4A►O. CONCRETE TWO BY r000 OUOR ANCHOR � w7 3/1•- MA. TAPCOII •- MCM �0 A 13-1/r CLC. YAK, BY OTF BY t7t+Eu R 1 w MUCK BY 0T11OM (SEE "on 14) 4 " As REO'0 0 (Su wr[s) p 0 STUCCO — eY Ong" 0004 FRAY[ ---� OtTTmOR C AZMC — (SEE wTcs) ICOHOSIE I YASCWY C BY OTIELS .0 VION APCHCR 0 BMW 91111 As MEn —� (SIX N01[3) •� MOM p aPaelo BY of a[ •0M iBA1t� a —r r(�TES) ►ERM[= BY arm I SY O�THRIIS am KUM 1 00011 SMITH - 1-1/4- WL INS all T 1OWDQT CALL BOOR SIZE k 512E IN tpNaO[x CONn"ATION INCHES o a MAsvTr eon X% OIL IS [o K 00' OPOMO BY OTHIEItS •Bn M Bet. K[ n [ so am to ON. a 120 t 1M UWMOltCC 73K2e _ MONOMosKR n[n L "a Wf WOO MO W. j Bmm ANCHOR • 3hO•• � 12o•a p[0 TAPCOU •- 1� "M Oa IO! M 7 M 6a0 t an t3-1/3•Y O.C. 120e0 OSO YA1L BO11aS ' p INSTALLATION! p At0101t 10./ fO1I 120n 1e1t . �e etsltw 1SON So[ 7eso to[ 11M Se[ ' CAULK B[13ED1 12000 SIR W000 soot a OTHERS 12M am t10sa OIOTo to= am 120n OSRO s BY • d1 Tir 1pAOI 3[eI= MAOr R OTHERS SECTION B-e I= NOR I•) AT331�/MON ANCHOR CHART TAPtA4 ou I 1 141AD IM 4 a • 3 3 143-DA [ 00 7 tn-4A [ eo • n-JA[10 e 101-tun [ " e 1- 4A '09 to -.A. [ eo a [ •0 7 17e-4A [ so 0 wwo [ s ! too-" [ M e 142-4A [ so 7 SOOR IZQ_" [ 00 • IOOR 14A-y1 ■ e0 7 tOOR I11-•A [ 00 1 SOOM 120-11A [ n e IOOR 144-110% [ n 7 CONCO" • • 01 MASON" / o . • •.' OpcMd1-1Ri s ad aiY oMCS aUSERALLY AMY to UMC 0C"i H" ly UIHpQ SLL OR SET SLL M m Or CONCRETE 4 A SMOTION A -A nSTALLATItM ANCHOR d t_t/4' IRL 3AC ax TAPCdI . d T 1 0071 W1p4AL MIMKM ALLOT 4MA TAI'OO1 11R 1r3tAtLA•OY NIOIORS • fIL MIST S P Wrltn1l IDOM 10 AORT[ WL DOMM01T P t-1/4' INTO WA7OfY T OI•i0[TE. So AO" MSTAIID LINOI AIOUP am K O/I100" IDCM 10 AOKvC A tip thawwor, OF 1' 1OT0 TOO In WOAD MI IL CAI X BETR4D AOO BLOC k d • MAST CPOMO V BY OTHERS � ALMMIAR ■ AOIOI! IkOR TO M TNAAM 11L. to P ip KALI DILATION P OOYL It! CAM rU a tU3V .) •I I pAC'r OODA 6 0 IN IM ISM 0 U0101 N •Qgl1Ala MQO OMRt {I>< AIOO O{M[Tr 1/3Im 0711 IQT Il1e� \ PP NAT t>CLM N[wa HtOp a>Z ra TINT ANMIIS ■ MR OOP U O OOK 1 CO■7Mt4L TO r OpM4 AIM O O MA O 4 lCl MM or AM O� �l �S. aAPO Alftl ATPpYm. IOIOO t/1A 1.Oef]i Wt YAA PE1J IkW.OM1A _ 0Y OTIa[ 10 ALL ►ACIOAY 0"AM HOES HOT r[aoo FOR TAPCO1 MOW "M K "AID kM A •ORV• P RIrNOMT IDIOM 10 PUNK Het r bemoan 911O Two 01 sm •UOt CAULK 11:11 M •) AIIR / SL COMM M[ TO K RAID OM A MAIL OMT NEW SE LLM •pop a SAM In 1N1 AS Sam AT N in P WTA I AIM M1OTIt0 ■M IAAO KAWN WK INa ALLORVU DM STAB 10 F CLASS am S 1/r. ' HOOK STRIP 11) ALL MTALLATbI A004M MIST K WM Or CO•IOMM FCMTM11 MAIDLKt 13 IBM 1 a. Bv_11 WWO PAWL AND V WLWWM rum PM4 0PPROM CWW%AIM Alta AS oaE1w Or M A LATOI owL (SEE MOTES) HRSTAtLA11R1 AMCHIOR IA1m ID AM ALLa E IWIS GRAMWfft1100 •ABM•. 1-41 ASMINSIaL 3/+•- OU TA/0011 POOR 1�0M1MLNAMLu q A P ILL Qa+IO/A%dN31ML1Ol CLASS 14) 11A1 ALLOMANE IF. SW IIR TIVWI MIOIW el r■AK ILL. 00 1.- of.UOM SO DOOR MTORDOR If)j SOMS AM KOM DAN 0" 094MM 1M■ POW ALM APPLIES TO AN k 4411 MI1p 11) `M O > Br M K UMMY PA"M M wN4Q M LM M OK WMMW. CIMMM OR O!O HOOK STRIP DETAIL TMAMAL to CC" Nt.170[ CAPACITY P PMMLICT TO K Sla P!. '3 3 3 3 4 s e s • 7 • 7 e • 3 3 3 3 3 • 4 5 0 ; • 3 • • • • 7 4 7 1 7 1 10 4 soII 1 t2 14 4 7 i i e e i e • a 10 12 0 1 1] 1 a 13 1 1• ■ S • e • 7 4 7 e 7 • t0 4 10 It • I3 14 4 3 s ! s ! • s • s • 7 • e • 7 10 11 • 11 12 1 1S 7 • 7 • 1r.. 11 1710 13 10!1O7 1 e •s • B a" VOTH DON V j ' •v � = 1001 [ IL • t4nIM R Tie11.11 Ia 1111)) • NAL Bt >i3ll � i * � HI1rs e4Ao1P4vI _CC SERIES 420/430/440 SLIDING GLASS DOOR INSTALLATION DETAIL TNT11 TWO BY BUCK N MASONRY -Moil— I I -_I vu.-wA,. ■ � r-. �r� �_ .� �r �_ �A � �� w�• lA� ■O4 AAI tf-lb /.4 AP A4Yf rIIll►Ou vt+v w yr N pw Q GENERAL ALLAWNUM CORP. FLANGE HORQONTAL MULLION DESIGN LOAD CAPACITIES NORZ EXTRUDED ALUMINUM TUBE MULLION In"S SH 32ES 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 ISO 111 64 48 31 25 17 55.625 168 111 64 48 31 24 17 63.000 168 110 62 47 30 24 16 72.000 166 110 62 46 29 23 16 $4.000 168 110 62 46 29 22 15 NOTE& • CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION 014451 HORIZONTALLY. • CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN OR LESS • WINDOW HEIGHTS SHOWN ON •Y• NUS OF CHART DESK1NATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAAASOM HEIGHT. • READ MULLION SPUN AND WINDOW HEIGHT IN RICHES. • ZIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. • DESIGN LOAD CAPACITIES SHOWN ON THUS 04A RT DO NOT CONSIDER ANY STREUO H OBTAINED FROM FRAME MEMBERS OF ADJACENT WINDOWS. • Oia - L/178 ' CALCILATICINS PERFORMED FOR THE PREPARATION OF INS CHART COMPLIES WITH THE 2002 REVISK*6 TO THE 2001 FLORIDA BUILDING COOS PREPARED BY: PRODUCT 7rcoffO LD" C0I1/4O 47M 1IM LOUISIANA AVE. SUITE S WINTER PARK FLORIDA 377119 PHONE 407 1112241341 FAX 407 e2 4= 6 ,CL 4A�4K�4��0I' 1 Q�; a, t P t,d •1� '� S •v 9 • J0"ftno CAD20039 01-12M MULLf"" ANCH BRACP WINDOW FRAME JAMB (TYP•) TALLATION CHOR 'P.) #B SELF TAPPING SMS (TYP.) mu"lwl: DIE NO. 1448 SECTION A- A EXTERIOR ELEVATION MULLION ANCHOR BRACKET INSTALLA ANCHOR (TYP•) SECTION NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 144B. WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. DETAIL AT SILL IS SHOWN, DETAIL AT HEAD IS SIMILAR. 2) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1' MIN. EMBEDMENT INTO WOOD FRAMING. 3) INSTALLATION. OF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 FLORIDA BUILDING CODE WITH 2O02 REVISIONS. IT IS THE RESPONSIBILITY OR OTHERS TO DETERMINE COMPLIANCE ON A SPECIFIC STRUCTURE. 4)DESIGN PRESSURE CAPACITY OF INSTALLATION AS SHOWN ON THIS DRAWING IS f62.0 PSF. N0: GEN-0457 TWO BY WOOD FRAMING i'&4"0ue�rr�� NOTE 92 ; `' `Pi• `v`Y• ` • ,,o!q,• �G�r �oNAt-' GENERAL ALUMINUM CORP. CARROLLTON, TEXAS ww FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1448 --- - °t BB 1D ---- 1?/0S/02 ---- ' HALF Do'* EN-0457 /Id1� N! 1 1<O.�OOr COIFr 1/00 IOUMIY AW, MM IOK noRM 3" PMW Af/-.'"-"M IAII W?-4V-"38 N GENERAL ALUMINUM CORPORA7 ON VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 RN VERTICAL S.H. SIZES WDW. WTK > WOW. HGT. V 18.125 25.500 29.500 38.000 47.000 52-125 25.000 1245 1151 1151 1151 1151 1151 37.375 469 383 36D 345 344 344 49.625 235 184 168 152 141 .140 53.625 183 142 129 115 104 103 54.625 172 133 121 108 97 98 62-000 115 88 79 70 61 59 72.000 72 54 49 42 38 34 54.000 44 33 29 25 21 2D CHART APPLIES ONLY TO MULLION •14411 WHEN lJBED TO MULL FIN SINGLE KING AND PICTURE WINDOWS READ WD W WIDTH AND HEr+ff IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF 'MULUCN AND FRJWE°ANCHORS SHOULD BE C?EdCEDE IN EACH SPECIFIC CONDTTIOK Dmm ■ LA75 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2WI FLORIDA BUILDING CODE PREPARED Or PRODUCT 7ECN N0L0QY C0RP00tA710M 1150 LOUISIANA AVE. SUITE IN WINTER PART( FLORIDA 32799 PHONE 407 0=4W I FAX 407 622.8335 CA020037 29-J PW 01-1201 •N68 "WI*9 a �.'U I N GENERAL ALUMINUM ALUMINUM MULLION, DIE 01442 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 25.000 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 55.525 160 125 114 102 93 91 63.000 107 83 75 67 .59 57 72.000 70 54 49 42 36 35 84.000 43 33 29 25 21 20 CHART APPLIES ONLY TO MULLION 1442 WHEN USED TO MULL SINGLE HUNG WINDOWS AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD HE CHECKED IN EACH SPECIFIC CONDITION Dn me - L1175 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2001 FLORIDA BUILING CODE. PREPARED BY: PRODUCT TECMNOLOOY CORP. 1150 LOUISIANA AVE., SUITE 6 WINTER PARK, FLORIDA 32789 PHONE 407 622-6334 / FAX 407 622-6335 ,�06199! 1 0960 �E , "'' R-, i �,g► • e N fi i a b is CA020140 I &Od-03 02-M INSTALLATION ANCHOR (TYP.) MULLION ANCHOR BRACKET WINDOW FRAME JAMB (TYP.) I II I II MULLION ( II ANCHOR I BRACKET I II I� I NO, GEN-0454 MULLION G.A. 25 DIE *NO. 1442 INSTALLATION Q #8 SELF TAPPING ANCHOR SMS (TYP.) a v v a e o SEE NOTES ° a #2 do J3 CONCRETE OR MASONRY SUBSTRATE SHOWN. WOOD ° FRAME SUBSTRATE ALSO APPLIES MULLION DIE NO. 1442 SECTION A-- A ,Mir, v EXTERIOR ELEVATION SECTION B- B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1442, WHEN USED M MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION. ATTACH MULLION TO SUBSTRATE WITH 3/16- DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4- MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION. ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8- MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT HEAD k SILL 5) 1 IAOF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2 D G CODE WITH 2002 REVISIONS. IT IS THE RESPONSIBILITY INE COMPLIANCE ON A SPECIFIC STRUCTURE. C , • GENERAL ALUMINUM CORP. ?-.... c� �� : * CARROLLTON, TEXAS 9-11-02 1 A IREMOVE ANCHOR SPACING DIM. DATE I SYM. I REVISION k�%,L 0 9 4 � BY •l+w++++� rLt FLANGE VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION. DIENO. 1442 ---- 0" BB lmwm —-- -- °Ate B/21 /02 — — I m" HALF I r"n' ---- I m "* mN—as4i pwmm I ry our. nm f� Aw— �rw ►ow& rwmp aww n�+s wln.e�.w .wn ..•-�..-.w.. v EXTERIOR ELEVATION SECTION B- B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1442, WHEN USED M MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION. ATTACH MULLION TO SUBSTRATE WITH 3/16- DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4- MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION. ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8- MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT HEAD k SILL 5) 1 IAOF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2 D G CODE WITH 2002 REVISIONS. IT IS THE RESPONSIBILITY INE COMPLIANCE ON A SPECIFIC STRUCTURE. C , • GENERAL ALUMINUM CORP. ?-.... c� �� : * CARROLLTON, TEXAS 9-11-02 1 A IREMOVE ANCHOR SPACING DIM. DATE I SYM. I REVISION k�%,L 0 9 4 � BY •l+w++++� rLt FLANGE VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION. DIENO. 1442 ---- 0" BB lmwm —-- -- °Ate B/21 /02 — — I m" HALF I r"n' ---- I m "* mN—as4i pwmm I ry our. nm f� Aw— �rw ►ow& rwmp aww n�+s wln.e�.w .wn ..•-�..-.w.. INSTALLATION ANCHOR (TYP•) MULLION ANCHOR BRACKET WINDOW FRAME JAMB (TYP•) G.A. 26 1"wo "o- GEN-0459 MULLION I II I DIE NO. 1442 t II I MULLION I I I I ANCHOR I I I I BRACKET I INSTALLATION AN SMS (LTMP) PPING (NP.) c o v v a a ° c v a 4 ° 1-1/4" MIN. SUBSTRATE ° a EMBEDMENT DIE NON 1442 SECTION B - B SECTION A -A EXTERIOR ELEVATION NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION. DIE NO. 1442. WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION. ATTACH MULLION TO SUBSTRATE WITH 3/16• DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4- MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) MUWON ATTACHMENT IN SECTION B-B IS TYP. AT SILL ONLY. 4) INSTALLATION OF MULLION AS SHOWN ON THIS SHEET COMPLIES NTH 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 PSF O1 FAMM"k NERAL ALUMINUM CORP. �� ►•, • CARROLLTON, TEXAS �?� Fie .0 ��' CAST SILL MULLION INSTALLATION DETAIL MINUM TUBE MULLION. DIE NO. 1442 CAM 12 05 02 HALF— fCALL 11Alls ---- �GEN-0459 0 V �{ =M= =W VIM NAA~ A%&. W= LAIR ft~ UM MW 411P-4 -0A� I'M 00-4l-t110 G.A. 28 MULLION ANCHOR BRACKET WINDOW FRAME SILL (TYP.) m m WINDOW FRAME HEAD (TYP.) SECTION A -A i� INSTALLATION ANCHOR (TYP.) #8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1445 SEE NOTES. ID* No GEN-0456 #2 tL #3 MULLION DIE NO, 1445 ° ° INSTALLATION MULLION a ANCHOR BRACKET ° (TYP.) ANCHOR v ° v 4 ° CONCRETE OR MASONRY SUBSTRATE IS SHOWN, WOOD FRAME SUBSTRATE ° ALSO APPLIES. v v SECTION B-B I °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 ATTACJiMENT IN SECTION B-B IS TYP. AT JAMBS. 5) INSTALL =jidRoa • LION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 FLORIDA DWIG �YJ H 2O02 REVISIONS. IT IS THE RESPONSIBILITY OF OTHERS TO nFTFRM `THING _ OhL_ SPECIFIC STRUCTURE. EXTERIOR- ELEVATION,, GENERAL ALUMINUM CORP. CARROLLTON, TEXAS Tm-6 FLANGE HORIZONTAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 A ---- ow BB Anna---- °ATD8/21/02 `R�' ---- etc" HALF "An'---- 'w �t;EN-o4s6 w n• ..mmuVIr ToAa.amT . .. --.... .........__. INSTALLATION ANCHOR (TYP.) #8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1445 SEE NOTES. ID* No GEN-0456 #2 tL #3 MULLION DIE NO, 1445 ° ° INSTALLATION MULLION a ANCHOR BRACKET ° (TYP.) ANCHOR v ° v 4 ° CONCRETE OR MASONRY SUBSTRATE IS SHOWN, WOOD FRAME SUBSTRATE ° ALSO APPLIES. v v SECTION B-B I °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 ATTACJiMENT IN SECTION B-B IS TYP. AT JAMBS. 5) INSTALL =jidRoa • LION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 FLORIDA DWIG �YJ H 2O02 REVISIONS. IT IS THE RESPONSIBILITY OF OTHERS TO nFTFRM `THING _ OhL_ SPECIFIC STRUCTURE. EXTERIOR- ELEVATION,, GENERAL ALUMINUM CORP. CARROLLTON, TEXAS Tm-6 FLANGE HORIZONTAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 A ---- ow BB Anna---- °ATD8/21/02 `R�' ---- etc" HALF "An'---- 'w �t;EN-o4s6 w n• ..mmuVIr ToAa.amT . .. --.... .........__. Oq Dy WOOD - BUCR By OPIR CALAJH BE Iet•:EN .INDoe FIANCE a ■ODD BUO( PIN0.I It" CAUIR By OOLMEER - ,N,N!■H REOD ws7ALLATION ANOHOR. r IJ.LAA BE71.1.CN / ROOD Duo( • I MASCWT OW4Nc By o7wLs 1 I/•- MN Q M OKPO -- y■Y r- RCOb. E X T�EQRI OR .L+oOR fAw2K SIL PCRIYC TEA CALtM by oMER D C PRE CASI By on[RI NLKK 4 CAux DENIEDI WAOOM rIAP.K • PIR CASI SILL 0I4 A"Ill 116 ADHC9K CAUIR O1 "M wolm-- RAwA rYPE "HoJAMB IRAYC A..b PE"XrLA CAULK, By onlws aINEOR 0004 - FXTERIOR J WINDOW HGT. F ONE BT 11000 Built Br ondA SHIM IF PAWD. 0 d INSTALLATION ANbIW Q CAUUI KNEW YASONRIY OPCNR.G BY ormus c"All BLTIICEN WHO" 11ANK TIOOD DUO( SFC TION 7 wwnow WUH. G SLUION I AWOKE COUAL / I C,N RA: NOTES' 11 1 `,,�ANNI1//1j 1) SHM ! RCO'0. FOR 111Sti1JNR __•- •IJ S C f L r1fP 21 W400w CRAVE YATENIAL ALLOT 5063 .1 CAULX D(•RND 1NNDOW (LANCE AT HEAD AND JAMBS, 0) CAULK FOR PERWEEII SEAL AROIBPD EXTEIBOR OF INNOOW RANGE s) DIUM IIASWO 910M ARE BASED EN WAIM CAPACITY ONT PAFMM FER QASS IIO WSS WST BE aM7 lDW" PER ASIV-1J00 CASS OLAID BIT 9AAE" YULE WSI T VSID FOR DESIDL e) *IM "TER N(YSIANCE TEST NCOMWAMI ar Isf DP D(901 tOAO Wan DIM EOAO WE FK LAIN RD to 44M ►SF, DOE to IRIU RST fRCSSIK or 000 PSI A02l1I.0 a TEST /) NSTALLATIM FEAMCE FIBM N Od1OICII OR WOKWC MG VM4 S/1B' AME TAPOON MOOR D- sircoi Loom 10 MWI E WWW 1 1/0' EVNMOI Nro WIPSMAIE AT LOCATN>hS 910aN ON OUWI 0) 1 LOACI 10r 9 9A IS mot LbRD N N100 DWI. USE APOUR Q 11111Y USRD wm IRNI SARAN 9a G.A. 30 50 AL D 050 AWII AL I D CALL WINDOW MASS OEM MASS DE" TAPOON ANOIOR LOCATI01 SIZE SIZE (INCHES) PaSSut PRISM LOCATIONS CAPAOTT N PSI CAPAOTT N PSI 11 la In . N in -N -M UrFURM -000 -70P Ac /.INN, q 10 In . A ]A 11 -7I -1p -101 N if In . so 0A -00 -N -1H -N• ..c fpN, 1.•• 10 In •Man -a7 -si -1N ... -150 AC ..c I am) IAmo 1•.1 IS 10 In . b OA 10 1/e. 01 _y 'Y _y -N _ --I1y1• .... A.c .,OcHw�1 n40 --1171J0 0-,mo.(J . ao. - A•c OOJLf,IIO /, I MID N 1/3 70 3/0 -w -a•0/ -IOP -lq Ac •Aw 1 90 aA -U _41 _lal -1C1 Ac /.INN, IH•.• N In . S• aA -�� _NI,ON, AC I,ON, aD -1110 ..c r.cHl "0 N In . Q -Y -Y -SI 01 Ac f.011, IY N 1/7 . n I -Y -Y -n -Y -n •N cc 1,0N1 70.1 701/1 . 11 -00 -30 .117 -Ill Ac r.aN, 7a.f 70 In • >t 7A -•7 17 Y Y Ac f,aN, I 1D•4 7o 1/1• N en -•1 -.1 -n -n AC )0•••• 10 1/3 . a On _Y -•0 -r1 -II ..0 ..c 2b•.1 10 In . as //N -Y _p _r0 _It iota 701q.0 700 701/1 . Y7 -Y -Y -/. --M -T .,c.c LCH, - - -al -Y_ Ac 1,a N,• r1 1T a N 1A -p -Y -a1 •0r Ac rmu H 77 ■ « aA q -ro er 9 AC LamJ 24.4 17 a a a/B -L0 -40 -N -10 Ac AC r,61V 26.5 71 1 n en '•0 -Y -ea a -77 s1 Ac f AM' M 1e 71 ■ a1 J1 ■ 72 • Y -Y -40 -Y -e7 -71 •.0 r.a., ! _ A[ I,"i kc Cat' .f ■ N 7n -Y -Y -Y -Y .,C ,Us TA •7 a N an _•0 _-0 _.a _Y AC IA1V .I..• •1 i a 7A _Y -.0 -Y •Y 4•C fAm / •1a0 .1 ■ as 0/a -•a -'0 •.p -w •.c f,ONI .N7 •7 ■ 07 -Y -Y ".0 -•a . /.ON1c •1n •J 1 n -•0 -•0 -•0 -•0 . AC I.ull .en Y I N Y Y - ..c r"s 4M Y t >t 1n -Y -b - - 4. 1.on, .410 Y t e0 0/0 _Y _.0 _ .,C f.ON, VaIU •N•• Y a M 0A _Y -Y - - AC AC r.a,U .M./ Y 1 0 an -•0 _.a AC f.OJI, .01,1 Y a N -Y •.0 Ac r.aMl y y 1/0 . n -Y -•s A,c fNI .O 5/8 -1 -1 - Ac I,am. 74 17 to . 'A an -•a -•0 Ac 1•.1 11/9. fN On -00 -•a Ac AL f.ON! ►.an, 1•N 10 1/1 a ss SA -•0 -.0 Ac (AH, N 01N 77 'toa 01 1 -Y -40 - - - _.._ ... Ac _ . 1.0,1. . . KA JOB f 04-222 Fj EVATION : V i2171 � YOOSEF LAVY, P.E. VIEWED FROM EXILRIOR % ; CENSILn HMG twMi1N *• a sm root IAn: "M P Ice CALLA% 117A1 Is1.1 STATE Of .'' ? ( hl.U•o-aa 'J, of Jff oR 10to. = ILOaOA L c jf/''• tilONAL IN 00.0r FA - f■.rl. a IIN•PO 09 PM•6"1 N0. ASSCIaT ERASING I wpn Ia70AW.Alro n a N1 Y.011 1u.o two. yl IV N/A M/25/00 I7 wS1.LA00N '.S: ,7n GA ! Q G . `= nber: I' rvii,VCnatteous: The information in this box is for Lot Number: Address: purposes only and is not part of the Qqn.jiling revie . Truss Fabricator:EAST COAST LUMBER- PLANT #1 Job Reference:SB42CATTF - ENGLE/SB42CATTF/M#18122/FLOOR BOBBINS I Tampa, FL 3365 Engineering Index Sheet Tampa, FL 0055 055 ENGINEERING, INC. Phone:(813)972-1135 Index Page 1 of 1 Job Number Date FBC - 2004 Chapter 16 and 23 Specification Quantity T06111027 11 /10/2006 25 A Professional Engineer's seal affixed to this Index Sheet indicates the acceptance of Professional En ineering responsibilities for individual truss components fabricated in accordance with the listed and attached T9russ Specification eets Sh. Determination as to the suitability of these individual truss components for any structure is the responsibilty of the Building Designer, as defined in ANSI/TPI 1-2002, Section 2.2. Permanent files of the original Truss Specificstion Sheet are maintained by Robbins Engineering, Inc. Questions regarding this Index Sheet and/or the attached Specification Sheets may be directed to the truss fabricator listed above or Robbins Engineering, Inc. (Sofware - Online Plus) Date Mark 1 111/10/061 FG15 5 111/10/061 FT1 9 111/10/061 FT4 13 11/10/06 FT7 17 11/10/06 FT11 21 11/10/06 FT16 25 11/10/06 FT24 Date Mark 2 111/10/061 FG17 6 111/10/061 FT2 10 111/10/061 FT4A 14 111/10/061 FT8 18 11/10/06 FT12 22 111/10/061 FT18 Date Mark 3 11/10/06 FG20 7 111110/061 FT3 11 11/10/06 FT5 15 111/10/061 FT9 19 111/10/061 FT13 23 11/10109 FT19 Date Mark 4 11/10/06 FG21 8 111/10/061 FT3A 12 11/10/06 FT6 16 11/10/06 FT10 20 111/10/061 FT14 24 111/10/061 FT2371 Index Page 1 of 1 Standard Loadin 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 Root Ht. - 15 FT Exposure Catergory - B Occupancy Factor -1.00 M W FRS Enclosed Notes: Refer to individual truss design drawings for special loading conditions. OFFICE PLANS REVIEWED CITY OF SANFORD e,-1a�o Truss Design Engineer: Michael S. Magid License #: 53681 Address: P.O. Box 280055, Tampa. FL 33682 44 S,e•.:O '� 7S �1 STATIOOf a ONAL C Date Sealed: 3/1912007 Index Page 1 of 1 Permit Number: Lot Number: Miscellaneous: Address: The information in this box is for administrative purposes only and is not part of the engineering review. Truss Fabricator:EAST COAST LUMBER- PLANT #1 Job Reference:SB42CATTR - ENGLE/SB42CATTR/M#1 8122/T RUSS 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 T06111012 11 /10/2006 47 A Professional Engineer's seal affixed to this Index Sheet indicates the acceptance of Professional Engineering responsibilities for Individual truss components fabricated in accordance with the listed and attached Truss Specification Sheets. Determination as to the suitability of these individual truss components for any structure is the responsibllty of the Building Designer, as defined in ANSI/TPI 1-2002, Section 2.2. Permanent files of the original Truss Speciftcstion 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 1 111/10/061 H1 I 5 11/10/06 HS 9 11/10/06 H9 13 111/10/061 H12 17 11/10/06 H16 21 11/10/06 H18 25 11/10/06 Hi9 29 11/10/06 AT22 33 11/10/06 MV10 37 11/10/06 MV2 41 11/10/06 HJ3 45 11/10/06 CJS Date Mark 1 2 111/10/061 H2 I 6 11/10/06 1-16 10 111/10/06 H10 14 11/10/O6 H73 18 111/10/061 G17 22 111/10/061 GE19 26 111/10/061 H2O 30 11/10/06 AT23 34 11/10/06 MV8 38 111/10/06 VB 42 11/10/06 EJ7 46 11/10/06 CJ3 Date Mark 1 3 111/10/061 H3 I 7 11/10/06 H7 11 111/10/061 T11 15 11/10/06 H14 19 111/10/061 GE18 23 111/101061 M19 27 11/10/061 G21 31 111/10/061 AT24 35 111/10/061 MV6 39 111/10/061 V4 43 11/10106 EVA 47 111/10/061 CJ1 Date Mark 1 4 111/10/061 H4 I 8 11/10/O6 H8 12 11/10/06 T11A 16 11/10/06 H15 20 111/10/061 T18A 24 111/10/061 G79 28 11/10/06 T22 32 111/10/061 MV12 36 111/10/06111 V4 40 11/10/06 HJ7 44 111/10/061 EJ3 Standard Loadina: T.C. Live 20 psf T.0 Dead 15 psf B.0 Live 0 psf B.C. Dead 5 psf Total 40 psf ANSVASCE7-02 Wind Speed - 120 MPH Mean Roof Ht. - 25 FT Exposure Catergory - B Occupancy Factor -1.00 M W FRS Enclosed Notes: Refer to individual truss design drawings for special loading conditions. PLANS REVIEWED CITY OF SANFORD Truss Design Engineer: Michael S. Magid License #: 53681 Address: P.O. Box 280055. Tampa, FL 33682 �pEt S- �IqC M +� i STA' • OrlwT57 1 �,,.SrofVAt Date Sealed: 3/19/2007 Index Page 1 of 1 Permit Number: Lot Number: Miscellaneous: Address: The information in this box is for administrative purposes only and is not part of the engineering review. Truss Fabricator:EAST COAST LUMBER- PLANT #1 Job Reference: SB33SHRT - ENGLE HOMES/SB33SHRT/3786"W/STPLTS&HGRS,JLW BOBBINS Tampa. FL Engineering Index Sheet Tampa, FL 33682-0055 ENGINEERING, INC. Phone: (813) 972-1135 Index Page 1 of 1 Job Number Date FBC - 2004 Chapter 16 and 23 Specification Quantity T05112429 11 /23/2005 8 A Professional Engineer's seal affixed to this Index Sheet indicates the acceptance of Professional En ineering responsibilities for Individual truss components fabricated in accordance with the listed and attached russ Specification Sheets. Determination as to the suitability of these individual truss components for any structure is the responsibllty of the Building Designer, as defined in ANSI/TPI 1-1995, Section 2.2. Permanent files of the original Truss Specificstion Sheet are maintained by Robbins Engineering, Inc. Questions regarding this Index Sheet and/or the attached Specification Sheets may be directed to the truss fabricator listed above or Robbins Engineering, Inc. (Sofware - Online Plus) Date Mark Date Mark Date Mark Date Mark 1 111/23/051 H40 1 1 2 111/23/051 H41 1 1 3 111123/051 M41 1 1 4 11/23/05 HJ7P 5 111/23/051 EVP 1 1 6 11/23/05 CJ5P 1 7 111/23/051 CJ3P71 1 8 111/23/05 CJ1P Standard Loading: 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. PLANS REVIEWED CITY OF SANFORD Truss Design Engineer: Michael S. Magid License #: 53681 Address: P.O. Box 280055, Tampa. FL 33682 160 TATE 0 e7- �= 01d>0 7 Date Sealed: 11/23/2005 ML1-SB42CATT FL East Coast Truss 2006A Allowable Stress Design NOTE: LOAD TABLE F2 BEAMS 1.75 X 16,000 LP LVL265OFb-1.9E 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE 1). OTHER LOAD CASES DESIGN CONSISTS OF 2 - PLIES FASTENED THE VERTICAL LOADS SHOWN IONS.VERIFICATION OF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. TOGETHER. IREFER TO NOTES). LOADING, DEFLECTION LIMITATIONS FRAMING METHODS, WIND AND SEISMIC BRACING. AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT- IN-SX FT- IN-SX OR ARCHITECT. UNIFORM ROOF LIVE TOP 240 PLF 07-00-00 10-00-00 1.25 2. PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF DEAD TOP 240 PLF 07-00-00 10-00-00 0.90 LATERAL STABILITY. UNIFORM WALL DEAD TOP 110 PLF 00-00-00 10-00-00 0.90 3. DO NOT CUT, NOTCH OR DRILL LP LVL. UNIFORM ROOF LIVE TOP 60 PLF 00-00-00 05-00-00 1.25 4. SHIM ALL BEARINGS FOR FULL CONTACT. UNIFOPA ROOF DEAD TOP 80 PLF 00-00-00 05-00-00 0.90 5. VERIFY DIMENSIONS BEFORE CUTTING UNIFORM BEAM WEIGHT 16 PLF 00-00-00 10-00-00 0.90 LP LVL TO SIZE. CONCENTRATED ROOF LIVE TOP 3025 LBS 06-00-00 MINERG-2.50" 1.25 6. THIS LP LVL IS TO BE USED AS A CONCENTRATED ROOF DEAD TOP 3025 LBS 06-00-00 MINBP.G-2.50" 0.90 ROOF BEAM ONLY. MAKE PROVISION FOR ADEQUATE DRAINAGE. WARNING NOTES: 7. FROVIDE COMPRESSION EDGE BRACING AT EACH END OF COMPONENT. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCT - APPLIED TO TOP EDGE OF LP LVL. SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ATTACH THE TWO PLIES WITH 3 ROWS OF 16d (3.1/2') NAILS AT 12' OC. STAGGER ROWS. NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131'. 16d SINKERS (3.114-) MAYBE USED. BUT HALF MUST BE DRIVEN FROM II DISTRIBUTED TO ALL PLIES. ADDITIONAL I SUPPORT REACTIONS (LBS): MAXIMUM B E A P. I N G IJ U M B E R 1 2 DOWIJ 3866 5664 UPLIFT --- --- MIN BEP.P.IIJ- SIZES IIN-SX) 3- D 4- 8 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE :IVE LOAD 0.05" 0.48" 'DEAD LOAD 0.09" TOTAL LOAD 0.11" 0.65" Oing 8 Erection rorery &W permanent bracing far holding comporront > and for rssbthg lateral forces shelf be designed and led by others. No foods are to be applied to the anent until after at the homing and leavening ere feted. At no time &hall foods greet& than design toads peed to the component gn Criteria lesign and material specified are In substantial rralry with the latest revlsbns of NOS end AITC.' bed deflection Includes adjustment factor for creep bed deflection is instantaneous. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP IJOISTS IS STRICTLY PROHIBITED. ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW BY A DESIGN PROFESSIONAL. PROVIDE RESTRAINT AT CONCENTRATED LOAD TO ENSURE LATERAL STABILITY. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL BEAM AS DESIGNED. IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS 16.00-j0r 1.750 3.500 CROSS SECTION celianeous Information use of tNs component shop be speWhd by the designer of one plate stnrtum. Obtain at die necessary Bode crnpgance approval Instructions from The designers of the complete structure before using component. If the design crirsna listed above does not meet local 9% Code requirements. do nor use this design. When Pda drawing to ad and sealed, the stn ctum! design b approved as shown in this Wg based on data provided by the customer. LP LVL and CTR. LP sts are mode w1ow camber and wits defto under bad. Wood in ct contact with concrete must be protected as required by code. 1Nuous lateral support ls assumed IwalL boo beam, etc.). LP does no ide Omits Inspection. This drawing must have an Archkocrs or lases Seel ellXed to be considered an Engineering document. DESIGN CRITERIA MSI: 0.43 VSI: 0,37 LIVE LOAD 20 PSF DEAD LOAD 20 PSF TOTAL LOAD 40 PSF ROOF LEFT SPAN CARR, 0.00 FT ROOF RIGHT SPAIJ CARR. 0.00 FT DEFLECTION CRITERIA : LIVE LOAD DEFL: L / 240 TOTAL LOAD DEFL: L / 180 CODE COMPLIANCES : REPORT 4 ICao ER-5004 L.A. City RR 25167 CCMC 11518-R WISCONSIN 200124-W HER 622 N.Y. CITY HER 97-94-E HUD MR 1214D 12 0 1 10- 0- 0 41 THIS DRAWING 19 NOT TO SCALE P LVL and CTR. LP IJoist Spedfkations Software Provided By: I lips" Supports and connections for LP LVL and CTR, LP Waists to be specific applications. LP Engineered Wood Products aBCCI Common nails dA rm peratal to gars ones shot be spaced a minanuar of a' far fOd and 3'for ed. 2706 Highway 421 North Do m url rrotck dde or after LP LVL and CTR. LP Waists except as shown In Wilmington, NC 28401 published materiel from LP any use of LP LVL and CTR, LP IJdsta contrary to the Local 910.762.9878 Omits sat fonh hereoMegates any express womanly of the product and LP chdaims Natlonal Wets 800.999.9105 an implied warranties Including the implied warranties of merchentablity and fitness for a particular use. !fin A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR DWG 4 LP Is a registered trademark of Louisiana-Pacific Corporation. I SHEET Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTF FT24 4 M150 160108 10600 0 0 ENGLE/SB42CATTF/M#18122 HO 1-6-0 HO 1-6-0 TC •6-0 2-0-0 - 6-0 lx3 8- 1- 8 4x6 3x4 3x3 3x3 3x3 (W)3x4 3x3 4x4 4x6 E O P A C S2 Q R G T 1-6-0 F H 2x3 N M Sl L B D K J I S 2x3 Sx4 3x4 (W)3x6 3x3 2x3 2x3 3x3 4x4 5x4 ix3 Common Diagonal: 1-3-0 W:308 W:308 R: 926 R: 927 16- 3- 0 BC 8-1-8 8-0-0 - 16-1-8 - - - • ALL PLATES ARE LOCK20 Scale: 0.383" = 1' Online Plus -- Version 19.0.028 RUN DATE: 10-NOV-06 CSI -Size- ----Lumber---- TC 0.43 4x 2 SP-#2 BC 0.94 4x 2 SP-#2 WB 0.45 4x 2 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 16- 1- 8 BC Cont. 0- 0- 0 16- 1- 8 Loading Live Dead (psf) TC 40.0 10.0 BC 0.0 5.0 Total 40.0 15.0 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx F 927 0 3- 8 1- 8 H 927 0 3- 8 1- 8 Robbins Engineering, Inc./Online Plus'" R -G 0.34 733 C 0.00 0.34 --------Bottom Chords --------- * -N 0.27 0 T 0.00 0.27 N -M 0.61 1512 T 0.13 0.48 M -S1 0.67 2367 T 0.22 0.45 S1-L 0.56 2367 T 0.22 0.34 L -B 0.89 2700 T 0.41 0.48 B -D 0.94 2700 T 0.42 0.52 D -K 0.94 2700 T 0.42 0.52 K -J 0.66 2337 T 0.21 0.45 J -I 0.59 1452 T 0.12 0.47 I -H 0.28 0 T 0.00 0.28 ------------- Webs ------------- F -E 0.09 505 C F -E 0.09 505 C E -N 0.45 1133 T N -O 0.21 1056 C O -M 0.26 653 T M -P 0.12 618 C P -L 0.18 471 T L -A 0.10 535 C B -A 0.11 290 T D -C 0.12 308 T C -K 0.11 562 C K -Q 0.19 488 T Q -J 0.12 639 C J -R 0.27 675 T R -I 0.21 1067 C I -G 0.43 1091 T H -G 0.09 506 C H -G 0.09 506 C TL Defl -0.20" in L -B L/937 LL Defl -0.15" in L -B L/999 DL Defl -0.12" at B L/999 Shear // Grain in L -B 0.34 Plates for each ply each face. PLATING CONFORMS TO TPI. Membr CSI P Lbs Axl-CSI-Bnd REPORTS: SBCCI 9761 ----------Top Chords---------- ROBBINS ENGINEERING, INC. E -0 0.36 801 C 0.00 0.36 USING GROSS AREA TEST. 0 -P 0.40 1951 C 0.04 0.36 Plate - LOCK 20 Ga, Gross Area P -A 0.40 2601 C 0.03 0.37 Plate - RHS 20 Ga, Gross Area A -C 0.43 2700 C 0.04 0.39 Jt Type Plt Size X Y JSI C -S2 0.42 2587 C 0.03 0.39 E LOCK 4.Ox 6.0 Ctr-0.5 0.97 S2-Q 0.26 2587 C 0.04 0.22 O LOCK 3.Ox 4.0 0.2 Ctr 1.00 Q -R 0.38 1907 C 0.04 0.34 R LOCK 4.Ox 4.0 Ctr-0.5 0.75 Robbins Engineering. Inc./Online Plus"' 0 1996.2006 Version 19.0.028 Engineering - Portrait 11/10/2006 10:06:26 AM Page 1 G LOCK 4.Ox 6.0 Ctr-0.5 0.98 N LOCK 5.Ox 4.0-0.5 1.0 0.94 M LOCK 3.Ox 4.0-0.2 Ctr 1.00 L LOCK 3.Ox 3.0-0.1 Ctr 0.99 B LOCK 2.Ox 3.0-0.2 Ctr 0.61 D LOCK 2.Ox 3.0 0.2 Ctr 0.61 K LOCK 3.Ox 3.0 0.1 Ctr 0.99 J LOCK 4.Ox 4.0 Ctr 0.5 0.75 I LOCK 5.Ox 4.0 0.2 1.0 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 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 2700 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER S SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. DESIGNER: JLW Job SB'42CATTF Mark FG2I Quan 1*2P Type Span FLAT 70800 P1-H1 Left 10600 0 OH Right OH 0 Eilgi/Ieeriiig ENGLE/SB42CATTF/M#18122 HO 1-6-0 HO 1-6-0 TC FMI 7-8 _0 _ �^ 4x12 #3x10 2x4 4x14 S; G H 1-6-0 WE D C , ' #20G-RHS-8xl4 - F E #20G-RHS-8xl4 r�l3x10 4x12 w:400 W:600 R:11309 R:3159 U:4115 U: 697 BC 7-8-0 i - 7-8-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.587" = 1' o� Online Plus -- Version 19.0.028 RUN DATE: 10-NOV-06 + 2-Ply Truss CSI -Size- ----Lumber---- TC 0.34 2x 6 SP-#2 BC 0.56 2x 6 SP-#2 WB 0.89 2. 4 SP-#3 EX D -A 2x 8 SP-SS EX C -B 2x 8 SP-SS Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 8- 0 BC Cont. 0- 0- 0 7- 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=1.00 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' 7.7' BC V 0 10 0.0' 7.7' TC V 110 0 0.0' 7.7' TC V 4075 4075 0.3' CL-LB Load Case # 2 NonStandard Load Lumber Duration Factor 1.00 Plate Duration Factor 1.00 plf - Live Dead From To TC V 80 20 0.0' 7.7' BC V 0 10 0.0' 7.7' TC V 110 0 0.0' 7.7' TC V 440 165 0.0' 7.7' TC V 4075 4075 0.3' CL-LB Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Robbins Engineering, Inc./Online Plus- Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx D 11309 4116 4- 0 2- 0 Hz = -36 C 3159 697 6- 0 1- 8 Hz = 37 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -G 0.33 4101 C 0.02 0.31 G -H 0.33 4074 C 0.02 0.31 H -B 0.34 4074 C 0.02 0.32 --------Bottom Chords --------- * -F 0.21 27 T 0.00 0.21 F -E 0.56 4101 T 0.34 0.22 E -C 0.22 27 T 0.00 0.22 ------------- Webs ------------- D -A 0.27 11150 C WindLd A -F 0.89 4484 T F -G 0.18 1937 C G -E 0.01 123 T E -H 0.18 1915 C E -B 0.89 4455 T C -B 0.07 3000 C WindLd TL Defl -0.05" in F -E L/999 LL Defl -0.04" in F -E L/999 DL Defl 0.00" at L/999 Shear // Grain in A -G 0.50 Plates for each ply each face. PLATING CONFORMS TO TPZ. 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.Oxl2.0-0.5 Ctr 0.98 G# LOCK 3.Ox10.0 1.4-0.1 0.41 D# RHS 8.Oxl4.0 Ctr 1.2 0.77 F LOCK 3.Ox10.0-1.5 Ctr 0.99 E LOCK 4.Oxl2.0 0.5 Ctr 1.00 C# RHS 8.Oxl4.0 Ctr 1.2 0.21 # = Plate Monitor used 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 Robbins Engineering, Inc./Online Plus"' 0 1996.2005 Version 19.0.028 Engineering - Portrait 11/10/2006 10:06:13 AM Page 1 2 COMPLETE TRUSSES REQUIRED. Fasten together in staggered pattern. (1/2" bolts -OR- SDS3 screws -OR- lOd nails as each layer is applied.) ----Spacing (In) ---- Rows Nails Screws Bolts TC 2 7.5 14 0 BC 2 12 24 0 WB 1 8 8 Plus clusters of nails where shown. Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. This truss must be installed as shown. It cannot be installed upside-down. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / -SCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: 8 Occupancy Factor 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf SC Dead Load 3.0 psf Unbalanced Loads Checked Load Factors = 1.00 and 0.00 Max comp. force 11150 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5265 ST. LUCZE BLVD. FORT PIERCE FL. 34946 2. !!!CAIITZON!!! READ "SCSI-81 SUMMARY SHEET" BEFORE HANDLING INSTALLING 6 BRACING TRUSSES. 3. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SB•42CATTF FTI 1 M100 240108 10600 0 0 ENGLE/SB42CATTF/M#18122 HO 1-6-0 m 0 TC" lx3 2x3 A B 1-6-0 C 4x4 HO 1-6-0 24-0-0 (W)3x4 lx3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3S1 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 E X W V U T S R Q P O N M L K J I H G 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3S2 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 lx3 (W)3x4 Common Diagonal: 1-2-8 BC 24-1-8 1 24-1-8 ALL PLATES ARE LOCK20 Scale: 0.262" = 1' Robbins Engineering, Inc./Online Plus - Si -II 0.07 11 C 0.00 0.07 TL Defl 0.00" in E -E L/999 II-JJ 0.07 11 C 0.00 0.07 LL Defl 0.00" in S -R L/999 Online Plus -- Version 19.0.028 JJ-KK 0.07 11 C 0.00 0.07 DL Defl 0.00" at L/999 RUN DATE: 10-NOV-06 KK-LL 0.07 11 C 0.00 0.07 Shear // Grain in E -E 0.32 LL-MM 0.07 11 C 0.00 0.07 CSI -Size- ----Lumber---- MM-NN 0.07 11 C 0.00 0.07 Plates for each ply each face. TC 0.08 4x 2 SP-#2 UN-00 0.08 11 C 0.00 0.08 PLATING CONFORMS TO TPI. BC 0.21 4x 2 SP-#2 00-D 0.06 20 C 0.00 0.06 REPORTS: SBCCI 9761 WB 0.12 4x 2 SP-#3 --------Bottom Chords--------- ROBBINS ENGINEERING, INC. C -X 0.19 0 T 0.00 0.19 USING GROSS AREA TEST. Brace truss as follows: X -W 0.21 0 T 0.00 0.21 Plate - LOCK 20 Gat, Gross Area O.C. From To W -V 0.21 0 T 0.00 0.21 Plate - RHS 20 Ga, Gross Area TC Cont. 0- 0- 0 24- 1- 8 V -U 0.21 0 T 0.00 0.21 Jt Type Plt Size X Y JSI BC Cont. 0- 0- 0 24- 1- 8 U -T 0.21 0 T 0.00 0.21 C LOCK 4.Ox 4.0 Ctr 0.5 0.72 T -S 0.21 0 T 0.00 0.21 Loading Live Dead (psf) S -R 0.20 0 T 0.00 0.20 TC 40.0 10.0 R -S2 0.10 0 T 0.00 0.10 REFER TO ROBBINS ENG. GENERAL BC 0.0 5.0 S2-Q 0.10 0 T 0.00 0.10 NOTES AND SYMBOLS SHEET FOR Total 40.0 15.0 55.0 Q -P 0.20 0 T 0.00 0.20 ADDITIONAL SPECIFICATIONS. Spacing 24.0" P -0 0.21 0 T 0.00 0.21 Lumber Duration Factor 1.00 O -N 0.21 0 T 0.00 0.21 NOTES: Plate Duration Factor 1.00 N -M 0.21 0 T 0.00 0.21 Trusses Manufactured by: TC Fb=1.15 Fc=1.10 Ft=1.10 M -L 0.21 0 T 0.00 0.21 East Coast Lumber BC Fb=1.10 Fc=1.10 Ft=1.10 L -K 0.21 0 T 0.00 0.21 Analysis Conforms To: K -J 0.21 0 T 0.00 0.21 FBC2004 Plus 1 UBC LL Load Case(s) J -I 0.21 0 T 0.00 0.21 Design checked for LL on BC I -H 0.21 0 T 0.00 0.21 per BOCA (section 1606.2.3), Checked for NonConcurrent 200 H -E 0.14 0 T 0.00 0.14 IBC/IRC-2003 and FBC 2004 Lbs Moving Point Load applied -------------Webs------------- (section 1607.1), 20.0 psf. at Panel Points and Mid -panel C -A 0.09 40 C 0.00 0.09 Design checked for 10 psf non - on BC C -A 0.10 40 C 0.00 0.10 concurrent LL on BC. X -Y 0.12 132 C 0.00 0.12 Prevent truss rotation at all Jt React Uplft Size Req'd W -Z 0.12 133 C 0.00 0.12 bearing locations. Lbs Lbs In-Sx In-Sx V -AA 0.12 133 C 0.00 0.12 This truss must be installed Cont. Brg 0- 1- 8 to 24- 0- 0 U -BB 0.12 133 C 0.00 0.12 as shown. It cannot be 2641 0 Hz = 0 T -CC 0.12 133 C 0.00 0.12 installed upside-down. S -DD 0.12 133 C 0.00 0.12 Max comp. force 134 Lbs Membr CSI P Lbs Axl-CSI-Bnd R -EE 0.10 133 C 0.00 0.10 Quality Control Factor 1.00 ----------Top Chords---------- Q -FF 0.10 133 C 0.00 0.10 A -Y 0.07 26 C 0.00 0.07 P -GG 0.12 133 C 0.00 0.12 FABRICATOR NOTES: Y -Z 0.07 18 C 0.00 0.07 0 -HH 0.12 133 C 0.00 0.12 1. EAST COAST LUMBER 6 SUPPLY Z -AA 0.07 17 C 0.00 0.07 N -II 0.12 133 C 0.00 0.12 MAURICE A. SHASHOUA, AA -BB 0.07 16 C 0.00 0.07 M -JJ 0.12 133 C 0.00 0.12 P.E.#EB5251 6 19554 BB -CC 0.07 14 C 0.00 0.07 L -KK 0.12 133 C 0.00 0.12 5285 ST. LUCIE BLVD. CC-DD 0.07 13 C 0.00 0.07 K -LL 0.12 133 C 0.00 0.12 FORT PIERCE FL. 34946 DD-EE 0.07 12 C 0.00 0.07 J -MM 0.12 133 C 0.00 0.12 2. M CAUTION M READ "SCSI-B1 EE-FF 0.07 11 C 0.00 0.07 I -NN 0.12 134 C 0.00 0.12 SUMMARY SHEET" BEFORE FF-GG 0.07 11 C 0.00 0.07 H -00 0.12 125 C 0.00 0.12 HANDLING , INSTALLING 6 GG-HH 0.07 11 C 0.00 0.07 E -D 0.07 36 C 0.00 0.07 BRACING TRUSSES. HH-S1 0.07 11 C 0.00 0.07 E -D 0.07 36 C 0.00 0.07 3. DESIGNER: JLW Robbins Engineering. Inc./Online Plus" 0 1996.2006 Version 19.0.028 Engineering - Portrait 11/10/2006 10:06:14 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTF FT2 5 M150 240108 10600 0 0 ENGLE/SB42CATTF/M#18122 HO 1-6-0 HO 1-6-0 cc 0 m 0 H m '+ 0 0 0 TCr. .ti 19-0;: 2-0-0 .9-0 (W)3x6 lx Y. 23 1 {W) .6B - - Sl lx3 6x6 5x6 4x4 S4 3x3 4x4 2x3 2x3 4x4 3x3 4x4 5x6 6x6 E R S T U A C V W X Y H AA F 1-6-0 G sn,I 4x4 Q P O N B D M L R J Z 2x3 6x6 5x6 4x4 S3 3x3 4x4 4x4 S2 3x3 4x4 5x6 6x6 lx3 (W)20G-RHS-3x10 (W)20G-RHS-3x10 Common Diagonal: 1-3-0 (N)lx4 W:600 W:800 R:1361 R:1359 24- 3- 0 BC 12-1-8 ' 12-0-0 24-1-8 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.257" = V Robbins Engineering, Inc./Online P1us- S3-N 0.59 5116 T 0.55 0.04 C LOCK 2.Ox 3.0 0.2 Ctr 0.61 N -B 0.71 5805 T 0.46 0.25 V LOCK 4.Ox 4.0 Ctr-0.5 0.83 Online Plus -- Version 19.0.028 B -D 0.72 5921 T 0.45 0.27 W LOCK 3.Ox 3.0-0.2 Ctr 0.98 RUN DATE: 10-NOV-06 D -S2 0.71 5805 T 0.46 0.25 X LOCK 4.Ox 4.0-0.2-0.5 0.92 S2-M 0.99 5805 T 0.95 0.04 Y LOCK 5.Ox 6.0 Ctr-1.0 0.88 CSI -Size- ----Lumber---- M -L 0.90 5116 T 0.84 0.06 H LOCK 6.Ox 6.0-0.2-1.5 0.99 TC 0.93 4x 2 SP-#2 L -K 0.68 3916 T 0.64 0.04 G LOCK 4.Ox 4.0 Ctr 0.5 0.72 BC 0.99 4x 2 SP-#1 K -J 0.39 2235 T 0.36 0.03 Q LOCK 6.Ox 6.0-0.2 1.5 0.99 EX S3-S2 4x 2 SP-SS J -i 0.01 0 T 0.00 0.01 P LOCK 5.Ox 6.0 Ctr 1.0 0.88 WB 0.67 4x 2 SP-#3 -------------Webs------------- 0 LOCK 4.Ox 4.0-0.2 0.5 0.92 G -E 0.14 743 C N LOCK 3.Ox 3.0-0.2 Ctr 0.94 Brace truss as follows: G -E 0.14 743 C B LOCK 4.Ox 4.0-0.5 0.5 0.80 O.C. From To E -Q 0.67 1672 T D LOCK 4.Ox 4.0 0.5 0.5 0.80 TC Cont. 0- 0- 0 24- 1- 8 Q -R 0.33 1650 C M LOCK 3.Ox 3.0 0.2 Ctr 0.94 BC Cont. 0- 0- 0 24- 1- 8 R -P 0.50 1266 T L LOCK 4.Ox 4.0 0.2 0.5 0.92 P -S 0.24 1232 C K LOCK 5.Ox 6.0 Ctr 1.0 0.88 Loading Live Dead (psf) S -0 0.36 909 T J LOCK 6.Ox 6.0 0.2 1.5 0.99 TC 40.0 10.0 0 -T 0.17 874 C BC 0.0 5.0 T -N 0.21 547 T Total 40.0 15.0 55.0 N -U 0.12 614 C REFER TO ROBBINS ENG. GENERAL Spacing 24.0" U -B 0.28 714 T NOTES AND SYMBOLS SHEET FOR Lumber Duration Factor 1.00 B -A 0.08 412 C ADDITIONAL SPECIFICATIONS. Plate Duration Factor 1.00 D -C 0.08 413 C TC Fb=1.15 Fc=1.10 Ft=1.10 D -V 0.28 714 T NOTES: BC Fb=1.10 Fc=1.10 Ft=1.10 V -M 0.12 613 C Trusses Manufactured by: M -W 0.21 547 T East Coast Lumber Plus 2 Unbalanced Load Cases W -L 0.17 874 C Analysis Conforms To: Plus 1 BC LL Load Case(s) L -X 0.36 909 T FBC2004 X -K 0.24 1232 C Design checked for LL on BC Jt React Uplft Size Req'd K -Y 0.50 1266 T per BOCA (section 1606.2.3), Lbs Lbs In-Sx In-Sx Y -J 0.33 1650 C IBC/IRC-2003 and FBC 2004 G 1361 0 6- 0 1- 8 J -H 0.67 1672 T (section 1607.1), 20.0 psf. I 1360 0 8- 0 1- 8 I -H 0.14 743 C Provide 2X6 continuous I -H 0.14 743 C strongbacks (on edge) every Membr CSI P Lbs Axl-CSI-Bnd 10.0 Ft. Fasten to each ----------Top Chords---------- TL Defl -0.84" in B -D L/326 truss w/ 3-16d nails at E -R 0.33 1123 C 0.01 0.32 LL Defl -0.62" in B -D L/441 truss member(s). R -S 0.42 3087 C 0.10 0.32 DL Defl -0.45" at D L/615 This truss must be installed S -S4 0.44 4528 C 0.33 0.11 Shear // Grain in U -A 0.35 as shown. It cannot be S4-T 0.56 4528 C 0.33 0.23 installed upside-down. T -U 0.88 5466 C 0.53 0.35 Plates for each ply each face. Max comp. force 5921 Lbs U -A 0.93 5921 C 0.19 0.74 PLATING CONFORMS TO TPI. Quality Control Factor 1.00 A -C 0.93 5921 C 0.19 0.74 REPORTS: SBCCI 9761 C -V 0.93 5921 C 0.19 0.74 ROBBINS ENGINEERING, INC. FABRICATOR NOTES: V -S1 0.88 5466 C 0.53 0.35 USING GROSS AREA TEST. 1. EAST COAST LUMBER b SUPPLY S1-W 0.57 5466 C 0.32 0.25 Plate - LOCK 20 Ga, Gross Area MAURICE A. SHASHOUA, W -X 0.57 4528 C 0.33 0.24 Plate - RHS 20 Ga, Gross Area P.E.#EB5251 6 19554 X -Y 0.42 3087 C 0.10 0.32 Jt Type Plt Size X Y JSI 5285 ST. LUCIE BLVD. Y -H 0.33 1123 C 0.01 0.32 E LOCK 6.Ox 6.0 0.2-1.5 0.99 FORT PIERCE FL. 34946 --------Bottom Chords--------- R LOCK 5.Ox 6.0 Ctr-1.0 0.88 2. !!!CAUTION!!! READ "SCSI-Bl G -Q 0.01 0 T 0.00 0.01 S LOCK 4.Ox 4.0 0.2-0.5 0.92 SUMMARY SHEET" BEFORE Q -P 0.39 2235 T 0.36 0.03 T LOCK 3.Ox 3.0 0.2 Ctr 0.98 HANDLING , INSTALLING 6 P -0 0.68 3916 T 0.64 0.04 U LOCK 4.Ox 4.0 Ctr-0.5 0.83 BRACING TRUSSES. O -S3 0.90 5116 T 0.84 0.06 A LOCK 2.Ox 3.0-0.2 Ctr 0.61 3. DESIGNER: JLW Robbins Engineering, Inc./Online Plus- 0 1998.2006 Version 19.0.028 Engineering - Portrait 11/1012006 10:06:14 AM Page 1 ____[7 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineeriirg SB42CATTF FT3 2 M150 231008 10600 0 0 ENGLE/SB42CATTF/M#18122 HO 1-6-0 HO 1-6-0 m 0 0 .� 0 0 (W)3x6 • - 11-10- 8- - -S2-- - --- 5x4 1x3 6x6 5x6 4x4 3x3 LL2x3 2x3 4x4 3x3 4x4 Sx6 6x6 E II JJ KK A C MM NN 00 PP GZ 1-6-0 F H 2x3 HH GG FF EE B D DD CC BB pA Y 2x3 6x6 5x6 4x4 3x3 5x4 4x4 S1 3x3 4x4 5x6 6x6 lx3 (W)20G-RHS-3x10 Common Diagonal: 1-3-0 (N)lx4 W:308 W:800 R:1353 R:1352 24- 0- 0- BC' 11-10-8 _ - - 12-6-0 23-10-8 -- EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.263" = 1' Robbins Engineering, Inc./Online Plus- HH-GG 0.34 2322 T 0.09 0.25 C LOCK 2.Ox 3.0 0.2 Ctr 0.61 GG-FF 0.45 3962 T 0.42 0.03 MM LOCK 4.Ox 4.0 Ctr-0.5 0.81 Online Plus -- Version 19.0.028 FF-EE 0.59 5125 T 0.55 0.04 NN LOCK 3.Ox 3.0-0.2 Ctr 0.97 RUN DATE: 10-NOV-06 EE-B 0.71 5784 T 0.46 0.25 00 LOCK 4.Ox 4.0-0.2-0.5 0.91 B -D 0.73 5861 T 0.45 0.28 PP LOCK 5.Ox 6.0 Ctr-1.0 0.88 CSI -Size- ----Lumber---- D -S1 0.71 5753 T 0.46 0.25 G LOCK 6.Ox 6.0-0.2-1.5 0.99 TC 0.95 4x 2 SP-#2 Sl-DD 0.98 5753 T 0.94 0.04 HH LOCK 6.Ox 6.0-0.5 1.5 0.99 BC 0.73 4x 2 SP-SS DD-CC 0.89 5077 T 0.83 0.06 GG LOCK 5.Ox 6.0 Ctr 1.0 0.86 EX S1-H 4x 2 SP-#1 CC -BB 0.68 3890 T 0.64 0.04 FF LOCK 4.Ox 4.0 Ctr 0.5 0.98 WB 0.69 4x 2 SP-#3 BB -AA 0.52 2222 T 0.13 0.39 EE LOCK 3.Ox 3.0-0.2 Ctr 0.94 AA-H 0.23 0 T 0.00 0.23 B LOCK 5.0x 4.0-0.5 1.0 0.69 Brace truss as follows: -------------Webs------------- D LOCK 4.Ox 4.0 0.5 0.5 0.78 O.C. From To F -E 0.14 739 C DD LOCK 3.Ox 3.0 0.2 Ctr 0.93 TC Cont. 0- 0- 0 23-10- 8 F -E 0.14 739 C CC LOCK 4.Ox 4.0 0.2 0.5 0.91 BC Cont. 0- 0- 0 23-10- 8 E -HH 0.69 1733 T BB LOCK SAX 6.0 Ctr 1.0 0.88 HH-II 0.32 1629 C AA LOCK 6.Ox 6.0 0.2 1.5 0.99 Loading Live Dead (psf) II-GG 0.49 1236 T TC 40.0 10.0 GG-JJ 0.24 1202 C BC 0.0 5.0 JJ-FF 0.35 882 T REFER TO ROBBINS ENG. GENERAL Total 40.0 15.0 55.0 FF-KK 0.17 846 C NOTES AND SYMBOLS SHEET FOR Spacing 24.0" KK-EE 0.21 548 T ADDITIONAL SPECIFICATIONS. Lumber Duration Factor 1.00 EE-LL 0.12 630 C Plate Duration Factor 1.00 LL-B 0.30 763 T NOTES: TC Fb=1.15 Fc=1.10 Ft=1.10 B -A 0.09 496 C Trusses Manufactured by: BC Fb=1.10 Fc=1.10 Ft=1.10 D -C 0.07 401 C East Coast Lumber D -MM 0.27 696 T Analysis Conforms To: Plus 2 Unbalanced Load Cases MM-DD 0.12 602 C FBC2004 Plus 1 UBC LL Load Case(s) DD-NN 0.21 540 T Design checked for LL on BC Plus 1 BC LL Load Case(s) NN-CC 0.17 865 C per BOCA (section 1606.2.3), CC-00 0.36 899 T IBC/IRC-2003 and FBC 2004 Checked for NonConcurrent 200 00-BB 0.24 1222 C (section 1607.1), 20.0 psf. Lbs Moving Point Load applied BB -PP 0.50 1257 T Design checked for 10 psf non - at Panel Points and Mid -panel PP -AA 0.33 1640 C concurrent LL on BC. on BC AA-G 0.66 1663 T Provide 2X6 continuous H -G 0.14 740 C strongbacks (on edge) every Jt React Uplft Size Req'd H -G 0.14 740 C 10.0 Ft. Fasten to each Lbs Lbs In-Sx In-Sx truss w/ 3-16d nails at F 1353 0 3- 8 1- 8 TL Defl -0.82" in B -D L/333 truss member(s). H 1353 0 8- 0 1- 8 LL Defl -0.61" in B -D L/452 This truss must be installed DL Defl -0.44" at D L/626 as shown. It cannot be Membr CSI P Lbs Axl-CSI-Bnd Shear // Grain in LL-A 0.45 installed upside -down. ----------Top Chords---------- Max comp. force 5861 Lbs E -II 0.35 1225 C 0.01 0.34 Plates for each ply each face. Quality Control Factor 1.00 II-JJ 0.44 3153 C 0.10 0.34 PLATING CONFORMS TO TPI. JJ-KK 0.57 4556 C 0.33 0.24 REPORTS: SBCCI 9761 FABRICATOR NOTES: KK-S2 0.87 5457 C 0.53 0.34 ROBBINS ENGINEERING, INC. 1. EAST COAST LUMBER b SUPPLY S2-LL 0.55 5457 C 0.53 0.02 USING GROSS AREA TEST. MAURICE A. SHASHOUA, LL-A 0.95 5861 C 0.18 0.77 Plate - LOCK 20 Ga, Gross Area P.E.#EB5251 b 19554 A -C 0.95 5861 C 0.18 0.77 Plate - RHS 20 Ga, Gross Area 5285 ST. LUCIE BLVD. C -MM 0.89 5861 C 0.18 0.71 Jt Type Plt Size X Y JSI FORT PIERCE FL. 34946 MM-NN 0.86 5422 C 0.51 0.35 E LOCK 6.Ox 6.0 0.5-1.5 0.99 2. !!!CAUTION!!! READ 11SCSI-B1 NN-00 0.55 4495 C 0.32 0.23 II LOCK 5.0x 6.0 Ctr-1.0 0.86 SUMMARY SHEET" BEFORE 00-PP 0.42 3068 C 0.10 0.32 JJ LOCK 4.Ox 4.0 Ctr-0.5 0.98 HANDLING , INSTALLING b PP-G 0.33 1117 C 0.01 0.32 KK LOCK 3.Ox 3.0 0.2 Ctr 0.95 BRACING TRUSSES. --------Bottom Chords--------- LL LOCK 5.Ox 4.0-0.2-1.0 0.72 3. SIMPSON HANGER @ JT.F. F -HH 0.14 0 T 0.00 0.14 A LOCK 2.Ox 3.0-0.2 Ctr 0.61 Robbins Engineering. Inc./Online Plus'" 0 1996-2006 Version 19.0.028 Engineering - Portrait 11/102006 10:06:15 AM Page 1 Joe Mark uan Type Span P1-H1 Left OH Right OH Engineering SR42CATTF FT3A Q2 M150 230808 10600 0 0 ENGLE/SB42CATTF/M#18122 HO 1-6-0 HO 1-6-0 o m 0 0 TC :%a 2-0-0 : n 11-10- 8 (W)3x6 Sl 6x6 5x6 4x4 3x3 4x4 2x3 2x3 5x4 3x3 4x4 5x6 6x6 E Q R S T A C U V W X G 1-6-0 F H 2x3 r 2x3 P O N M B D L K J 1 6x6 5x6 4x4 3x3 4x4 5x4 S2 3x3 4x4 5x6 6x6 W:308 (W)20G-RHS-3x10 W:300 R:1343 Common Diagonal: 1-3-0 (N)lx4 R:1344 BC 11-10-8 11-10-0 t 23-8-8 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.266" = 1' Robbins Engineering, Inc./Online P1us- P -O 0.34 2304 T 0.09 0.25 C LOCK 2.Ox 3.0 0.2 Ctr 0.61 O -N 0.45 3927 T 0.42 0.03 U LOCK 5.0x 4.0 0.3-1.0 0.74 Online Plus -- Version 19.0.028 N -M 0.58 5074 T 0.54 0.04 V LOCK 3.Ox 3.0-0.2 Ctr 0.93 RUN DATE: 10-NOV-06 M -B 0.70 5713 T 0.45 0.25 W LOCK 4.Ox 4.0 Ctr-0.5 0.97 B -D 0.71 5781 T 0.44 0.27 X LOCK 5.Ox 6.0 Ctr-1.0 0.85 CSI -Size- ----Lumber---- D -S2 0.69 5716 T 0.45 0.24 G LOCK 6.Ox 6.0-0.5-1.5 0.99 TC 0.93 4x 2 SP-#2 S2-L 0.98 5716 T 0.94 0.04 P LOCK 6.Ox 6.0-0.5 1.5 0.99 BC 0.71 4x 2 SP-SS L -K 0.89 5074 T 0.83 0.06 0 LOCK 5.Ox 6.0 Ctr 1.0 0.85 EX S2-H 4x 2 SP-#1 K -J 0.68 3928 T 0.64 0.04 N LOCK 4.Ox 4.0 Ctr 0.5 0.97 WB 0.69 4x 2 SP-113 J -i 0.53 2304 T 0.14 0.39 M LOCK 3.Ox 3.0-0.2 Ctr 0.92 I -H 0.25 0 T 0.00 0.25 B LOCK 4.Ox 4.0-0.5 0.5 1.00 Brace truss as follows: -------------Webs------------- D LOCK 5.0x 4.0 0.5 1.0 0.71 O.C. From To F -E 0.14 734 C L LOCK 3.Ox 3.0 0.2 Ctr 0.93 TC Cont. 0- 0- 0 23- B- 8 F -E 0.14 734 C K LOCK 4.Ox 4.0 Ctr 0.5 0.97 BC Cont. 0- 0- 0 23- 8- 8 E -P 0.68 1720 T J LOCK 5.Ox 6.0 Ctr 1.0 0.85 P -Q 0.32 1617 C I LOCK 6.Ox 6.0 0.5 1.5 0.99 Loading Live Dead (psf) Q -0 0.49 1223 T TC 40.0 10.0 O -R 0.23 1189 C BC 0.0 5.0 R -N 0.34 869 T REFER TO ROBBINS ENG. GENERAL Total 40.0 15.0 55.0 N -S 0.16 834 C NOTES AND SYMBOLS SHEET FOR Spacing 24.0" S -M 0.21 538 T ADDITIONAL SPECIFICATIONS. Lumber Duration Factor 1.00 M -T 0.12 615 C Plate Duration Factor 1.00 T -B 0.29 737 T NOTES: TC Fb=1.15 Fc=1.10 Ft=1.10 B -A 0.09 478 C Trusses Manufactured by: BC Fb=1.10 Fc=1.10 Ft=1.10 D -C 0.09 503 C East Coast Lumber D -U 0.30 759 T Analysis Conforms To: Plus 2 Unbalanced Load Cases U -L 0.12 622 C FBC2004 Plus 1 UBC LL Load Case(s) L -V 0.21 543 T Design checked for LL on BC Plus 1 BC LL Load Case(s) V -K 0.16 834 C per BOCA (section 1606.2.3), K -W 0.34 870 T IBC/IRC-2003 and FBC 2004 Checked for NonConcurrent 200 W -J 0.24 1189 C (section 1607.1), 20.0 psf. Lbs Moving Point Load applied J -X 0.49 1223 T Design checked for 10 psf non - at Panel Points and Mid -panel X -I 0.32 1617 C concurrent LL on BC. on BC I -G 0.69 1720 T Provide 2X6 continuous H -G 0.14 734 C strongbacks (on edge) every Jt React Uplft Size Req'd H -G 0.14 734 C 10.0 Ft. Fasten to each Lbs Lbs In-Sx In-Sx truss w/ 3-16d nails at F 1344 0 3- 8 1- 8 TL Defl -0.80" in B -D L/346 truss member(s). H 1344 0 3- 0 1- 8 LL Defl -0.59" in B -D L/469 This truss must be installed DL Defl -0.42" at B L/654 as shown. It cannot be Membr CSI P Lbs Axl-CSI-Bnd Shear // Grain in C -U 0.47 installed upside -down. ----------Top Chords---------- Max comp. force 5781 Lbs E -Q 0.35 1216 C 0.01 0.34 Plates for each ply each face. Quality Control Factor 1.00 Q -R 0.44 3127 C 0.10 0.34 PLATING CONFORMS TO TPI. R -S 0.57 4512 C 0.33 0.24 REPORTS: SBCCI 9761 FABRICATOR NOTES: S -S1 0.85 5397 C 0.51 0.34 ROBBINS ENGINEERING, INC. 1. EAST COAST LUMBER 6 SUPPLY Sl-T 0.53 5397 C 0.51 0.02 USING GROSS AREA TEST. MAURICE A. SHASHOUA, T -A 0.91 5781 C 0.18 0.73 Plate - LOCK 20 Ga, Gross Area P.E.#EB5251 6 19554 A -C 0.93 5781 C 0.18 0.75 Plate - RHS 20 Ga, Gross Area 5285 ST. LUCIE BLVD. C -U 0.93 5781 C 0.18 0.75 Jt Type Plt Size X Y JSI FORT PIERCE FL. 34946 U -V 0.85 5398 C 0.51 0.34 E LOCK 6.Ox 6.0 0.5-1.5 0.99 2. !!!CAUTION!!! READ "SCSI-B1 V -W 0.57 4513 C 0.33 0.24 Q LOCK 5.Ox 6.0 Ctr-1.0 0.85 SUMMARY SHEET" BEFORE W -X 0.44 3127 C 0.10 0.34 R LOCK 4.Ox 4.0 Ctr-0.5 0.97 HANDLING , INSTALLING 6 X -G 0.35 1216 C 0.01 0.34 S LOCK 3.Ox 3.0 0.2 Ctr 0.93 BRACING TRUSSES. --------Bottom Chords--------- T LOCK 4.Ox 4.0-0.2-0.5 1.00 3. SIMPSON HANGER @ JT.F. F -P 0.14 0 T 0.00 0.14 A LOCK 2.Ox 3.0-0.2 Ctr 0.61 Robbins Engineering. Inc./Online Plus" 0 1996.2006 Version 19.0.028 Engineering - Portrait 11/102006 10:06:16 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTF FT4A 4 M150 210708 10600 0 0 ENGLE/SB42CATTF/M#18122 1-6-0 HO 1-6-0 m 0 (W)3x6 9- 9- 8 - -. S2 5x6 4x6 4x4 4x4 2x3 2x3 4x4 3x3 4x4 5x4 E P Q R A C S T U V F 2x3 N W:308 R:1233 BC O N M B D L K 5x6 4x4 4x4 S1 4x4 4x4 3x3 4x4 (W)20G-RHS-3x10 Common Diagonal: 1-3-0 9-9-8 11-10-0 21-7-8 _ EXCEPT AS SHOWN ALL PLATES ARE LOCK20 HO 1-6-0 5x6 G H J I 2x3 4x4 5x6 W:300 R:1225 t Scale: 0.290" = 1' Robbins Engineering, Inc./Online Plus- --------Bottom Chords--------- C LOCK 2.Ox 3.0 0.2 Ctr 0.61 F -0 0.22 0 T 0.00 0.22 S LOCK 4.Ox 4.0 0.5-0.5 0.71 Online Plus -- Version 19.0.028 O -N 0.52 2093 T 0.13 0.39 U LOCK 4.Ox 4.0 Ctr-0.5 0.79 RUN DATE: 10-NOV-06 N -M 0.66 3517 T 0.58 0.08 V LOCK SAX 4.0-0.2-1.0 0.99 M -S1 0.80 4466 T 0.73 0.07 G LOCK 5.Ox 6.0-0.5-1.0 0.97 CSI -Size- ----Lumber---- S1-B 0.66 4466 T 0.33 0.33 0 LOCK 5.Ox 6.0-0.5 1.0 0.97 TC 0.84 4x 2 SP-#1 B -D 0.71 4771 T 0.38 0.33 N LOCK 4.Ox 4.0-0.8 0.5 0.97 EX S2-G 4x 2 SP-#2 D -L 0.73 4819 T 0.40 0.33 M LOCK 4.Ox 4.0 Ctr 0.5 0.77 BC 0.80 4x 2 SP-#1 L -K 0.49 4422 T 0.47 0.02 B LOCK 4.Ox 4.0-0.5 0.5 0.86 EX S1-H 4x 2 SP-SS K -J 0.41 3487 T 0.15 0.26 D LOCK 4.Ox 4.0 0.5 0.5 0.70 WB 0.62 4x 2 SP-#3 J -I 0.33 2079 T 0.08 0.25 K LOCK 4.Ox 4.0 Ctr 0.5 0.79 I -H 0.16 0 T 0.00 0.16 J LOCK 4.Ox 4.0 0.5 0.5 1.00 Brace truss as follows: -------------Webs------------- I LOCK 5.0x 6.0 0.5 1.0 0.97 O.C. From To F -E 0.13 673 C TC Cont. 0- 0- 0 21- 7- 8 F -E 0.13 673 C BC Cont. 0- 0- 0 21- 7- 8 E -O 0.62 1562 T REFER TO ROBBINS ENG. GENERAL 0 -P 0.29 1469 C NOTES AND SYMBOLS SHEET FOR Loading Live Dead (psf) P -N 0.43 1081 T ADDITIONAL SPECIFICATIONS. TC 40.0 10.0 N -Q 0.20 1034 C BC 0.0 5.0 Q -M 0.27 691 T NOTES: Total 40.0 15.0 55.0 M -R 0.14 716 C Trusses Manufactured by: Spacing 24.0" R -B 0.33 846 T East Coast Lumber Lumber Duration Factor 1.00 B -A 0.09 456 C Analysis Conforms To: Plate Duration Factor 1.00 D -C 0.14 370 T FBC2004 TC Fb=1.15 Fc=1.10 Ft=1.10 D -S 0.19 526 C Design checked for LL on BC BC Fb=1.10 Fc=1.10 Ft=1.10 S -L 0.09 446 C per BOCA (section 1606.2.3), L -T 0.16 415 T IBC/IRC-2003 and FBC 2004 Plus 2 Unbalanced Load Cases T -K 0.13 682 C (section 1607.1), 20.0 psf. Plus 1 UBC LL Load Case(s) K -U 0.28 708 T Design checked for 10 psf non - Plus 1 BC LL Load Case(s) U -J 0.20 1028 C concurrent LL on BC. J -V 0.42 1064 T Provide 2X6 continuous Checked for NonConcurrent 200 V -I 0.29 1458 C strongbacks (on edge) every Lbs Moving Point Load applied I -G 0.62 1553 T 10.0 Ft. Fasten to each at Panel Points and Mid -panel H -G 0.13 669 C truss w/ 3-16d nails at on BC H -G 0.13 669 C truss member(s). This truss must be installed it React Uplft Size Req'd TL Defl -0.61" in D -L L/417 as shown. It cannot be Lbs Lbs In-Sx In-Sx LL Defl -0.45" in D -L L/565 installed upside-down. F 1233 0 3- 8 1- 8 DL Defl -0.33" at D L/774 Max comp. force 4771 Lbs H 1226 0 3- 0 1- 8 Shear // Grain in C -S 0.61 Quality Control Factor 1.00 Membr CSI P Lbs Axl-CSI-Bnd Plates for each ply each face. FABRICATOR NOTES: ----------Top Chords---------- PLATING CONFORMS TO TPI. 1. EAST COAST LUMBER 6 SUPPLY E -P 0.28 1104 C 0.01 0.27 REPORTS: SBCCI 9761 MAURICE A. SHASHOUA, P -Q 0.33 2821 C 0.06 0.27 ROBBINS ENGINEERING, INC. P.E.#EB5251 6 19554 Q -R 0.47 3982 C 0.23 0.24 USING GROSS AREA TEST. 5285 ST. LUCIE BLVD. R -A 0.84 4771 C 0.10 0.74 Plate - LOCK 20 Gar Gross Area FORT PIERCE FL. 34946 A -C 0.84 4771 C 0.10 0.74 Plate - RHS 20 Ga, Gross Area 2. !!!CAUTION!!! READ "SCSI-B1 C -S 0.70 4771 C 0.10 0.60 it Type Plt Size X Y JSI SUMMARY SHEET" BEFORE S -S2 0.44 4644 C 0.31 0.13 E LOCK 5.0x 6.0 0.5-1.0 0.97 HANDLING , INSTALLING 6 S2-T 0.67 4644 C 0.38 0.29 P LOCK 4.Ox 6.0 Ctr-0.5 0.93 BRACING TRUSSES. T -U 0.47 3963 C 0.25 0.22 Q LOCK 4.Ox 4.0 Ctr-0.5 0.77 3. SIMPSON HANGER @ JT.F. U -V 0.42 2795 C 0.08 0.34 R LOCK 4.Ox 4.0 Ctr-0.5 0.94 V -G 0.36 1098 C 0.01 0.35 A LOCK 2.Ox 3.0-0.2 Ctr 0.61 Robbins Engineering. Inc./Online Plus"' 0 1996.2006 Version 19.0.028 Engineering - Portrait 11/10/2006 10:06:17 AM Pagel Job SR42CATTF Mark FT4 Quan 3 Type M150 Span P1-HI Left OH Right OH 210908 10600 0 0 Engineering ENGLE/SB42CATTF/M#18122 NO 1-6-0 NO 1-6-0 TC, ll-0,. 2-0-0_ :.9-0 _ .. -_. _ .. i17.1-8;_, (W) 3x6 S2 lx3 9- 9- 8 5x6 4x6 4x4 4x4 2x3 2x3 3x3 3x3 4x4 4x6 5x6 E FF GG HH A C II JJ KK LL G W 1-6-0 F 2x3 k] W:308 R:1242 BC EE DD CC B D BB AA z 5x6 4x4 4x4 4x4 3x3 S1 3x3 4x4 4x4 (w)20G-RHS-3xlO Common Diagonal: 1-3-0 21-11- 0 9-9-8 12-0-0 21-9-8 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 H Y X 2x3 5x6 lx3 W:800 R:1234 Scale: 0.288" = 1 Robbins Engineering, Inc./Online Plus- --------Bottom Chords--------- C LOCK 2.Ox 3.0 0.2 Ctr 0.61 F -EE 0.14 0 T 0.00 0.14 II LOCK 3.Ox 3.0-0.2 Ctr 0.98 Online Plus -- Version 19.0.028 EE-DD 0.33 2111 T 0.08 0.25 KK LOCK 4.Ox 4.0 Ctr-0.5 0.82 RUN DATE: 10-NOV-06 DD-CC 0.43 3552 T 0.38 0.05 LL LOCK 4.Ox 6.0 Ctr-0.5 0.94 CC-B 0.68 4519 T 0.33 0.35 G LOCK 5.Ox 6.0-0.2-1.0 0.99 CSI -Size- ----Lumber---- B -D 0.74 4838 T 0.39 0.35 EE LOCK 5.Ox 6.0-0.5 1.0 0.98 TC 0.88 4x 2 SP-#1 D -S1 0.74 4876 T 0.41 0.33 DD LOCK 4.Ox 4.0-0.8 0.5 0.98 EX S2-G 4x 2 SP42 S1-BB 0.93 4876 T 0.80 0.13 CC LOCK 4.Ox 4.0 Ctr 0.5 0.78 BC 0.74 4x 2 SP-SS BB -AA 0.76 4435 T 0.73 0.03 B LOCK 4.Ox 4.0-0.5 0.5 0.89 EX S1-H 4x 2 SP-#1 AA-Z 0.64 3460 T 0.23 0.41 D LOCK 3.Ox 3.0 0.2 Ctr 0.98 WB 0.63 4x 2 SP-#3 Z -Y 0.51 2007 T 0.12 0.39 AA LOCK 4.Ox 4.0 Ctr 0.5 0.82 Y -H 0.23 0 T 0.00 0.23 Z LOCK 4.Ox 4.0 0.8 0.5 1.00 Brace truss as follows: -------------Webs------------- Y LOCK 5.Ox 6.0 0.2 1.0 0.99 O.C. From To F -E 0.13 678 C TC Cont. 0- 0- 0 21- 9- 8 F -E 0.13 678 C BC Cont. 0- 0- 0 21- 9- 8 E -EE 0.63 1575 T REFER TO ROBBINS ENG. GENERAL EE-FF 0.29 1482 C NOTES AND SYMBOLS SHEET FOR Loading Live Dead (psf) FF-DD 0.43 1095 T ADDITIONAL SPECIFICATIONS. TC 40.0 10.0 DD-GG 0.21 1046 C BC 0.0 5.0 GG-CC 0.28 702 T NOTES: Total 40.0 15.0 55.0 CC-HH 0.14 732 C Trusses Manufactured by: Spacing 24.0" HH-B 0.34 872 T East Coast Lumber Lumber Duration Factor 1.00 B -A 0.09 471 C Analysis Conforms To: Plate Duration Factor 1.00 D -C 0.09 272 C FBC2004 TC Fb=1.15 Fc=1.10 Ft=1.10 D -II 0.18 463 T Design checked for LL on BC BC Fb=1.10 Fc=1.10 Ft=1.10 II -BB 0.08 435 C per BOCA (section 1606.2.3), BB-JJ 0.16 416 T IBC/IRC-2003 and FBC 2004 Plus 2 Unbalanced Load Cases JJ-AA 0.14 712 C (section 1607.1), 20.0 psf. Plus 1 UBC LL Load Case(s) AA-KK 0.29 736 T Design checked for 10 psf non - Plus 1 BC LL Load Case(s) KK-Z 0.21 1061 C concurrent LL on BC. Z -LL 0.44 1098 T Provide 2X6 continuous Checked for NonConcurrent 200 LL-Y 0.29 1481 C strongbacks (on edge) every Lbs Moving Point Load applied Y -G 0.60 1503 T 10.0 Ft. Fasten to each at Panel Points and Mid -panel H -G 0.13 674 C truss w/ 3-16d nails at on BC H -G 0.13 674 C truss member(s). This truss must be installed Jt React Uplft Size Req'd TL Defl -0.64" in D -S1 L/391 as shown. It cannot be Lbs Lbs In-Sx in-Sx LL Defl -0.47" in D -S1 L/531 installed upside-down. F 1243 0 3- 8 1- 8 DL Defl -0.34" at Sl L/730 Max comp. force 4838 Lbs H 1234 0 8- 0 1- 8 Shear // Grain in C -II 0.45 Quality Control Factor 1.00 Membr CSI P Lbs Axl-CSI-Bnd Plates for each ply each face. FABRICATOR NOTES: ----------Top Chords---------- PLATING CONFORMS TO TPI. 1. EAST COAST LUMBER 6 SUPPLY E -FF 0.28 1113 C 0.01 0.27 REPORTS: SBCCI 9761 MAURICE A. SHASHOUA, FF-GG 0.33 2848 C 0.06 0.27 ROBBINS ENGINEERING, INC. P.E.#EB5251 6 19554 GG-HH 0.49 4024 C 0.24 0.25 USING GROSS AREA TEST. 5285 ST. LUCIE BLVD. HH-A 0.88 4838 C 0.11 0.77 Plate - LOCK 20 Ga, Gross Area FORT PIERCE FL. 34946 A -C 0.88 4838 C 0.11 0.77 Plate - RHS 20 Ga, Gross Area 2. M CAUTION M READ "BCSI-B1 C -II 0.73 4838 C 0.11 0.62 Jt Type Plt Size X Y JSI SUMMARY SHEET" BEFORE II-S2 0.53 4680 C 0.31 0.22 E LOCK 5.Ox 6.0 0.5-1.0 0.98 HANDLING , INSTALLING 6 S2-JJ 0.48 4680 C 0.24 0.24 FF LOCK 4.Ox 6.0 Ctr-0.5 0.94 BRACING TRUSSES. JJ-KK 0.47 3956 C 0.25 0.22 GG LOCK 4.Ox 4.0 Ctr-0.5 0.78 3. SIMPSON HANGER @ JT.F. KK-LL 0.39 2746 C 0.07 0.32 HH LOCK 4.Ox 4.0 Ctr-0.5 0.97 LL-G 0.33 1010 C 0.01 0.32 A LOCK 2.Ox 3.0-0.2 Ctr 0.61 Robbins Engineering. Inc./Online Plus" 0 1996-2008 Version 19.0.028 Engineering - Portrait 11/102006 10:06:16 AM Page 1 Job dark Quan Type Span P1-H1 Left OH Right OH Engineering SR42CATTF FT7 1 M150 191103 10600 0 0 ENGLE/SB42CATTF/M#18122 HO 1-6-0 HO 1-6-0 TC. .. 1976,9-5 2_-0-0 r9-Q. .---- - - t171-8,!. lx3 7-11- 3 ---- (W)3x4 S2 W 5x6 4x4 4x4 3x3 2x3 3x3 3x3 3x4 4x4 5x6 E EE FF A C GG HH II JJ G rl 1-6-0 F H 2x3 2z3 DD CC BB B D AA Z Y X v 5x6 4x4 4x4 2x3 3x3 S1 3x3 3x4 4x4 5x6 (W)20G-RHS-3x10 W:511 Common Diagonal: 1-3-0 W:8M R:1144 R:1128 --20- 0-11 - BC• 7-11-3 i - - .-12-0-0 - 19-11-3 - .. EXCEPT AS SHOWN ALL PLATES ARE LOCx20 Scale: 0.313" = 1' Robbins Engineering, Inc./Online P1us- II-JJ 0.38 2457 C 0.06 0.32 EE LOCK 4.Ox 4.0 0.2-0.5 0.94 JJ-G 0.32 913 C 0.00 0.32 FF LOCK 4.Ox 4.0 Ctr-0.5 0.83 Online Plus -- Version 19.0.028 --------Bottom Chords--------- A LOCK 3.Ox 3.0 Ctr-0.2 0.96 RUN DATE: 10-NOV-06 F -DD 0.14 0 T 0.00 0.14 C LOCK 2.Ox 3.0 0.2 Ctr 0.61 DD-CC 0.33 1931 T 0.08 0.25 JJ LOCK 4.Ox 4.0-0.2-0.5 0.97 CSI -Size- ----Lumber---- CC -BB 0.40 3159 T 0.34 0.06 G LOCK 5.Ox 6.0 Ctr-1.0 0.94 TC 0.86 4x 2 SP-#1 BB-B 0.90 3928 T 0.33 0.57 DD LOCK 5.Ox 6.0-0.2 1.0 0.94 EX S2-G 4x 2 SP-#2 B -D 0.90 3928 T 0.33 0.57 CC LOCK 4.Ox 4.0-0.2 0.5 0.94 BC 0.90 4x 2 SP-SS D -S1 0.79 4087 T 0.36 0.43 BB LOCK 4.Ox 4.0 Ctr 0.5 0.83 EX Sl-H 4x 2 SP-#1 S1-AA 0.88 4087 T 0.67 0.21 B LOCK 2.Ox 3.0-0.2 Ctr 0.79 WB 0.57 4x 2 SP-#3 AA-Z 0.71 3858 T 0.63 0.08 Y LOCK 4.Ox 4.0 0.2 0.5 0.97 Z -Y 0.62 3074 T 0.21 0.41 X LOCK 5.Ox 6.0 Ctr 1.0 0.94 Brace truss as follows: Y -X 0.50 1814 T 0.12 0.38 O.C. From To X -H 0.23 0 T 0.00 0.23 TC Cont. 0- 0- 0 19-11- 3 -------------Webs------------- REFER TO ROBBINS ENG. GENERAL BC Cont. 0- 0- 0 19-11- 3 F -E 0.12 624 C NOTES AND SYMBOLS SHEET FOR F -E 0.12 624 C ADDITIONAL SPECIFICATIONS. Loading Live Dead (psf) E -DD 0.57 1442 T TC 40.0 10.0 DD-EE 0.27 1355 C NOTES: BC 0.0 5.0 EE-CC 0.37 932 T Trusses Manufactured by: Total 40.0 15.0 55.0 CC-FF 0.17 *888 C East Coast Lumber Spacing 24.0" FF-BB 0.28 722 T Analysis Conforms To: Lumber Duration Factor 1.00 BB -A 0.20 1050 C FBC2004 Plate Duration Factor 1.00 B -A 0.19 483 T Design checked for LL on BC TC Fb=1.15 Fc=1.10 Ft=1.10 D -C 0.11 280 T per BOCA (section 1606.2.3), BC Fb=1.10 Fc=1.10 Ft=1.10 D -GG 0.10 542 C IBC/IRC-2003 and FBC 2004 GG-AA 0.06 293 C (section 1607.1), 20.0 psf. Plus 2 Unbalanced Load Cases AA-HH 0.12 309 T Design checked for 10 psf non - Plus 1 UBC LL Load Case(s) HH-Z 0.11 575 C concurrent LL on BC. Plus 1 BC LL Load Case(s) Z -II 0.23 590 T Provide 2X6 continuous II-Y 0.18 916 C strongbacks (on edge) every Checked for NonConcurrent 200 Y -JJ 0.38 955 T 10.0 Ft. Fasten to each Lbs Moving Point Load applied JJ-X 0.26 1338 C truss w/ 3-16d nails at at Panel Points and Mid -panel X -G 0.54 1360 T truss member (a). on BC H -G 0.12 616 C This truss must be installed H -G 0.12 616 C as shown. It cannot be Jt React Uplft Size Req'd installed upside-down. Lbs Lbs In-Sx In-Sx TL Defl -0.54" in D -S1 L/413 Max Comp. force 4014 Lbs F 1145 0 5-11 1- 8 LL Defl -0.40" in D -S1 L/562 Quality Control Factor 1.00 H 1128 0 8- 0 1- 8 DL Defl -0.29" at S1 L/765 Shear // Grain in C -GG 0.49 FABRICATOR NOTES: Membr CSI P Lbs Axl-CSI-Bnd 1. EAST COAST LUMBER 6 SUPPLY ----------Top Chords---------- Plates for each ply each face. MAURICE A. SHASHOUA, E -EE 0.31 1020 C 0.00 0.31 PLATING CONFORMS TO TPI. P.E.#EB5251 6 19554 EE-FF 0.36 2559 C 0.05 0.31 REPORTS: SBCCI 9761 5285 ST. LUCIE BLVD. FF-A 0.83 3472 C 0.05 0.78 ROBBINS ENGINEERING, INC. FORT PIERCE FL. 34946 A -C 0.86 3928 C 0.08 0.78 USING GROSS AREA TEST. 2. M CAUTION M READ 11SCSI-B1 C -GG 0.78 3928 C 0.08 0.70 Plate - LOCK 20 Gat, Gross Area SUMMARY SHEET" BEFORE GG-S2 0.41 4014 C 0.22 0.19 Plate - RHS 20 Gat, Gross Area HANDLING , INSTALLING 6 S2-HH 0.41 4014 C 0.17 0.24 Jt Type Plt Size X Y JSI BRACING TRUSSES. HH-II 0.40 3471 C 0.19 0.21 E LOCK 5.Ox 6.0 0.2-1.0 0.94 3. DESIGNER: JLW Robbins Engineering. Inc./Online Plus" 0 1996.2008 Version 19.0.028 Engineering - Portrait 11/102006 10:06:19 AM Pagel Job Mask Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTF FT8 1 M150 171103 10600 0 0 ENGLE/SB42CATTF/M#18122 HO 1-6-0 HO 1-6-0 TC 9-11 2-0-0 1: 9-0 L_. - --- --i-1-1-9-! lx3 5-11- 3 (W)3x4 s2 T 5x6 4x4 3x3 2x3 3x3 3x3 3x3 4x4 5x6 E BB A C CC DD EE FF G 1-6-0 F H 2x3 AA z B D Sl Y X W y U 2x3 ��. 5x6 4x4 2x3 3x3 (W)3x8 3x3 3x3 4x4 5x4 •� Common Diagonal: 1-3-0 i W:511 W:890_ R:1040 R:1 .18- 0-11 BC 5-11-3 12-0-0 17-11-3 ALL PLATES ARE LOCK20 Scale: 0.346` = t' Robbins Engineering, Inc./Online Plus- DD-EE 0.33 2945 C 0.09 0.24 BB LOCK 4.Ox 4.0 0.2-0.5 0.95 EE-FF 0.36 2144 C 0.04 0.32 A LOCK 3.Ox 3.0 Ctr-0.5 0.95 Online Plus -- Version 19.0.028 FF-G 0.32 809 C 0.00 0.32 C LOCK 2.Ox 3.0 0.2 Ctr 0.61 RUN DATE: 10-NOV-06--------Bottom Chords--------- FF LOCK 4.Ox 4.0 Ctr-0.5 0.89 F -AA 0.13 0 T 0.00 0.13 G LOCK 5.Ox 6.0 Ctr-1.0 0.83 CSI -Size- ----Lumber---- AA-Z 0.31 1692 T 0.07 0.24 AA LOCK 5.Ox 6.0 Ctr 1.0 0.89 TC 0.93 4x 2 SP-#1 Z -B 0.99 2930 T 0.26 0.73 Z LOCK 4.Ox 4.0-0.2 0.5 0.95 EX S2-G 4x 2 SP-#2 B -D 0.99 2930 T 0.26 0.73 B LOCK 2.Ox 3.0-0.2 Ctr 0.95 BC 0.99 4x 2 SP-SS D -S1 0.85 3230 T 0.30 0.55 W LOCK 4.Ox 4.0 Ctr 0.5 0.89 EX S1-H 4x 2 SP-#1 S1-Y 0.84 3230 T 0.53 0.31 V LOCK 5.Ox 4.0 0.5 1.0 0.97 WB 0.51 4x 2 SP-#3 Y -X 0.67 3233 T 0.53 0.14 X -W 0.59 2654 T 0.18 0.41 Brace truss as follows: W -V 0.49 1605 T 0.11 0.38 REFER TO ROBBINS ENG. GENERAL O.C. From To V -H 0.23 0 T 0.00 0.23 NOTES AND SYMBOLS SHEET FOR TC Cont. 0- 0- 0 17-11- 3-------------Webs------------- ADDITIONAL SPECIFICATIONS. BC Cont. 0- 0- 0 17-11- 3 F -E 0.11 570 C F -E 0.11 570 C NOTES: Loading Live Dead (psf) E -AA 0.51 1278 T Trusses Manufactured by: TC 40.0 10.0 AA -BB 0.23 1171 C East Coast Lumber BC 0.0 5.0 BB-Z 0.37 941 T Analysis Conforms To: Total 40.0 15.0 55.0 Z -A 0.23 1188 C FBC2004 Spacing 24.0" B -A 0.23 581 T Design checked for LL on BC Lumber Duration Factor 1.00 D -C 0.14 368 T per BOCA (section 1606.2.3), Plate Duration Factor 1.00 D -CC 0.14 723 C IBC/IRC-2003 and FBC 2004 TC Fb=1.15 Fc=1.10 Ft=1.10 CC-Y 0.08 223 T (section 1607.1), 20.0 psf. BC Fb=1.10 Fc=1.10 Ft=1.10 Y -DD 0.08 200 T Design checked for 10 psf non- DD-X 0.08 428 C concurrent LL on BC. Plus 2 Unbalanced Load Cases X -EE 0.17 431 T Provide 2X6 continuous Plus 1 UBC LL Load Case(s) EE-W 0.15 758 C strongbacks (on edge) every Plus 1 BC LL Load Case(s) W -FF 0.32 801 T 10.0 Ft. Fasten to each FF-V 0.23 1182 C truss w/ 3-16d nails at Checked for NonConcurrent 200 V -G 0.48 1204 T truss member(s). Lbs Moving Point Load applied H -G 0.10 552 C This truss must be installed at Panel' Points and Mid -panel H -G 0.10 552 C as shown. It cannot be on BC installed upside-down. TL Defl -0.52" in D -S1 L/387 Max comp. force 3293 Lbs Jt React Uplft Size Req'd LL Defl -0.39" in D -S1 L/523 Quality Control Factor 1.00 Lbs Lbs In-Sx In-Sx DL Defl -0.28" at S1 L/723 F 1040 0 5-11 1- 8 Shear // Grain in C -CC 0.59 FABRICATOR NOTES: H 1013 0 8- 0 1- 8 1. EAST COAST LUMBER 6 SUPPLY Plates for each ply each face. MAURICE A. SHASHOUA, Membr CSI P Lbs Axl-CSI-Bnd PLATING CONFORMS TO TPI. P.E.#EB5251 6 19554 ----------Top Chords---------- REPORTS: SBCCI 9761 5285 ST. LUCIE BLVD. E -BB 0.31 904 C 0.01 0.30 ROBBINS ENGINEERING, INC. FORT PIERCE FL. 34946 BB -A 0.89 2328 C 0.02 0.87 USING GROSS AREA TEST. 2. !!!CAUTION!!! READ "SCSI-B1 A -C 0.93 2930 C 0.05 0.88 Plate - LOCK 20 Gar Gross Area SUMMARY SHEET" BEFORE C -CC 0.93 2930 C 0.05 0.88 Plate - RHS 20 Ga, Gross Area HANDLING , INSTALLING b CC-S2 0.29 3293 C 0.09 0.20 Jt Type Plt Size X Y JSI BRACING TRUSSES. S2-DD 0.35 3293 C 0.11 0.24 E LOCK 5.0x 6.0 Ctr-1.0 0.89 3. DESIGNER: JLW Robbins Engineering. Inc./Online Plus"' 0 1996-2006 Version 19.0.028 Engineering • Portrait 11/102006 10:06:19 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTF FT10 1 M150 151103 10600 0 0 ENGLE/SB42CATTF/M#18122 HO 1-6-0 HO 1-6-0 TC 1-2-4 •, 1-2-15. 2-0-0 9-0. _.. .__ -- - 1-1-8.LI •3-11- 3 1x3 4x6 1x4 4x4 2x3 3x3 3x3 3x3 3x4 4x6 1-6-0 F 2x3 W:511 R: 936 X B D W V U T 5x6 2x3 3x3 3x3 3x3 3x4 4x4 Common Diagonal: 1-3-0 16- 0-11 BC 3-11-3 - -• 12-0-0 15-11-3 ALL PLATES ARE LOCK20 H R 2x3 lx3 1 r I w:800 R: 895 Scale: 0.388" = 1' Robbins Engineering, Inc./Online Plus- BB-G 0.17 703 C 0.00 0.17 BB LOCK 3.Ox 4.0-0.2 Ctr 0.98 --------Bottom Chords--------- G LOCK 4.Ox 6.0 Ctr-0.5 0.94 Online Plus -- Version 19.0.028 F -X 0.15 0 T 0.00 0.15 X LOCK 5.Ox 6.0-0.2 1.0 0.90 RUN DATE: 10-NOV-06 X -B 0.92 1924 T 0.18 0.74 B LOCK 2.Ox 3.0-0.2 Ctr 0.82 B -D 0.92 1924 T 0.18 0.74 D LOCK 3.Ox 3.0 Ctr 0.2 0.99 CSI -Size- ----Lumber---- D -W 0.85 2372 T 0.24 0.61 U LOCK 3.Ox 4.0 0.2 Ctr 0.98 TC 0.82 4x 2 SP-SS W -V 0.40 2599 T 0.28 0.12 T LOCK 4.Ox 4.0 0.5 0.5 1.00 BC 0.92 4x 2 SP-SS V -U 0.37 2230 T 0.11 0.26 WB 0.44 4x 2 SP-#3 U -T 0.31 1393 T 0.06 0.25 T -H 0.15 0 T 0.00 0.15 REFER TO ROBBINS ENG. GENERAL Brace truss as follows: -------------Webs------------- NOTES AND SYMBOLS SHEET FOR O.C. From To F -E 0.09 490 C ADDITIONAL SPECIFICATIONS. TC Cont. 0- 0- 0 15-11- 3 F -E 0.09 490 C BC Cont. 0- 0- 0 15-11- 3 E -X 0.44 1103 T NOTES: X -CC 0.10 270 T Trusses Manufactured by: Loading Live Dead (psf) X -A 0.32 1620 C East Coast Lumber TC 40.0 10.0 B -A 0.20 501 T Analysis Conforms To: BC 0.0 5.0 D -C 0.21 530 T FBC2004 Total 40.0 15.0 55.0 D -Y 0.18 940 C Design checked for LL on BC Spacing 24.0" Y -W 0.12 313 T per BOCA (section 1606.2.3), Lumber Duration Factor 1.00 W -Z 0.05 126 T IBC/IRC-2003 and FBC 2004 Plate Duration Factor 1.00 Z -V 0.05 276 C (section 1607.1), 20.0 psf. TC Fb=1.15 Fc=1.10 Ft=1.10 V -AA 0.10 271 T Design checked for 10 psf non - BC Fb=1.10 Fc=1.10 Ft=1.10 AA-U 0.12 599 C concurrent LL on BC. U -BB 0.25 644 T Provide 2X6 continuous Plus 2 Unbalanced Load Cases BB-T 0.20 1025 C strongbacks (on edge) every Plus 1 UBC LL Load Case(s) T -G 0.41 1046 T 10.0 Ft. Fasten to each Plus 1 BC LL Load Case(s) H -G 0.09 488 C truss w/ 3-16d nails at H -G 0.09 488 C truss member(s). Checked for NonConcurrent 200 This truss must be installed Lbs Moving Point Load applied TL Defl -0.50" in D -W L/354 as shown. It cannot be at Panel Points and Mid -panel LL Defl -0.37" in D -W L/479 installed upside-down. on BC DL Defl -0.25" at D L/700 Max comp. force 2560 Lbs Shear // Grain in C -Y 0.73 Quality Control Factor 1.00 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Plates for each ply each face. FABRICATOR NOTES: F 937 0 5-11 1- 8 PLATING CONFORMS TO TPI. 1. EAST COAST LUMBER 6 SUPPLY H 896 0 8- 0 1- 8 REPORTS: SBCCI 9761 MAURICE A. SHASHOUA, ROBBINS ENGINEERING, INC. P.E.#EB5251 6 19554 Membr CSI P Lbs Axl-CSI-Bnd USING GROSS AREA TEST. 5285 ST. LUCIE BLVD. ----------Top Chords---------- Plate - LOCK 20 Ga, Gross Area FORT PIERCE FL. 34946 E -CC 0.16 780 C 0.00 0.16 Plate - RHS 20 Ga, Gross Area 2. !!!CAUTION!!! READ "SCSI-B1 CC -A 0.81 780 C 0.00 0.81 Jt Type Plt Size X Y JSI SUMMARY SHEET" BEFORE A -C 0.82 1924 C 0.01 0.81 E LOCK 4.Ox 6.0 Ctr-0.5 0.97 HANDLING , INSTALLING 6 C -Y 0.76 1924 C 0.01 0.75 CC LOCK 1.0x 4.0 Ctr-0.5 0.90 BRACING TRUSSES. Y -Z 0.20 2560 C 0.04 0.16 A LOCK 4.Ox 4.0-0.5-0.5 0.76 3. DESIGNER: JLW Z -AA 0.15 2413 C 0.03 0.12 C LOCK 2.Ox 3.0 0.2 Ctr 0.86 AA -BB 0.19 1827 C 0.02 0.17 Y LOCK 3.Ox 3.0-0.2 Ctr 0.99 Robbins Engineering, Inc./Online PlusT" 0 1996.2006 Version 19.0.028 Engineering - Portrait 11/10/2006 10:0620 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB-42CATTF FTII 1 M150 150908 10600 0 0 ENGLE/SB42CATTF/M#18122 HO 1-6-0 HO 1-6-0 TC 1-2-4 , 1-1-4 2-0-0 9-0.... ---- _ 1-1-8_t 3- 9- 8 lx3 4x6 lx4 4x4 2x3 3x3 3x3 3x3 3x4 4x6 E CC A C Y Z AA BB G S /i 1-6-0 F H 2x3 X B D W V U T R 2x3 4x6 2x3 3x3 3x3 3x3 3x4 4x4 lx3 Common Diagonal: 1-3-0 I W:400 W:800 R: 929 R: 887 - 15-11- 0 BC 3-9-8 12-0-0 15-9-8 ALL PLATES ARE LOCK20 Scale: 0.390" = 1' Robbins Engineering, Inc./Online Plus"' BB-G 0.17 695 C 0.00 0.17 BB LOCK 3.Ox 4.0-0.2 Ctr 0.97 --------Bottom Chords--------- G LOCK 4.Ox 6.0 Ctr-0.5 0.93 Online Plus -- Version 19.0.028 F -X 0.15 0 T 0.00 0.15 X LOCK 4.Ox 6.0-0.5 0.5 1.00 RUN DATE: 10-NOV-06 X -B 0.94 1857 T 0.18 0.76 B LOCK 2.Ox 3.0-0.2 Ctr 0.87 B -D 0.94 1857 T 0.18 0.76 D LOCK 3.Ox 3.0 Ctr 0.2 0.99 CSI -Size- ----Lumber---- D -W 0.84 2311 T 0.23 0.61 U LOCK 3.Ox 4.0 0.2 Ctr 0.97 TC 0.84 4x 2 SP-SS W -V 0.39 2554 T 0.27 0.12 T LOCK 4.Ox 4.0 0.5 0.5 0.99 BC 0.94 4x 2 SP-SS V -U 0.36 2200 T 0.10 0.26 WB 0.44 4x 2 SP-#3 U -T 0.31 1378 T 0.06 0.25 T -H 0.15 0 T 0.00 0.15 REFER TO ROBBINS ENG. GENERAL Brace truss as follows: -------------Webs------------- NOTES AND SYMBOLS SHEET FOR O.C. From To F -E 0.09 487 C ADDITIONAL SPECIFICATIONS. TC Cont. 0- 0- 0 15- 9- 8 F -E 0.09 487 C BC Cont. 0- 0- 0 15- 9- 8 E -X 0.44 1097 T NOTES: X -CC 0.12 301 T Trusses Manufactured by: Loading Live Dead (psf) X -A 0.32 1621 C East Coast Lumber TC 40.0 10.0 B -A 0.21 531 T Analysis Conforms To: BC 0.0 5.0 D -C 0.21 534 T FBC2004 Total 40.0 15.0 55.0 D -Y 0.18 948 C Design checked for LL on BC Spacing 24.0" Y -W 0.12 322 T per BOCA (section 1606.2.3), Lumber Duration Factor 1.00 W -Z 0.04 122 T IBC/IRC-2003 and FBC 2004 Plate Duration Factor 1.00 Z -V 0.05 265 C (section 1607.1), 20.0 psf. TC Fb=1.15 Fc=1.10 Ft=1.10 V -AA 0.10 260 T Design checked for 10 psf non - BC Fb=1.10 Fc=1.10 Ft=1.10 AA-U 0.11 588 C concurrent LL on BC. U -BB 0.25 633 T Provide 2X6 continuous Plus 2 Unbalanced Load Cases BB-T 0.20 1014 C strongbacks (on edge) every Plus 1 UBC LL Load Case(s) T -G 0.41 1035 T 10.0 Ft. Fasten to each Plus 1 BC LL Load Case(s) H -G 0.09 484 C truss w/ 3-16d nails at H -G 0.09 484 C truss member(s). Checked for NonConcurrent 200 This truss must be installed Lbs Moving Point Load applied TL Defl -0.49" in D -W L/358 as shown. It cannot be at Panel Points and Mid -panel LL Defl -0.37" in D -W L/485 installed upside-down. on BC DL Defl -0.25" at D L/708 Max comp. force 2508 Lbs Shear // Grain in C -Y 0.73 Quality Control Factor 1.00 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Plates for each ply each face. FABRICATOR NOTES: F 930 0 4- 0 1- 8 PLATING CONFORMS TO TPI. 1. EAST COAST LUMBER 6 SUPPLY H 887 0 8- 0 1- 8 REPORTS: SBCCI 9761 MAURICE A. SHASHOUA, ROBBINS ENGINEERING, INC. P.E.#EB5251 6 19554 Membr CSI P Lbs Axl-CSI-Bnd USING GROSS AREA TEST. 5285 ST. LUCIE BLVD. ----------Top Chords---------- Plate - LOCK 20 Ga, Gross Area FORT PIERCE FL. 34946 E -CC 0.15 776 C 0.00 0.15 Plate - RHS 20 Ga, Gross Area 2. !!!CAUTION!!! READ "SCSI-B1 CC -A 0.83 776 C 0.00 0.83 Jt Type Plt Size X Y JSI SUMMARY SHEET" BEFORE A -C 0.84 1857 C 0.01 0.83 E LOCK 4.Ox 6.0 Ctr-0.5 0.96 HANDLING , INSTALLING 6 C -Y 0.76 1857 C 0.01 0.75 CC LOCK 1.0x 4.0 Ctr-0.5 0.98 BRACING TRUSSES. Y -Z 0.19 2508 C 0.04 0.15 A LOCK 4.Ox 4.0-0.5-0.5 0.78 3. DESIGNER: JLW Z -AA 0.15 2375 C 0.03 0.12 C LOCK 2.Ox 3.0 0.2 Ctr 0.87 AA -BB 0.18 1804 C 0.01 0.17 Y LOCK 3.Ox 3.0-0.2 Ctr 1.00 Robbins Engineering, Inc./Online Plus"' 0 1996-2006 Version 19.0.028 Engineering - Portrait 11/102006 10:06:21 AM Page 1 Job Mark --F- Quan Type Span P1-H1 Left OH Right OH Engineering SH42CATTF FT9 1 M150 160711 10600 0 0 ENGLE/SB42CATTF/M#18122 BO 1-6-0 BO 1-6-0 TC _. .. 9 _3 i .- ?-0-0 9-0,_ - - - -- - - - - ! 1-1-8 4- 7-11 lx3 4x6 5x6 2x3 2x3 3x3 3x3 (W)3x4 3x3 4x4 4x6 E z A C AA BE S2 CC DD GT itt 1-6-0 F H 2x3 Y B D X Sl W V U S 2x3 5x4 3x6 4x4 3x3 (W)3x6 3x3 4x4 5x4 lx3 rj Common Diagonal: 1-3-0 I i W:511 W:800 R: 973 R: 937 16- 9- 3 BC 4-7-11 12-0-0; - 16-7-11 - ALL PLATES ARE LOCK20 Scale: 0.373" = 1' Robbins Engineering, Inc./Online Plus- S2-CC 0.30 2603 C 0.07 0.23 C LOCK 2.Ox 3.0 0.2 Ctr 0.85 CC-DD 0.36 1939 C 0.04 0.32 DD LOCK 4.Ox 4.0 Ctr-0.5 0.78 Online Plus -- Version 19.0.028 DD-G 0.32 740 C 0.00 0.32 G LOCK 4.Ox 6.0 Ctr-0.5 0.99 RUN DATE: 10-NOV-06--------Bottom Chords--------- Y LOCK 5.Ox 4.0-0.5 1.0 0.95 F -Y 0.16 0 T 0.00 0.16 B LOCK 3.Ox 6.0-0.5 1.5 0.97 CSI -Size- ----Lumber---- Y -B 0.73 1655 T 0.17 0.56 D LOCK 4.Ox 4.0 0.5 0.5 0.68 TC 0.87 4x 2 SP-SS B -D 0.80 2280 T 0.24 0.56 V LOCK 4.Ox 4.0 Ctr 0.5 0.78 EX S2-G 4x 2 SP-#2 D -X 0.80 2682 T 0.26 0.54 U LOCK 5.Ox 4.0 0.2 1.0 0.98 BC 0.80 4x 2 SP-SS X -S1 0.40 2824 T 0.30 0.10 EX S1-H 4x 2 SP-#2 S1-W 0.71 2824 T 0.26 0.45 WB 0.53 4x 2 SP-#3 W -V 0.72 2381 T 0.22 0.50 REFER TO ROBBINS ENG. GENERAL V -U 0.60 1469 T 0.13 0.47 NOTES AND SYMBOLS SHEET FOR Brace truss as follows: U -H 0.28 0 T 0.00 0.28 ADDITIONAL SPECIFICATIONS. O.C. From To ------------- Webs ------------- TC Cont. 0- 0- 0 16- 7-11 F -E 0.09 509 C NOTES: BC Cont. 0- 0- 0 16- 7-11 F -E 0.09 509 C Trusses Manufactured by: E -Y 0.45 1126 T East Coast Lumber Loading Live Dead (psf) Y -Z 0.25 1270 C Analysis Conforms To: TC 40.0 10.0 Z -B 0.53 1329 T FBC2004 BC 0.0 5.0 B -A 0.15 772 C Design checked for LL on BC Total 40.0 15.0 55.0 D -C 0.20 519 T per BOCA (section 1606.2.3), Spacing 24.0" D -AA 0.17 870 C IBC/IRC-2003 and FBC 2004 Lumber Duration Factor 1.00 AA-X 0.10 261 T (section 1607.1), 20.0 psf. Plate Duration Factor 1.00 X -BB 0.05 145 T Design checked for 10 psf non- TC Fb=1.15 Fc=1.10 Ft=1.10 BB-W 0.06 328 C concurrent LL on BC. BC Fb=1.10 Fc=1.10 Ft=1.10 W -CC 0.13 329 T Provide 2X6 continuous CC-V 0.13 656 C strongbacks (on edge) every Plus 2 Unbalanced Load Cases V -DD 0.28 699 T 10.0 Ft. Fasten to each Plus 1 UBC LL Load Case(s) DD-U 0.21 1081 C truss w/ 3-16d nails at Plus 1 BC LL Load Case(s) U -G 0.44 1103 T truss member(s). H -G 0.10 511 C This truss must be installed Checked for NonConcurrent 200 H -G 0.10 511 C as shown. It cannot be Lbs Moving Point Load applied installed upside-down. at Panel Points and Mid -panel TL Defl -0.49" in D -X L/378 Max comp. force 2819 Lbs on BC LL Defl -0.36" in D -X L/511 Quality Control Factor 1.00 DL Defl -0.25" at D L/745 Jt React Uplft Size Req'd Shear // Grain in C -AA 0.71 FABRICATOR NOTES: Lbs Lbs In-Sx In-Sx 1. EAST COAST LUMBER 6 SUPPLY F 973 0 5-11 1- 8 Plates for each ply each face. MAURICE A. SHASHOUA, H 937 0 8- 0 1- 8 PLATING CONFORMS TO TPI. P.E.#EB5251 6 19554 REPORTS: SBCCI 9761 5285 ST. LUCIE BLVD. Membr CSI P Lbs Axl-CSI-Bnd ROBBINS ENGINEERING, INC. FORT PIERCE FL. 34946 ----------Top Chords---------- USING GROSS AREA TEST. 2. !!!CAUTION!!! READ "SCSI-B1 E -Z 0.18 796 C 0.00 0.18 Plate - LOCK 20 Gal, Gross Area SUMMARY SHEET" BEFORE Z -A 0.87 2280 C 0.02 0.85 Plate - RHS 20 Ga, Gross Area HANDLING , INSTALLING S A -C 0.87 2280 C 0.02 0.85 Jt Type Plt Size X Y JSI BRACING TRUSSES. C -AA 0.75 2280 C 0.02 0.73 E LOCK 4.Ox 6.0 Ctr-0.5 0.97 3. DESIGNER: JLW AA -BB 0.20 2819 C 0.05 0.15 Z LOCK 5.Ox 6.0 Ctr-1.5 0.97 BB-S2 0.16 2603 C 0.04 0.12 A LOCK 2.Ox 3.0-0.2 Ctr 0.61 Robbins Engineering. Inc./Online Plus- 0 1996.2006 Version 19.0.028 Engineering - Portrait 11/102006 10:06:20 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTF FT6 4 M150 200708 10600 0 0 ENGLE/SB42CATTF/M#18122 HO 1-6-0 0 0 HO 1-6-0 TC 0 0 '' 2-0-0 9-0 1-1-8 8- 7- 8 lx3 5x6 5x4 4x4 3x3 2x3 3x3 (W)3x4 3x3 3x4 Sx4 5x6 E EE FF A C GG S2 HH II JJ G V 1-6-0 !11 F H 2x3 DD CC BB B D AA z 2x3 y X W 5x6 4x4 4x4 2x3 3x3 3x4 4x4 5x6 lx3 Ell3x3 (W)20G-RHS-3x10 Common Diagonal: 1-3-0 W:600 W:800 R:1180 R:1167 20- 9- 0 BC' 8-7-8 12-0-0 20-7-8 - - .. .. _ .. _ EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.303" = 1' Robbins Engineering, Inc./Online Plus- JJ-G 0.32 949 C 0.00 0.32 FF LOCK 4.Ox 4.0 Ctr-0.5 0.86 --------Bottom Chords--------- C LOCK 2.Ox 3.0 0.2 Ctr 0.61 Online Plus -- Version 19.0.028 F -DD 0.14 0 T 0.00 0.14 II LOCK 3.Ox 4.0-0.2 Ctr 0.99 RUN DATE: 10-NOV-06 DD-CC 0.33 1999 T 0.08 0.25 JJ LOCK 5.Ox 4.0-0.2-1.0 0.94 CC -BB 0.41 3301 T 0.35 0.06 G LOCK 5.Ox 6.0 Ctr-1.0 0.98 CSI -Size- ----Lumber---- BB-B 0.90 4268 T 0.35 0.55 DD LOCK 5.0x 6.0-0.2 1.0 0.98 TC 0.92 4x 2 SP-112 B -D 0.90 4268 T 0.35 0.55 CC LOCK 4.Ox 4.0-0.5 0.5 0.93 BC 0.90 4x 2 SP-SS D -S1 0.81 4380 T 0.38 0.43 BB LOCK 4.Ox 4.0 Ctr 0.5 0.86 EX S1-H 4x 2 SP-#1 S1-AA 0.91 4380 T 0.72 0.19 B LOCK 2.Ox 3.0-0.2 Ctr 0.69 WB 0.59 4x 2 SP-#3 AA-Z 0.73 4074 T 0.67 0.06 Z LOCK 3.Ox 4.0 0.2 Ctr 0.99 Z -Y 0.62 3218 T 0.21 0.41 Y LOCK 4.Ox 4.0 0.5 0.5 0.95 Brace truss as follows: Y -X 0.51 1886 T 0.12 0.39 X LOCK 5.Ox 6.0 Ctr 1.0 0.98 O.C. From To X -H 0.23 0 T 0.00 0.23 TC Cont. 0- 0- 0 20- 7- 8 ------------- Webs ------------- BC Cont. 0- 0- 0 20- 7- 8 F -E 0.12 644 C REFER TO ROBBINS ENG. GENERAL F -E 0.12 644 C NOTES AND SYMBOLS SHEET FOR Loading Live Dead (psf) E -DD 0.59 1492 T ADDITIONAL SPECIFICATIONS. TC 40.0 10.0 DD-EE 0.28 1403 C BC 0.0 5.0 EE-CC 0.39 992 T NOTES: Total 40.0 15.0 55.0 CC-FF 0.19 942 C Trusses Manufactured by: Spacing 24.0" FF-BB 0.30 766 T East Coast Lumber Lumber Duration Factor 1.00 BB -A 0.19 969 C Analysis Conforms To: Plate Duration Factor 1.00 B -A 0.16 421 T FBC2004 TC Fb=1.15 Fc=1.10 Ft=1.10 D -C 0.09 240 T Design checked for LL on BC BC Fb=1.10 Fc=1.10 Ft=1.10 D -GG 0.13 492 C per BOCA (section 1606.2.3), GG-AA 0.07 351 C IBC/IRC-2003 and FBC 2004 Plus 2 Unbalanced Load Cases AA-HH 0.13 348 T (section 1607.1), 20.0 psf. Plus 1 UBC LL Load Case(s) HH-Z 0.12 627 C Design checked for 10 psf non - Plus 1 BC LL Load Case(s) Z -II 0.25 645 T concurrent LL on BC. II-Y 0.19 970 C Provide 2X6 continuous Checked for NonConcurrent 200 Y -JJ 0.40 1009 T strongbacks (on edge) every Lbs Moving Point Load applied JJ-X 0.28 1391 C 10.0 Ft. Fasten to each at Panel Points and Mid -panel X -G 0.56 1413 T truss w/ 3-16d nails at on BC H -G 0.12 638 C truss member(s). H -G 0.12 638 C This truss must be installed Jt React Uplft Size Req'd as shown, it cannot be Lbs Lbs in-Sx in-Sx TL Defl -0.59" in D -S1 L/396 installed upside-down. F 1181 0 6- 0 1- 8 LL Defl -0.43" in D -S1 L/539 Max comp. force 4268 Lbs * 1168 0 8- 0 1- 8 DL Defl -0.32" at Sl L/733 Quality Control Factor 1.00 Shear // Grain in C -GG 0.46 Membr CSI P Lbs Axl-CSI-Bnd FABRICATOR NOTES: ----------Top Chords---------- Plates for each ply each face. 1. EAST COAST LUMBER 6 SUPPLY E -EE 0.38 1055 C 0.01 0.37 PLATING CONFORMS TO TPI. MAURICE A. SHASHOUA, EE-FF 0.44 2666 C 0.07 0.37 REPORTS: SBCCI 9761 P.E.#EB5251 6 19554 FF-A 0.88 3776 C 0.07 0.81 ROBBINS ENGINEERING, INC. 5285 ST. LUCIE BLVD. A -C 0.92 4268 C 0.11 0.81 USING GROSS AREA TEST. FORT PIERCE FL. 34946 C -GG 0.90 4268 C 0.11 0.79 Plate - LOCK 20 Ga, Gross Area 2. !!!CAUTION!!! READ "SCSI-B1 GG-S2 0.55 4264 C 0.30 0.25 Plate - RHS 20 Ga, Gross Area SUMMARY SHEET" BEFORE S2-HH 0.51 4264 C 0.30 0.21 Jt Type Plt Size X Y JSI HANDLING , INSTALLING 6 HH-II 0.42 3652 C 0.21 0.21 E LOCK 5.Ox 6.0 0.2-1.0 0.98 BRACING TRUSSES. II-JJ 0.38 2565 C 0.06 0.32 EE LOCK 5.0x 4.0 0.2-1.0 0.93 3. DESIGNER: JLW Robbins Engineering, Inc./Online Plus- 0 1996.2006 Version 19.0.028 Engineering -Portrait 11/10R006 10:06:18 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB•42CATTF FTS 1 M100 200508 10600 0 0 ENGLE/SB42CATTF/M#18122 1-6-0 HO 1-6-0 HO 1-6-0 TC 20-5-8 (W)3x4 2x3 lx3 S2 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 JJ A C V W X Y z AA Be CC DD EE FF GG HH II E B 2x3 D U T S R Q P O N M L K J I H G 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 lx3 7 Common Diagonal: 1-2-8 Sl (W) 3x4 P0- 7- 0 BC 20-5-8 20-5-8 ALL PLATES ARE LOCK20 Scale: 0.305" = 1' Robbins Engineering, Inc./Online Plus- CC-DD 0.07 15 C 0.00 0.07 DD-EE 0.07 17 C 0.00 0.07 Online Plus -- Version 19.0.028 EE-FF 0.07 19 C 0.00 0.07 RUN DATE: 10-NOV-06 FF-GG 0.07 20 C 0.00 0.07 GG-HH 0.08 22 C 0.00 0.08 CSI -Size- ----Lumber---- HH-II 0.08 24 C 0.00 0.08 TC 0.09 4x 2 SP-#2 II-JJ 0.09 35 C 0.00 0.09 BC 0.23 4x 2 SP-#2 JJ-E 0.00 0 T WB 0.15 4x 2 SP-#3 --------Bottom Chords --------- B -U 0.18 0 T 0.00 0.18 Brace truss as follows: U -T 0.21 0 T 0.00 0.21 O.C. From To T -S 0.21 0 T 0.00 0.21 TC Cont. 0- 0- 0 20- 5- 8 S -R 0.21 0 T 0.00 0.21 BC Cont. 0- 0- 0 20- 5- 8 R -Q 0.21 0 T 0.00 0.21 Q -P 0.21 0 T 0.00 0.21 Loading Live Dead (psf) P -0 0.20 0 T 0.00 0.20 TC 40.0 10.0 0 -S1 0.10 0 T 0.00 0.10 BC 0.0 5.0 S1-N 0.10 0 T 0.00 0.10 Total 40.0 15.0 55.0 N -M 0.20 0 T 0.00 0.20 Spacing 24.0" M -L 0.21 0 T 0.00 0.21 Lumber Duration Factor 1.00 L -K 0.21 0 T 0.00 0.21 Plate Duration Factor 1.00 K -J 0.21 0 T 0.00 0.21 TC Fb=1.15 Fc=1.10 Ft=1.10 J -I 0.21 0 T 0.00 0.21 BC Fb=1.10 Fc=1.10 Ft=1.10 I -H 0.21 0 T 0.00 0.21 H -G 0.23 2 T 0.00 0.23 Plus 1 UBC LL Load Case(s) G -F 0.10 11 C 0.00 0.10 ------------- Webs ------------- Checked for NonConcurrent 200 B -A 0.09 40 C 0.00 0.09 Lbs Moving Point Load applied B -A 0.09 40 C 0.00 0.09 at Panel Points and Mid -panel U -V 0.12 131 C 0.00 0.12 on BC T -W 0.12 133 C 0.00 0.12 S -X 0.12 133 C 0.00 0.12 Jt React Uplft Size Req'd R -Y 0.12 133 C 0.00 0.12 Lbs Lbs In-Sx•In-Sx Q -Z 0.12 133 C 0.00 0.12 Cont. Brg 0- 0- 0 to 20- 5- 8 P -AA 0.12 -133 C 0.00 0.12 2250 0 Hz = 0 0 -BB 0.10 133 C 0.00 0.10 N -CC 0.10 133 C 0.00 0.10 Membr CSI P Lbs Axl-CSI-Bnd M -DD 0.12 133 C 0.00 0.12 ----------Top Chords---------- L -EE 0.12 133 C 0.00 0.12 A -V 0.07 26 C 0.00 0.07 K -FF 0.12 133 C 0.00 0.12 V -W 0.07 16 C 0.00 0.07 J -GG 0.12 133 C 0.00 0.12 W -X 0.07 16 C 0.00 0.07 I -HH 0.12 132 C 0.00 0.12 X -Y 0.07 15 C 0.00 0.07 H -II 0.15 141 C 0.00 0.15 Y -Z 0.07 14 C 0.00 0.07 G -JJ 0.15 83 T 0.02 0.13 Z -AA 0.07 13 C 0.00 0.07 F -JJ 0.04 52 C 0.00 0.04 AA-S2 0.07 12 C 0.00 0.07 F -JJ 0.05 52 C 0.00 0.05 S2-BB 0.07 12 C 0.00 0.07 BB -CC 0.07 13 C 0.00 0.07 TL Defl 0.00" in F -F L/999 Robbins Engineering, Inc./Online Plus'- 0 1996.2006 Version 19.0.028 Engineering - Portrait 1Ill WON 10:06:17 AM Page 1 LL Defl 0.00" in H -G L/999 DL Defl 0.00" at L/999 Shear // Grain in F -F 0.32 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 141 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. DESIGNER: JLW Job Mark Quan Type Span P1-HI Left OH Right OH I Engineering SB42CATTF FT13 1 M100 150508 10600 0 0 ENGLE/SB42CATTF/M#18122 HO 1-6-0 HO 1-6-0 TC 15-5-8 lx3 C 2x3 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 2x3 A R S T U v W X Y Z AA BB E 1-6-0 B 2x3 D Q P O N M L K J I H G lx4 1x4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 Z. . Common Diagonal: 1-2-8 ix3 15- 7- 0- - - BC Online Plus -- Version 19.0.028 RUN DATE: 10-NOV-06 CSI -Size- ----Lumber---- TC 0.11 4x 2 SP-#2 BC 0.24 4x 2 SP-#2 WB 0.19 4x 2 SP-#3 Brace truss as follows: O.C. From To TIC Cont. 0- 0- 0 15- 5- 8 BC Cont. 0- 0- 0 15- 5- 8 Loading Live Dead (psf) TIC 40.0 10.0 BC 0.0 5.0 Total 40.0 15.0 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 15- 5- 8 1700 0 Hz = 0 15-5-8 15-5-8 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus- BB-E 0.10 33 C 0.00 0.10 --------Bottom Chords --------- B -Q 0.18 0 T 0.00 0.18 Q -P 0.21 0 T 0.00 0.21 P -0 0.21 0 T 0.00 0.21 O -N 0.21 0 T 0.00 0.21 N -M 0.21 0 T 0.00 0.21 M -L 0.21 0 T 0.00 0.21 L -K 0.21 0 T 0.00 0.21 K -J 0.21 0 T 0.00 0.21 J -I 0.21 0 T 0.00 0.21 I -H 0.21 0 T 0.00 0.21 H -G 0.24 5 T 0.00 0.24 G -F 0.16 11 C 0.00 0.16 ------------- Webs ------------- B -A 0.09 41 C 0.00 0.09 B -A 0.09 41 C 0.00 0.09 Q -R 0.12 131 C 0.00 0.12 P -S 0.12 133 C 0.00 0.12 O -T 0.12 133 C 0.00 0.12 N -U 0.12 133 C 0.00 0.12 M -V 0.12 133 C 0.00 0.12 L -W 0.12 133 C 0.00 0.12 K -X 0.12 133 C 0.00 0.12 J -Y 0.12 133 C 0.00 0.12 I -Z 0.12 130 C 0.00 0.12 H -AA 0.19 150 C 0.00 0.19 G -BB 0.17 64 T 0.02 0.15 F -E 0.07 41 C 0.00 0.07 F -E 0.08 41 C 0.00 0.08 TL Defl 0.00" in H -G L/999 LL Defl 0.00" in H -G L/999 DL Defl 0.00" at L/999 Shear // Grain in F -F 0.32 Plates for each ply each face. Membr CSI P Lbs Axl-CSI-Bnd PLATING CONFORMS TO TPI. ----------Top Chords---------- REPORTS: SBCCI 9761 A -R 0.07 26 C 0.00 0.07 ROBBINS ENGINEERING, INC. R -S 0.07 16 C 0.00 0.07 USING GROSS AREA TEST. S -T 0.08 16 C 0.00 0.08 Plate - LOCK 20 Gar Gross Area T -U 0.08 15 C 0.00 0.08 Plate - RHS 20 Gar Gross Area U -V 0.08 15 C 0.00 0.08 Jt Type Plt Size X Y JSI V -W 0.08 17 C 0.00 0.08 R LOCK 1.Ox 4.0 Ctr-0.5 0.90 W -X 0.08 19 C 0.00 0.08 S LOCK 1.0x 4.0 Ctr-0.5 0.90 X -Y 0.08 22 C 0.00 0.08 T LOCK 1.0x 4.0 Ctr-0.5 0.90 Y -Z 0.08 25 C 0.00 0.08 U LOCK 1.0x 4.0 Ctr-0.5 0.90 Z -AA 0.09 27 C 0.00 0.09 V LOCK 1.0x 4.0 Ctr-0.5 0.90 AA -BB 0.11 43 C 0.00 0.11 W LOCK 1.0x 4.0 Ctr-0.5 0.90 t Scale: 0.398" = 1 F .x3 X LOCK 1.Ox 4.0 Ctr-0.5 0.90 Y LOCK 1.0x 4.0 Ctr-0.5 0.90 Z LOCK 1.0x 4.0 Ctr-0.5 0.90 AA LOCK 1.0x 4.0 Ctr-0.5 0.90 BB LOCK 1.0x 4.0 Ctr-0.5 0.90 Q LOCK 1.0x 4.0 Ctr 0.5 0.90 P LOCK 1.0x 4.0 Ctr 0.5 0.90 O LOCK 1.0x 4.0 Ctr 0.5 0.90 N LOCK 1.0x 4.0 Ctr 0.5 0.90 M LOCK l.Ox 4.0 Ctr 0.5 0.90 L LOCK 1.0x 4.0 Ctr 0.5 0.90 K LOCK 1.0x 4.0 Ctr 0.5 0.90 J LOCK 1.Ox 4.0 Ctr 0.5 0.90 I LOCK 1.0x 4.0 Ctr 0.5 0.90 H LOCK 1.0x 4.0 Ctr 0.5 0.90 G LOCK 1.0x 4.0 Ctr 0.5 0.90 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. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 150 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. DESIGNER: TLW Robbins Engineering. Inc./Online Plus" 0 1996-2006 Version 19.0.028 Engineering - Portrait 11/10/2006 10:06:22 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SB42CATTF FT12 4 M150 150908 10600 0 0 ENGLE/SB42CATTF/M#18122 1-6-0 HO 1-6-0 TC 1-1-8 lx3 4x6 HO 1-6-0 9-8 9-8 2-0-0 9-8 9-8 7-11- 8 3x4 3x3 3x3 3x3 3x3 3x4 4x6 ��r • r �w:.-�:v�e� r v�aa1 /1 \r II 4�� .�i�r�.r_t �sr_.��i , nr_r•vJ J P ix3 ^ 4x4 W:800 R: 908 O N G F M 3x4 3x3 lx4 lx4 3x3 Common Diagonal: 1-3-0 15-11- 0 BC 7-10-0 -- 15-9-8 ALL PLATES ARE LOCK20 L 3x3 7-11-8 R 4x4 W:511 R. 908 Scale: 0.390" = 1' Robbins Engineering, Inc./Online Plus`" T -D 0.37 783 C 0.00 0.37 P LOCK 4.Ox 4.0-0.8 0.5 0.98 --------Bottom Chords--------- 0 LOCK 3.Ox 4.0-0.2 Ctr 0.99 Online Plus -- Version 19.0.028 H -P 0.28 0 T 0.00 0.28 G LOCK 1.0x 4.0 Ctr 0.5 0.90 RUN DATE: 10-NOV-06 P -0 0.59 1420 T 0.12 0.47 F LOCK 1.0x 4.0 Ctr 0.5 0.90 0 -N 0.59 2272 T 0.21 0.38 L LOCK 3.Ox 3.0 0.5 Ctr 1.00 CSI -Size- ----Lumber---- N -G 0.87 2589 T 0.40 0.47 K LOCK 4.Ox 4.0 0.8 0.5 0.99 TC 0.46 4x 2 SP-#2 G -F 0.87 2589 T 0.40 0.47 BC 0.87 4x 2 SP-#2 F -M 0.84 2589 T 0.40 0.44 WB 0.44 4x 2 SP-#3 M -L 0.59 2301 T 0.21 0.38 REFER TO ROBBINS ENG. GENERAL L -K 0.60 1477 T 0.13 0.47 NOTES AND SYMBOLS SHEET FOR Brace truss as follows: K -E 0.31 0 T 0.00 0.31 ADDITIONAL SPECIFICATIONS. O.C. From To ------------- Webs ------------- TC Cont. 0- 0- 0 15- 9- 8 H -A 0.09 496 C NOTES: BC Cont. 0- 0- 0 15- 9- 8 H -A 0.09 496 C Trusses Manufactured by: A -P 0.42 1067 T East Coast Lumber Loading Live Dead (psf) P -Q 0.21 1043 C Analysis Conforms To: TC 40.0 10.0 Q -0 0.26 648 T FBC2004 BC 0.0 5.0 0 -R 0.12 616 C Design checked for LL on BC Total 40.0 15.0 55.0 R -N 0.16 410 T per BOCA (section 1606.2.3), Spacing 24.0" N -B 0.10 545 C IBC/IRC-2003 and FBC 2004 Lumber Duration Factor 1.00 G -B 0.09 238 T (section 1607.1), 20.0 psf. Plate Duration Factor 1.00 F -C 0.09 225 T Design checked for 10 psf non- TC Fb=1.15 Fc=1.10 Ft=1.10 C -M 0.10 520 C concurrent LL on BC. BC Fb=1.10 Fc=1.10 Ft=1.10 M -S 0.15 396 T Provide 2X6 continuous S -L 0.12 595 C strongbacks (on edge) every Plus 2 Unbalanced Load Cases L -T 0.25 626 T 10.0 Ft. Fasten to each Plus 1 UBC LL Load Case(s) T -K 0.20 1031 C truss w/ 3-16d nails at Plus 1 BC LL Load Cases) K -D 0.44 1108 T truss member(s). E -D 0.09 495 C This truss must be installed Checked for NonConcurrent 200 E -D 0.09 495 C as shown. It cannot be Lbs Moving Point Load applied installed upside-down. at Panel Points and Mid -panel TL Defl -0.19" in F -M L/938 Max comp. force 2589 Lbs on BC LL Defl -0.14" in F -M L/999 Quality Control Factor 1.00 DL Defl -0.12" at F L/999 Jt React Uplft Size Req'd Shear // Grain in E -E 0.32 FABRICATOR NOTES: Lbs Lbs In-Sx In-Sx 1. EAST COAST LUMBER 6 SUPPLY H 909 0 8- 0 1- 8 Plates for each ply each face. MAURICE A. SHASHOUA, E 908 0 5-11 1- 8 PLATING CONFORMS TO TPI. P.E.#EB5251 6 19554 REPORTS: SBCCI 9761 5285 ST. LUCIE BLVD. Membr CSI P Lbs Axl-CSI-Bnd ROBBINS ENGINEERING, INC. FORT PIERCE FL. 34946 ----------Top Chords---------- USING GROSS AREA TEST. 2. !!!CAUTION!!! READ "BCSI-B1 A -Q 0.34 717 C 0.00 0.34 Plate - LOCK 20 Gar Gross Area SUMMARY SHEET" BEFORE Q -R 0.37 1856 C 0.03 0.34 Plate - RHS 20 Gar Gross Area HANDLING , INSTALLING 6 R -B 0.44 2420 C 0.02 0.42 Jt Type Plt Size X Y JSI BRACING TRUSSES. B -C 0.46 2589 C 0.04 0.42 A LOCK 4.Ox 6.0 Ctr-0.5 0.96 3. DESIGNER: JLW C -S 0.41 2439 C 0.02 0.39 Q LOCK 3.Ox 4.0 0.2 Ctr 0.99 S -T 0.40 1899 C 0.03 0.37 D LOCK 4.Ox 6.0 Ctr-0.5 0.95 Robbins Engineering, Inc./Online Pius*" 0 1996.2006 Version 19.0.028 Engineering . Portrait 11/102006 10:06:22 AM Pagel Job Mark Quan Type Span PI-H1 Left OH Right OH I Engineering SB42CATTF FT14 1 M150 150213 10600 0 0 ENGLE/SB42CATTF/M#18122 HO 1-6-0 HO 1-6-0 TC 9-8.__9-8 _- 2-0-0 1-0-5 ix3 7-11- 8 - 4x6 3x4 3x3 3x3 lx4 3x3 3x4 4x6 1-6-0 II 1 lx3(� 4x4 3x3 3x3 lx4 3x3 Common Diagonal: 1-3-0 W:800 R: 876 -15- 4- 5 7-10-0 1 15-2-13 ALL PLATES ARE LOCK20 3x3 4x4{ W:511 R: 879 7-4-13 -- - -- - Scale: 0.404" = 1' Robbins Engineering, Inc./Online Plus- -------- Bottom Chords--------- D LOCK 3.Ox 3.0 0.5 Ctr 0.98 F -X 0.28 0 T 0.00 0.28 U LOCK 3.Ox 3.0 0.2 Ctr 1.00 Online Plus -- Version 19.0.028 X -W 0.59 1361 T 0.12 0.47 T LOCK 4.Ox 4.0 0.8 0.5 0.95 RUN DATE: 10-NOV-06 W -V 0.58 2159 T 0.20 0.38 V -B 0.74 2407 T 0.38 0.36 CSI -Size- ----Lumber---- B -D 0.76 2407 T 0.38 0.38 REFER TO ROBBINS ENG. GENERAL TC 0.55 4x 2 SP-#2 D -U 0.68 2193 T 0.30 0.38 NOTES AND SYMBOLS SHEET FOR BC 0.76 4x 2 SP-#2 U -T 0.59 1421 T 0.12 0.47 ADDITIONAL SPECIFICATIONS. WB 0.42 4x 2 SP-#3 T -H 0.31 0 T 0.00 0.31 -------------Webs------------- NOTES: Brace truss as follows: F -E 0.09 478 C Trusses Manufactured by: O.C. From To F -E 0.09 478 C East Coast Lumber TC Cont. 0- 0- 0 15- 2-13 E -X 0.41 1024 T Analysis Conforms To: BC Cont. 0- 0- 0 15- 2-13 X -Y 0.20 999 C FBC2004 Y -W 0.24 606 T Design checked for LL on BC Loading Live Dead (psf) W -Z 0.11 576 C per BOCA (section 1606.2.3), TC 40.0 10.0 Z -V 0.14 373 T IBC/IRC-2003 and FBC 2004 BC 0.0 5.0 V -A 0.09 475 C (section 1607.1), 20.0 psf. Total 40.0 15.0 55.0 B -A 0.07 189 T Design checked for 10 psf non - Spacing 24.0" D -C 0.05 277 C concurrent LL on BC. Lumber Duration Factor 1.00 D -AA 0.22 559 T Provide 2X6 continuous Plate Duration Factor 1.00 AA-U 0.11 566 C strongbacks (on edge) every TC Fb=1.15 Fc=1.10 Ft=1.10 U -BB 0.23 580 T 10.0 Ft. Fasten to each BC Fb=1.10 Fc=1.10 Ft=1.10 BB-T 0.19 989 C truss w/ 3-16d nails at T -G 0.42 1069 T truss member(s). Plus 2 Unbalanced Load Cases H -G 0.09 480 C This truss must be installed Plus 1 UBC LL Load Case(s) H -G 0.09 480 C as shown. It cannot be Plus 1 BC LL Load Case(s) installed upside-down. TL Defl -0.18" in V -B L/925 Max comp. force 2407 Lbs Checked for NonConcurrent 200 LL Defl -0.14" in V -B L/999 Quality Control Factor 1.00 Lbs Moving Point Load applied DL Defl -0.12" at B L/999 at Panel Points and Mid -panel Shear // Grain in H -H 0.32 FABRICATOR NOTES: on BC 1. EAST COAST LUMBER & SUPPLY Plates for each ply each face. MAURICE A. SHASHOUA, Jt React Uplft Size Req'd PLATING CONFORMS TO TPI. P.E.#EB5251 & 19554 Lbs Lbs In-Sx In-Sx REPORTS: SBCCI 9761 5285 ST. LUCIE BLVD. F 877 0 8- 0 1- 8 ROBBINS ENGINEERING, INC. FORT PIERCE FL. 34946 H 879 0 5-11 1- 8 USING GROSS AREA TEST. 2. !!!CAUTION!!! READ "SCSI-B1 Plate - LOCK 20 Ga, Gross Area SUMMARY SHEET" BEFORE Membr CSI P Lbs Axl-CSI-Bnd Plate - RHS 20 Ga, Gross Area HANDLING , INSTALLING & ----------Top Chords---------- Jt Type Plt Size X Y JSI BRACING TRUSSES. E -Y 0.34 688 C 0.00 0.34 E LOCK 4.Ox 6.0 Ctr-0.5 0.92 3. DESIGNER: JLW Y -Z 0.37 1769 C 0.03 0.34 C LOCK 1.0x 4.0 Ctr-0.5 0.90 Z -A 0.39 2282 C 0.02 0.37 AA LOCK 3.Ox 3.0-0.5 Ctr 0.98 A -C 0.55 2407 C 0.03 0.52 G LOCK 4.Ox 6.0 Ctr-0.5 0.92 C -AA 0.55 2407 C 0.03 0.52 X LOCK 4.Ox 4.0-0.5 0.5 0.98 AA -BB 0.40 1811 C 0.03 0.37 W LOCK 3.Ox 3.0-0.5 Ctr 0.97 BB-G 0.37 756 C 0.00 0.37 B LOCK 1.Ox 4.0 Ctr 0.5 0.90 Robbins Engineering, Inc./Online Plus" 0 1996-2006 Version 19.0.028 Engineering - Portrait 11/102006 10:06:23 AM Page 1 Job dark Quan Type Span P1-H1 Left OH Right OH Engineering S.942CATTF FT16 1 M150 130213 10600 0 0 ENGLE/SB42CATTF/M#18122 BO 1-6-0 HO 1-6-0 TC. 1-1-8 9-8 9-8 2-0-0.. „t_ 9-2 9-3 ix3 _ _ 7-11- 8 - - - -- - - 4x6 3x3 3x3 3x3 3x3 4x4 4x6 E R X Y A C Z G 1-6-0 F H 2x3 Q W V U B D T S 2x3 lx3"`�' 4x4 3x3 3x3 lx4 2x3 4x4 4x4 '`' Cott®on Diagonal: 1-3-0 W:800 W:511 R: 760 R: 775 13- 4- 5 - - BC 7-10-0 5-4-13- 13-2-13 ALL PLATES ARE LOCK20 Scale: 0.462" = 1' Robbins Engineering, Inc./Online Plus- --------Bottom Chords--------- S LOCK 4.Ox 4.0 0.2 0.5 0.92 F -W 0.22 0 T 0.00 0.22 Online Plus -- Version 19.0.028 W -V 0.46 1148 T 0.08 0.38 RUN DATE: 10-NOV-06 V -U 0.43 1746 T 0.13 0.30 REFER TO ROBBINS ENG. GENERAL U -B 0.73 1757 T 0.23 0.50 NOTES AND SYMBOLS SHEET FOR CSI -Size- ----Lumber---- B -D 0.83 1757 T 0.23 0.60 ADDITIONAL SPECIFICATIONS. TC 0.61 4x 2 SP-#2 D -T 0.83 1757 T 0.23 0.60 BC 0.83 4x 2 SP-#1 T -S 0.39 1208 T 0.09 0.30 NOTES: WB 0.36 4x 2 SP-#3 S -H 0.24 0 T 0.00 0.24 Trusses Manufactured by: -------------Webs------------- East Coast Lumber Brace truss as follows: F -E 0.08 415 C Analysis Conforms To: O.C. From To F -E 0.08 415 C FBC2004 TC Cont. 0- 0- 0 13- 2-13 E -W 0.34 867 T Design checked for LL on BC BC Cont. 0- 0- 0 13- 2-13 W -X 0.16 839 C per BOCA (section 1606.2.3), X -V 0.18 455 T IBC/IRC-2003 and FBC 2004 Loading Live Dead (psf) V -Y 0.08 431 C (section 1607.1), 20.0 psf. TC 40.0 10.0 Y -U 0.08 223 T Design checked for 10 psf non - BC 0.0 5.0 U -A 0.10 272 T concurrent LL on BC. Total 40.0 15.0 55.0 B -A 0.04 204 C Provide 2X6 continuous Spacing 24.0" D -C 0.14 351 T strongbacks (on edge) every Lumber Duration Factor 1.00 C -T 0.14 729 C 10.0 Ft. Fasten to each Plate Duration Factor 1.00 T -Z 0.20 512 T truss w/ 3-16d nails at TC Fb=1.15 Fc=1.10 Ft=1.10 Z -S 0.16 835 C truss member(s). BC Fb=1.10 Fc=1.10 Ft=1.10 S -G 0.36 909 T This truss must be installed H -G 0.08 423 C as shown. It cannot be Plus 2 Unbalanced Load Cases H -G 0.08 423 C installed upside-down. Plus 1 UBC LL Load Case(s) Max comp. force 1786 Lbs Plus 1 BC LL Load Case(s) TL Defl -0.18" in U -B L/794 Quality Control Factor 1.00 LL Defl -0.14" in U -B L/999 Checked for NonConcurrent 200 DL Defl -0.12" at B L/999 FABRICATOR NOTES: Lbs Moving Point Load applied Shear // Grain in U -B 0.34 1. EAST COAST LUMBER 6 SUPPLY at Panel Points and Mid -panel MAURICE A. SHASHOUA, on BC Plates for each ply each face. P.E.#EB5251 6 19554 PLATING CONFORMS TO TPI. 5285 ST. LUCIE BLVD. Jt React Uplft Size Req'd REPORTS: SBCCI 9761 FORT PIERCE FL. 34946 Lbs Lbs In-Sx In-Sx ROBBINS ENGINEERING, INC. 2. !!!CAUTION!!! READ "SCSI-B1 F 760 0 8- 0 1- 8 USING GROSS AREA TEST. SUMMARY SHEET" BEFORE H 775 0 5-11 1- 8 Plate - LOCK 20 Ga, Gross Area HANDLING , INSTALLING 6 Plate - RHS 20 Ga, Gross Area BRACING TRUSSES. Membr CSI P Lbs Axl-CSI-Bnd Jt Type Plt Size X Y JSI 3. DESIGNER: JLW ----------Top Chords---------- E LOCK 4.Ox 6.0 Ctr-0.5 0.78 E -X 0.33 582 C 0.00 0.33 Z LOCK 4.Ox 4.0 Ctr-0.5 0.60 X -Y 0.35 1454 C 0.02 0.33 G LOCK 4.Ox 6.0 Ctr-0.5 0.78 Y -A 0.34 1786 C 0.02 0.32 W LOCK 4.Ox 4.0 Ctr 0.5 0.96 A -C 0.61 1757 C 0.02 0.59 B LOCK 1.0x 4.0 Ctr 0.5 0.90 C -Z 0.60 1434 C 0.01 0.59 D LOCK 2.Ox 3.0 0.2 Ctr 0.60 Z -G 0.32 642 C 0.00 0.32 T LOCK 4.Ox 4.0 Ctr 0.5 0.60 Robbins Engineering, Inc./Online Plus" 0 1996-2006 Version 19.0.028 Engineering - Portrait 11/10R006 10:06:23 AM Page 1 M Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering S.942CATTF FG20 1 FLAT 90805 10600 0 0 ENGLE/SB42CATTF/M#18122 HO 1-6-0 HO 1-6-0 TC 9-8-5 2x4 F 7x6 7x6 A B 1-6-0 D -+ rA c 2x4 E x4 Sx8 I I W:300 W:300 11:1066 R:1066 BC' 9-8-5 l I ALL PLATES ARE LOCK20 Scale: 0.614" = 1' Online Plus -- Version 19.0.028 RUN DATE: 10-NOV-06 CSI -Size- ----Lumber---- TC 0.63 2x 6 SP-#2 BC 0.61 2x 4 SP-#2 WB 0.95 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9- 8- 5 BC Cont. 0- 0- 0 9- 8- 5 Loading Live Dead (psf) TC 40.0 10.0 BC 0.0 5.0 Total 40.0 15.0 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.00 Plate Duration Factor 1.00 plf - Live Dead From To TC V 80 20 0.0' 9.7' BC V 0 10 0.0' 9.7' TC V 0 110 0.0' 9.7' Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Robbins Engineering, Inc./Online Plus"' C 1066 0 3- 0 1- 8 Hz = 36 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.63 2324 C 0.03 0.60 F -B 0.63 2324 C 0.03 0.60 --------Bottom Chords --------- D -E 0.58 25 T 0.00 0.58 E -C 0.61 25 T 0.00 0.61 ------------- Webs ------------- D -A 0.20 1029 C WindLd A -E 0.95 2390 T E -F 0.21 1089 C E -B 0.95 2390 T C -B 0.20 1029 C WindLd TL Defl -0.09" in E -C L/999 LL Defl -0.03" in E -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -F 0.56 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 E LOCK 5.Ox 8.0 Ctr 1.0 0.99 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 D 1066 0 3- 0 1- 8 per BOCA (section 1606.2.3), Hz = -35 IBC/IRC-2003 and FBC 2004 Robbins Engineering. Inc./Online Plus- 0 1996.2006 Version 19.0.028 Engineering - Portrait 11/10/2006 10:06:12 AM Page 1 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. This truss must be installed as shown. It cannot be installed upside-down. 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 Unbalanced Loads Checked Load Factors = 1.00 and 0.00 Max comp. force 2324 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. DESIGNER: JLW Job S.942CATTF Mark FT23 Quan 1 Type Span P1-Hl M100 31107 10600 Left OH Right OH 0 0 Engineering ENGLE/SB42CATTF/M#18122 HO 1-6-0 HO 1-6-0 TC 1-870. 1-7-15 . _.. .1 lx4 3x4 (3x4 1-6-0 INS B 1D E x3 3x6 Common Diagonal: 2-5-4 W:308 HGR R: 217 R: 263 BC 3-11-7 3-11-7 ALL PLATES ARE LOCK20 Scale: 0.854"= 1 1� ono Online Plus -- Version 19.0.028 RUN DATE: 10-NOV-06 CSI -Size- ----Lumber---- TC 0.21 4x 2 SP-#2 BC 0.38 4x 2 SP-#2 WB 0.08 4x 2 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3-11- 7 BCCont. 0- 0- 0 3-11- 7 Loading Live Dead (psf) TC 40.0 10.0 BC 0.0 5.0 Total 40.0 15.0 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 1 UBC LL Load 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 B 217 0 3- 8 1- 8 D 263 0 3- 8 1- 8 Robbins Engineering, Inc./Online Plus'" A -F 0.21 178 C 0.00 0.21 F -C 0.21 178 C 0.00 0.21 --------Bottom Chords --------- B -E 0.38 0 T 0.00 0.38 E -D 0.37 0 T 0.00 0.37 ------------- Webs ------------- B -A 0.02 114 C B -A 0.02 114 C A -E 0.08 222 T E -F 0.04 227 C E -C 0.08 222 T D -C 0.02 114 C D -C 0.02 114 C TL Defl 0.01" in B -E L/999 LL Defl 0.01" in B -E L/999 DL Defl 0.00" at L/999 Shear // Grain in D -D 0.32 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 3.Ox 4.0-0.5 Ctr 0.90 F LOCK 1.0x 4.0 Ctr-0.5 0.90 C LOCK 3.Ox 4.0 0.5 Ctr 0.90 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 Robbins Engineering, Inc./Online Plus"' 0 1996-2006 Version 19.0.028 Engineering- Portrait 171102006 10:06:25 AM Page t Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 227 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER S SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-81 SUMMARY SHEET" BEFORE HANDLING INSTALLING & BRACING TRUSSES. 3. DESIGNER: JLW Job Mark Quan Type Span P1-Hl Left OH Right OH Engineering SB42CATTF FG17 1*2P FLAT 120100 10600 0 0 ENGLE/SB42CATTF/M#18122 HO 1-6-0 HO 1-6-0 TC. 127170 #6x10 #6x6 2x4 #6x10 A G H B 1-6-0MUMS �W D �� C #4x6 I� F 6x6 - #4x6 / E W:800 #7x10 HGR R:2413 R:2501 BC 12-1-0 12-1-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.490" = 1' Online Plus -- Version 19.0.028 RUN DATE: 10-NOV-06 *************** * 2-Ply Truss *************** CSI -Size- ----Lumber---- TC 0.82 2x 4 SP-#2 BC 0.77 2x 4 SP-#2 WB 0.16 2x 4 SP-#3 EX D -A 2x 6 SP-#2 EX A -F 2x 4 SP-#2 EX E -B 2x 4 SP-#2 EX C -B 2x 6 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 12- 1- 0 BC Cont. 0- 0- 0 12- 1- 0 Loading Live Dead (psf) TC 40.0 10.0 BC 0.0 5.0 Total 40.0 15.0 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.00 Plate Duration Factor 1.00 plf - Live Dead From To TC V 80 20 0.0' 12.1' BC V 0 10 0.0' 12.1' TC V 200 75 0.0' 12.1' BC V 191 72 8.0' CL-LB Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus'" Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx D 2414 0 6- 0 1- 8 C 2501 0 3- 8 1- B Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -G 0.80 5344 C 0.10 0.70 G -H 0.67 5592 C 0.10 0.57 H -B 0.82 5592 C 0.11 0.71 --------Bottom Chords --------- D -F 0.22 0 T 0.00 0.22 F -E 0.77 5344 T 0.61 0.16 E -C 0.24 0 T 0.00 0.24 ------------- Webs ------------- D -A 0.09 2367 C A -F 0.64 5598 T F -G 0.16 1647 C G -E 0.05 273 T E -H 0.15 1554 C E -B 0.67 5858 T C -B 0.09 2449 C TL Defl -0.18" in F -E L/753 LL Defl -0.13" in F -E L/999 DL Defl -0.12" at E L/999 Shear // Grain in A -G 0.68 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 6.0x10.0 0.5 Ctr 0.77 B# LOCK 6.0x10.0-0.5 Ctr 0.60 F LOCK 6.Ox 6.0-0.5 Ctr 0.95 E# LOCK 7.0x10.0 1.0 Ctr 0.71 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 2 COMPLETE TRUSSES REQUIRED. Fasten together in staggered pattern. (1/2" bolts -OR- SDS3 screws -OR- lOd nails as each layer is applied.) ----Spacing (In) ---- Rows Nails Screws Bolts TC 1 8 15 0 BC 1 12 24 0 wB 1 e s Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. This truss must be installed as shown. It cannot be installed upside-down. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Unbalanced Loads Checked Load Factors = 1.00 and 0.00 Max comp. force 5592 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING INSTALLING 6 BRACING TRUSSES. 3. SIMPSON HANGER @ JT.C. Robbins Engineering, Inc./Online Plus" 0 7996.2008 Version 19.0.028 Engineering •Portrait 11l102008 10:08:12 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTF FT18 1 M100 110800 10600 0 0 ENGLE/SB42CATTF/M#18122 HO 1-6-0 HO 1-6-0 m TC 11-6-8 0 lx3 lx3 2x3 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 2x3 A C P LJ Q R S T U v W E 1-6-0 B 9®� 2x3 D O N M L K J I H 1x3 lx4 lx4 lx4 lx4 lx4�� lx4 lx4 1-4 4x4 PA Common Diagonal: 1-2-8 11- 9- 8 BC 11-8-0 11-8-0 ALL PLATES ARE LOCK20 Scale: 0.524" = 1' Robbins Engineering, Inc./Online Plus"' W -E 0.11 36 C 0.00 0.11 N LOCK 1.0x 4.0 Ctr 0.5 0.90 --------Bottom Chords--------- M LOCK 1.0x 4.0 Ctr 0.5 0.90 Online Plus -- Version 19.0.028 B -0 0.18 0 T 0.00 0.18 L LOCK 1.0x 4.0 Ctr 0.5 0.90 RUN DATE: 10-NOV-06 0 -N 0.21 0 T 0.00 0.21 K LOCK l.Ox 4.0 Ctr 0.5 0.90 N -M 0.21 0 T 0.00 0.21 J LOCK 1.0x 4.0 Ctr 0.5 0.90 CSI -Size- ----Lumber---- M -L 0.21 0 T 0.00 0.21 I LOCK 1.Ox 4.0 Ctr 0.5 0.90 TC 0.12 4x 2 SP-#2 L -K 0.21 0 T 0.00 0.21 H LOCK 1.0x 4.0 Ctr 0.5 0.90 BC 0.24 4x 2 SP-#2 K -J 0.21 0 T 0.00 0.21 G LOCK 4.Ox 4.0 1.2 0.5 0.60 WB 0.20 4x 2 SP-#3 J -I 0.21 0 T 0.00 0.21 I -H 0.24 5 T 0.00 0.24 Brace truss as follows: H -G 0.17 10 C 0.00 0.17 REFER TO ROBBINS ENG. GENERAL O.C. From To -------------Webs------------- NOTES AND SYMBOLS SHEET FOR TC Cont. 0- 0- 0 11- 8- 0 B -A 0.09 41 C 0.00 0.09 ADDITIONAL SPECIFICATIONS. BC Cont. 0- 0- 0 11- 8- 0 B -A 0.09 41 C 0.00 0.09 0 -P 0.12 130 C 0.00 0.12 NOTES: Loading Live Dead (psf) N -Q 0.12 133 C 0.00 0.12 Trusses Manufactured by: TC 40.0 10.0 M -R 0.12 133 C 0.00 0.12 East Coast Lumber BC 0.0 5.0 L -S 0.12 133 C 0.00 0.12 Analysis Conforms To: Total 40.0 15.0 55.0 K -T 0.12 133 C 0.00 0.12 FBC2004 Spacing 24.0" J -U 0.12 129 C 0.00 0.12 Design checked for LL on BC Lumber Duration Factor 1.00 I -V 0.20 152 C 0.00 0.20 per BOCA (section 1606.2.3), Plate Duration Factor 1.00 H -W 0.17 62 T 0.02 0.15 IBC/IRC-2003 and FBC 2004 TC Fb=1.15 Fc=1.10 Ft=1.10 G -E 0.08 44 C 0.00 0.08 (section 1607.1), 20.0 psf. BC Fb=1.10 Fc=1.10 Ft=1.10 G -E 0.09 44 C 0.00 0.09 Design checked for 10 psf non - concurrent LL on BC. Plus 1 UBC LL Load Case(s) TL Defl 0.00" in I -H L/999 This truss must be installed LL Defl 0.00" in I -H L/999 as shown. It cannot be Checked for NonConcurrent 200 DL Defl 0.00" at L/999 installed upside-down. Lbs Moving Point Load applied Shear // Grain in H -G 0.24 Max comp. force 152 Lbs at Panel Points and Mid -panel Quality Control Factor 1.00 on BC Plates for each ply each face. PLATING CONFORMS TO TPI. FABRICATOR NOTES: Jt React Uplft Size Req'd REPORTS: SBCCI 9761 1. EAST COAST LUMBER & SUPPLY Lbs Lbs In-Sx In-Sx ROBBINS ENGINEERING, INC. MAURICE A. SHASHOUA, Cont. Brg 0- 0- 0 to 11- 8- 0 USING GROSS AREA TEST. P.E.#EB5251 & 19554 1270 0 Hz = 0 Plate - LOCK 20 Ga, Gross Area 5285 ST. LUCIE BLVD. Plate - RHS 20 Ga, Gross Area FORT PIERCE FL. 34946 Membr CSI P Lbs Axl-CSI-Bnd Jt Type Plt Size X Y JSI 2. !!!CAUTION!!! READ 11BCSI-B1 ----------Top Chords---------- P LOCK l.Ox 4.0 Ctr-0.5 0.90 SUMMARY SHEET" BEFORE A -P 0.07 25 C 0.00 0.07 Q LOCK 1.0x 4.0 Ctr-0.5 0.90 HANDLING , INSTALLING & P -Q 0.07 16 C 0.00 0.07 R LOCK 1.0x 4.0 Ctr-0.5 0.90 BRACING TRUSSES. Q -R 0.08 16 C 0.00 0.08 S LOCK 1.0x 4.0 Ctr-0.5 0.90 3. DESIGNER: JLW R -S 0.08 17 C 0.00 0.08 T LOCK 1.0x 4.0 Ctr-0.5 0.90 S -T 0.08 20 C 0.00 0.08 U LOCK 1.0x 4.0 Ctr-0.5 0.90 T -U 0.08 23 C 0.00 0.08 V LOCK l.Ox 4.0 Ctr-0.5 0.90 U -V 0.09 26 C 0.00 0.09 W LOCK 1.0x 4.0 Ctr-0.5 0.90 V -W 0.12 43 C 0.00 0.12 O LOCK l.Ox 4.0 Ctr 0.5 0.90 Robbins Engineering. Inc./Online Plus" 0 1996.2006 Version 19.0.028 Engineering - Portrait 11/102006 10:06:24 AM Page 1 Job Marx Quan Type Span P1-H1 Left OH Right OH Engineering SH42CATTF Fn 6 M150 110708 10600 0 0 ENGLE/SB42CATTF/M#18122 HO 1-6-0 HO 1-6-0 TC ! 8-4 ,: 2-0-0 8-4 5- 9-12 - - --- -- - 4x6 3x3 3x3 3x3 3x3 4x6 E M A C N G 1-6-0 �J6 Robbins Engineering, Inc./Online Plus'" F -L 0.27 0 T 0.00 0.27 L -K 0.54 1033 T 0.10 0.44 Online Plus -- Version 19.0.028 K -B 0.57 1410 T 0.22 0.35 RUN DATE: 10-NOV-06 B -D 0.57 1410 T 0.22 0.35 D -J 0.57 1410 T 0.22 0.35 CSI -Size- ----Lumber---- J -I 0.54 1033 T 0.10 0.44 TC 0.36 4x 2 SP-#2 I -H 0.31 0 T 0.00 0.31 BC 0.57 4x 2 SP-#2 -------------Webs------------- WB 0.31 4x 2 SP-#3 F -E 0.07 370 C F -E 0.07 370 C Brace truss as follows: E -L 0.31 780 T O.C. From To L -M 0.14 716 C TC Cont. 0- 0- 0 11- 7- 8 M -K 0.15 398 T BC Cont. 0- 0- 0 11- 7- 8 K -A 0.08 419 C B -A 0.07 192 T Loading Live Dead (psf) D -C 0.07 192 T TC 40.0 10.0 C -J 0.08 419 C BC 0.0 5.0 J -N 0.15 398 T Total 40.0 15.0 55.0 N -I 0.14 716 C Spacing 24.0" I -G 0.31 780 T Lumber Duration Factor 1.00 H -G 0.07 370 C Plate Duration Factor 1.00 H -G 0.07 370 C TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx F 679 0 3- 8 1- 8 H 679 0 4- 0 1- 8 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- E -M 0.35 552 C 0.00 0.35 TL Defl -0.08" in K -B L/999 LL Defl -0.06" in K -B L/999 DL Defl -0.12" at B L/999 Shear // Grain in H -H 0.32 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI E LOCK 4.Ox 6.0 Ctr-0.5 0.67 G LOCK 4.Ox 6.0 Ctr-0.5 0.67 L LOCK 4.Ox 4.0 Ctr 0.5 0.87 B LOCK 1.0x 4.0 Ctr 0.5 0.90 D LOCK 1.0x 4.0 Ctr 0.5 0.90 I LOCK 4.Ox 4.0 Ctr 0.5 0.87 M -A 0.36 1272 C 0.01 0.35 A -C 0.30 1410 C 0.01 0.29 C -N 0.36 1272 C 0.01 0.35 REFER TO ROBBINS ENG. GENERAL N -G 0.35 552 C 0.00 0.35 NOTES AND SYMBOLS SHEET FOR --------Bottom Chords--------- ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Pius- 0 1996.2006 Version 19.0.028 Engineering . Portrait 11/10/2006 10:06:25 AM Page 1 NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 1410 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SIMPSON HANGER @ JT.F. BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx F 679 0 3- 8 1- 8 H 679 0 4- 0 1- 8 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- E -M 0.35 552 C 0.00 0.35 TL Defl -0.08" in K -B L/999 LL Defl -0.06" in K -B L/999 DL Defl -0.12" at B L/999 Shear // Grain in H -H 0.32 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI E LOCK 4.Ox 6.0 Ctr-0.5 0.67 G LOCK 4.Ox 6.0 Ctr-0.5 0.67 L LOCK 4.Ox 4.0 Ctr 0.5 0.87 B LOCK 1.0x 4.0 Ctr 0.5 0.90 D LOCK 1.0x 4.0 Ctr 0.5 0.90 I LOCK 4.Ox 4.0 Ctr 0.5 0.87 M -A 0.36 1272 C 0.01 0.35 A -C 0.30 1410 C 0.01 0.29 C -N 0.36 1272 C 0.01 0.35 REFER TO ROBBINS ENG. GENERAL N -G 0.35 552 C 0.00 0.35 NOTES AND SYMBOLS SHEET FOR --------Bottom Chords--------- ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Pius- 0 1996.2006 Version 19.0.028 Engineering . Portrait 11/10/2006 10:06:25 AM Page 1 NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 1410 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SIMPSON HANGER @ JT.F. Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTF FG15 1*2P FLAT 130701 l0600 0 0 ENGLE/SB42CATTF/M#18122 HO 1-6-0 11 HO 1-6-0 TC ;;, 13-7-1 4x6 iL3x4 5x4 2x4 5x4 4x4 A rJ P L N B 4%-qlll4q� IN 131914 1-6-0 M-qqqqg F�Islg pop-P.-Nd- D C 2x4 K O I M -2x4 4x6 3x3 3x10 3x4 W:508 W:600 W:1000 R:2690 R:5518 R:1954 EIC 6-10-1 6-9-0 i3-7-1 _ ALL PLATES ARE LOCK20 Scale: 0.450" = 1' Online Plus -- Version 19.0.028 RUN DATE: 10-NOV-06 * 2-Ply Truss CSI -Size- ----Lumber---- TC 0.73 2x 6 SP-#2 BC 0.46 2x 4 SP-#2 WB 0.77 2x 4 SP-#3 EX D -A 2x 6 SP-#2 EX C -B 2x 6 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 13- 7- 1 BC Cont. 0- 0- 0 13- 7- 1 Loading Live Dead (psf) TC 40.0 10.0 BC 0.0 5.0 Total 40.0 15.0 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.00 Plate Duration Factor 1.00 plf - Live Dead From To TC V 80 20 0.0' 13.6' BC V 0 10 0.0' 13.6' TC V 400 150 2.7' 13.6' TC V 1818 682 1.7' CL-LB Plus 2 Unbalanced 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 Robbins Engineering, Inc./Online Plus - I 5519 0 6- 0 3- 1 C 1955 0 10- 0 1- 8 Membr CSI P Lbs Axl-CSI-Snd ----------Top Chords ---------- A -J 0.14 3051 C 0.01 0.13 J -P 0.29 2391 C 0.00 0.29 P -L 0.73 1597 T 0.13 0.60 L -N 0.73 1597 T 0.13 0.60 N -B 0.46 2219 C 0.00 0.46 --------Bottom Chords --------- * -K 0.09 0 T 0.00 0.09 K -0 0.46 3051 T 0.35 0.11 O -I 0.45 2391 T 0.24 0.21 I -M 0.43 2219 T 0.22 0.21 M -C 0.20 0 T 0.00 0.20 ------------- Webs ------------- D -A 0.09 2630 C A -K 0.77 3874 T K -J 0.23 2413 C J -O 0.09 1137 C O -P 0.06 511 T P -I 0.40 4067 C I -L 0.24 2454 C I -N 0.38 3781 C M -N 0.08 844 C M -B 0.47 2345 T C -B 0.07 1899 C TL Defl -0.04" in K -O L/999 LL Defl -0.03" in K -O L/999 DL Defl -0.12" at M L/588 Shear // Grain in L -N 0.66 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 0.5 Ctr 0.99 P LOCK S.Ox 4.0 1.0 Ctr 0.95 N LOCK S.Ox 4.0-1.0 Ctr 0.92 K LOCK 4.Ox 6.0-0.5 Ctr 0.99 I LOCK 3.0x10.0 Ctr 0.5 1.00 M LOCK 3.Ox 4.0 1.0 Ctr 0.89 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 2 COMPLETE TRUSSES REQUIRED. Fasten together in staggered pattern. (1/2" bolts -OR- SDS3 screws -OR- lOd nails as each layer is applied.) ----Spacing (In) ---- Rows Nails Screws Bolts TC 2 9 17.5 0 BC 1 12 24 0 WB 1 8 8 Plus clusters of nails where shown. Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. This truss must be installed as shown. It cannot be installed upside-down. Unbalanced Loads Checked Load Factors = 1.00 and 0.00 Max comp. force 4067 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SIMPSON HANGER @ JT.C. D 2690 0 5- 8 1- 9 Robbins Engineering, Inc./Online Plus"' 0 7896.2006 Version 19.0.028 Engineering • Portrait 11/702008 70:06:77 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SB42CATTR T22 1 DUAL 110000 6 1- 2- 0 1- 2- 0 ENGLE/SB42CATTR/M#18122 3-6-10 i HO 9-10 HO 9-10 TCj 1-2-0 5-6-0 t _. __5-670 -- I 1-2-0 J 4x6 2 x 4 tom. ' •2x4 W:308 W:308 R: 535 R: 535 U: 220 U: 220 BC' 11-0-0 11-0-0 ALL PLATES ARE LOCK20 See • For Typical Gable Plate Size and Placement Scale: 0.467" = 1' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.22 2x 4 SP-#2 BC 0.37 2x 4 SP-#2 WB 0.07 2x 4 SP-#3 SL 0.06 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 il- 0- 0 BC Cont. 0- 0- 0 il- 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 Robbins Engineering, Inc./Online Plus- E -E 0.22 292 C 0.00 0.22 E -B 0.22 441 C 0.00 0.22 B -F 0.22 441 C 0.00 0.22 F -F 0.22 292 C 0.00 0.22 --------Bottom Chords --------- E -D 0.37 391 T 0.04 0.33 D -F 0.37 391 T 0.04 0.33 ------------- Webs ------------- D -B 0.07 224 T ----------- Sliders ------------ E -E 0.06 430 C F -F 0.06 430 C TL Defl 0.02" in D -C L/999 LL Defl 0.03" in D -C L/999 DL Defl -0.12" at D L/999 Shear // Grain in E -B 0.20 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 E LOCK 3.Ox 6.0 1.5 0.3 0.89 F LOCK 3.Ox 6.0-1.5 0.3 0.89 4 Gable studs to be attached with 2.Ox4.0 plates each end. REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Lbs Lbs In-Sx In-Sx A 536 221 3- 8 1- 8 NOTES: Hz = -62 Trusses Manufactured by: C 536 221 3- 8 1- 8 East Coast Lumber Hz = 63 Analysis Conforms To: FBC2004 Membr CSI P Lbs Axl-CSI-Bnd OH Loading ----------Top Chords---------- Soffit psf 2.0 Robbins Engineering. Inc./Online Plus- 0 1996-2006 Version 19.0.028 Engineering - Portrait 11/10/2006 8:10:08 AN Page 1 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 441 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.UEB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. DESIGNER: JLW Job SR'42CATTR Mark AT22 Quan 1 Type ATI2 Span 190200 P1-H1 Left 6 1- 3- OH Right OH 0 1- 3- 0 Engineering ENGLE/SB42CATTR/M#18122 HO 7-6-2 0 0 HO 7-6-2 0 0 m 0 TC "' 9-7-0 9-7-0 r1 0 #4x6 D #3x6 F j C6 g3x6 B E I #5x6 #5x6 K J L ! 2x4 12-3-10 ! m t r ! i i o 12_ g_ p _ A G #3x6 I j Sl H #3x6 W:700 #Sx8 7x6 , #5x8 W700 11:1879 R:1879 U: 480 U: 480 BC: 19-2-0 - 19-2-0 I ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.168" = 1' Online Plus -- Version 19.0.028 RUN DATE: 10-NOV-06 CSI -Size- ----Lumber---- TC 0.38 2x 4 SP-#2 BC 0.47 2x 8 SP-SS WB 0.61 2x 4 SP-#3 ACT 0.18 2x 4 SP-#3 AWT 0.02 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 19- 2- 0 BC Cont. 0- 0- 0 19- 2- 0 WB 1 rows CLB on A -K WB 1 rows CLB on I -B WB 1 rows CLB on H -F WB 1 rows CLB on G -L 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 Load Case # 1 Attic Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 19.2' BC V 0 10 0.0' 19.2' Robbins Engineering, Inc./Online Plus - at Panel Points and Mid -panel # = Plate Monitor used on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1880 481 7- 0 2- 3 Hz = -432 G 1880 481 7- 0 2- 3 Hz = 433 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- K -C 0.35 797 C 0.00 0.35 C -D 0.38 602 C 0.00 0.38 D -E 0.38 602 C 0.00 0.38 E -L 0.35 797 C 0.00 0.35 --------Bottom Chords --------- A -1 0.44 305 T 0.00 0.44 I -S1 0.47 739 T 0.03 0.44 S1-H 0.47 739 T 0.03 0.44 H -G 0.44 305 T 0.00 0.44 ------------- webs ------------- A -K 0.51 2198 C WinciLd l Br K -I 0.61 1928 T I -C 0.09 316 C 1 Br H -E 0.09 317 C 1 Br H -L 0.61 1928 T G -L 0.51 2198 C WindLd 1 Br ------Attic Chords (Top)------ - -J 0.18 412 C 0.05 0.13 J -E 0.18 412 C 0.05 0.13 -------Attic Webs (Top)------- J -D 0.02 89 T TL Defl -0.33" in I -S1 L/649 LL Defl -0.32" in I -S1 L/6132 DL Defl -0.12" at S1 L/999 Shear // Grain in I -S1 0.66 BC V 80 0 3.2' 15.9' Plates for each ply each face. MA V 0 10 3.2' 16.0' PLATING CONFORMS TO TPI. MA V 0 10 0.3' 8.8' REPORTS: SBCCI 9761 MA V 0 10 0.3' 8.8' ROBBINS ENGINEERING, INC. BC V 220 220 4.1' CL-LB BASED ON SP LUMBER BC V 220 220 15.1' CL-LB USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plus 6 Wind Load Case(s) Jt Type Plt Size X Y JSi Plus 2 Unbalanced Load Cases K LOCK 5.0x 6.0-0.4-0.5 0.71 Plus 1 UBC LL Load Case(s) D LOCK 4.Ox 6.0-0.1-0.2 0.50 L LOCK 5.0x 6.0 0.7-0.9 0.68 Checked for NonConcurrent 200 I LOCK 5.Ox 8.0 0.8 Ctr 0.77 Lbs Moving Point Load applied H LOCK 5.Ox 8.0-0.6 Ctr 0.73 Robbins Engineering. Inc./Online Plus- 0 1996-2006 Version 19.0.028 Engineering - Ponrait 11/10/2006 8:10:09 AM Pugc 1 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Provide connection to bearing for 432 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Unbalanced Loads Checked Load Factors = 1.00 and 0.00 Max comp. force 2198 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 b 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTIOII!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HAl1DLING , INSTALLING 6 BRACING TRUSSES. 3. DESIGNER: JLW Job SR42CATTR Mark AT23 Quan 6 Type ATI2 Span 190200 P1-H1 Left OH Right OH 6 1- 3- 0 1- 3- 0 Engineering ENGLE/SB42CATTR/M#18122 BO 7-6-2 0 0 HO 7-6-2 0 0 H1 0 TC! ; 9-7-0 1 r+1 0 9'7-0 - - - '"- 4x4 D i #3x6 \ F C 6 #3x6 B E #Sx4 -- #Sx4 ' K J �RG 2x412-3-100o12- _N 8- 0A #3x6 I S1 H ^, #3x6 W:700 #6x8 07x10 #6x8 W:700 R:1439 R:1439 U: 296 U: 296 BC' 19-2-0 _. l 19-2-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.168" = 1' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.38 2x 4 SP-112 BC 0.37 2x 8 SP-SS WB 0.46 2x 4 SP-#3 ACT 0.19 2x 4 SP-#3 AWT 0.02 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 19- 2- 0 BC Cont. 0- 0- 0 19- 2- 0 WEI 1 rows CLB on A -K WB 1 rows CLB on I -B WB 1 rows CLB on H -F WB 1 rows CLB on G -L 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 Robbins Engineering, Inc./Online Plus - on BC # = Plate Monitor used Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1440 296 7- 0 1-11 Hz = -432 G 1440 296 7- 0 1-11 Hz = 433 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -C 0.36 588 C 0.00 0.36 C -D 0.38 595 C 0.00 0.38 D -E 0.38 595 C 0.00 0.30 E -L 0.36 599 C 0.00 0.36 --------Bottom Chords --------- A -I 0.35 305 T 0.00 0.35 I -S1 0.37 553 T 0.02 0.35 S1-H 0.37 553 T 0.02 0.35 H -G 0.35 305 T 0.00 0.35 ------------- Webs ------------- A -K 0.39 1654 C WindLd 1 Br K -I 0.46 1441 T I -C 0.12 411 C 1 Br H -E 0.12 411 C 1 Br H -L 0.46 1441 T G -L 0.39 1654 C WindLd 1 Br ------Attic Chords (Top)------ - -J 0.19 231 C 0.03 0.16 J -E 0.19 231 C 0.03 0.16 -------Attic Webs (Top)------- J -D 0.02 85 T TL Defl -0.32" in I -S1 L/666 Load Case # 1 Attic Loading LL Defl -0.28" in I -S1 L/765 Lumber Duration Factor 1.25 DL Defl -0.12" at S1 L/999 Plate Duration Factor 1.25 Shear // Grain in I -S1 0.38 plf - Live Dead From To TC V 40 30 0.0' 19.2' Plates for each ply each face. BC V 0 10 0.0' 19.2' PLATING CONFOP14S TO TPI. BC V 80 0 3.2' 15.9' REPORTS: SBCCI 9761 MA V 0 10 3.2' 16.0' ROBBINS ENGINEERING, INC. MA V 0 10 0.3' 8.8' BASED ON SP LUMBER MA V 0 10 0.3' 8.8' USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plus 6 Wind Load Case(s) Jt Type Plt Size X Y JSI Plus 2 Unbalanced Load Cases K# LOCK 5.Ox 4.0-0.4-0.4 0.68 Plus 1 UBC LL Load Case(s) C# LOCK 3.Ox 6.0-0.2 0.1 0.37 E# LOCK 3.Ox 6.0 0.4 Ctr 0.38 Checked for NonConcurrent 200 L# LOCK 5.Ox 4.0 0.4-0.2 0.72 Lbs Moving Point Load applied I# LOCK 6.Ox 8.0 0.4-0.6 0.5.1 at Panel Points and Mid -panel H# LOCK 6.Ox 8.0-0.4-0.6 0.54 Robbins Engineering, Inc./Online Plus- 0 1996.2006 Version 19.0.028 Engineering - Portrait 11/102006 8:10:09 AM 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 OH Loading Soffit psf 2.0 Provide connection to bearing for 432 Lhs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Unbalanced Loads Checked Load Factors = 1.00 and 0.00 Max comp. force 1654 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.EA EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING b BRACING TRUSSES. 3. DESIGNER: JLW Job SB42CATTR Mark AT24 Quan 3 Type ATI2 Span Pi-111 Left OH Right OH 190300 6 1- 3- 0 0 Engineering ENGLE/SB42CATTR/M#18122 HO 7-6-2 0 0 HO 7-5-10 on 0 TC;'' ; _ 9-7-0 97-.8-0 4x4 D � 4\ #3x6 C6 F #3x6 B E #5x4 - M J i 2x4 12-3-10 m12 2,#x4 8 0G #3x6 6a I SlH#3x6 W:700 #6x8 07x10 #6x8 W:308 R:1445 R:1338 U: 297 U: 258 BC+ 19-3-0 19-3-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR. Scale: 0.168' = 1' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.38 2x 4 SP-112 BC 0.38 2x 8 SP-SS WB 0.46 2x 4 SP-#3 ACT 0.19 2x 4 SP-#3 AWT 0.02 2x 4 SP-#3 PB --- 2x 4 SP-113 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 19- 3- 0 BC Cont. 0- 0- 0 19- 3- 0 WB 1 rows CLB on N -M WB 1 rows CLB on I -B WB 1 rows CLB on H -F WB 1 rows CLB on G -L 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 Load Case # 1 Attic Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 19.2' Robbins Engineering, Inc./Online Plus - at Panel Points and Mid -panel # = Plate Monitor used on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx N 1445 298 7- 0 1-11 Hz = -432 G 1338 259 3- 8 1- 9 Hz = 432 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- M -C 0.36 595 C 0.00 0.36 C -D 0.38 596 C 0.00 0.38 D -E 0.38 595 C 0.00 0.38 E -L 0.35 596 C 0.00 0.35 --------Bottom Chords --------- N -I 0.36 305 T 0.00 0.36 I -S1 0.38 559 T 0.02 0.36 S1-H 0.36 559 T 0.02 0.34 H -G 0.34 305 T 0.00 0.34 ------------- Webs ------------- N -M 0.39 1671 C WindLd 1 Br M -I 0.46 1458 T I -C 0.12 410 C I Br H -E 0.12 408 C 1 Br H -L 0.45 1417 T G -L 0.38 1634 C Wincl!,d 1 Br ------Attic Chords (Top)------ C -J 0.19 237 C 0.03 0.16 J -E 0.19 237 C 0.02 0.16 -------Attic Webs (Top)------- J -D 0.02 85 T TL Defl -0.32" in I -S1 L/682 LL Defl -0.28" in I -S1 L/782 DL Defl -0.12" at S1 L/999 Shear // Grain in I -S1 0.38 BC V 0 10 0.0' 19.2' Plates for each ply each face. BC V 80 0 3.2' 15.9' PLATING CONFORMS TO TPI. MA V 0 10 3.2' 16.0' REPORTS: SBCCI 9761 MA V 0 10 0.3' 8.8' ROBBINS ENGINEERING, INC. MA V 0 10 0.3' 8.8' BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plus 6 Wind Load Case(s) Plate - RHS 20 Ga, Gross Area Plus 2 Unbalanced Load Cases Jt Type Plt Size X Y JSI Plus 1 UBC LL Load Case(s) M# LOCK 5.Ox 4.0-0.5-0.5 0.68 E# LOCK 3.Ox 6.0 0.1 0.1 0.37 Checked for NonConcurrent 200 I# LOCK 6.0x 8.0 0.4-0.6 0.55 Lbs Moving Point Load applied H# LOCK 6.Ox 8.0-0.3-0.6 0.52 Robbins Engineering. Inc./Online Plus" 0 1996.2006 Version 19.0.028 Engineering - Portrait 111102006 8:10:10 AM 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 OH Loading Soffit psf 2.0 Provide connection to bearing for 433 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: 8 Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Unbalanced Loads Checked Load Factors = 1.00 and 0.00 Max comp. force 1671 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SB42CATTR H18 1 HHIP 160400 6 1- 2- 0 0 ENGLE/SB42CATTR/M#18122 1-3-7 HO 4-3 HO 1-3-7 TC I. 17-270_.I 1-10-8. .I. _. _ 14-5-8-....--- • -- -- - I- - -. 4x8 2x4 3x6 #7x6 6i B G S2 C W:400 W:400 R: 749 R: 653 U: 309 U: 274 BCj i 16-4-0 -- --` -- j 16-4-0 - --- -- --•-- t- ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.367" = t' Robbins Engineering, Inc./Online Plus" B -G 0.53 2727 C 0.10 0.43 G -S2 0.49 2727 C 0.04 0.45 Online Plus -- Version 19.0.028 S2-C 0.92 2727 C 0.12 0.80 RUN DATE: 09-NOV-06--------Bottom Chords --------- A -E 0.56 1066 T 0.15 0.41 CSI -Size- ----Lumber---- E -S1 0.64 1056 T 0.15 0.49 TC 0.92 2x 4 SP-#2 S1-F 0.82 1056 T 0.15 0.67 BC 0.82 2x 4 SP-#2 F -D 0.67 33 T 0.00 0.67 WB 0.88 2x 4 SP-#3 ------------- Webs ------------- E -B 0.09 286 T Brace truss as follows: B -F 0.53 1681 T O.C. From To F -G 0.08 530 C TC Cont. 0- 0- 0 16- 4- 0 F -C 0.88 2754 T BC Cont. 0- 0- 0 16- 4- 0 D -C 0.09 605 C WindLd 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 749 310 4- 0 1- 8 TL Defl -0.42" in S1-F L/444 LL Defl -0.21" in S1-F L/906 DL Defl -0.51" at S1 L/368 Shear // Grain in S1-F 0.40 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 7.Ox 6.0-0.4-0.2 0.97 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Hz = 21 NOTES: D 653 275 4- 0 1- 8 Trusses Manufactured by: Hz = 44 East Coast Lumber Analysis Conforms To: Membr CSI P Lbs Axl-CSI-Bnd FBC2004 ----------Top Chords---------- OH Loading A -B 0.10 1221 C 0.00 0.10 Soffit psf 2.0 Robbins Engineering, Inc./Online Plus" 0 1996.20D6 Version 19.0.028 Engineering - Portrait 11/10f2006 8:10:04 Ann Page 1 D x4 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp, force 2727 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTR H19 1 HHIP 160400 6 1- 2- 0 0 ENGLE/SB42CATTR/M#18122 2-3-7 t I HO 4-3 HO 2-3-7 TCf _ 1-2-0_ ! 3-10-8_ . _. I _ 1-2-5-8- _ __ . 4x8 2x4 3x4 B G C L W:400 R: 749 U: 307 BCC I ; 16-4-0 16-4-0 -- - ALL PLATES ARE LOCK20 D 2x4 W:400 R: 653 U�277 Scale: 0.367" = t' Robbins Engineering, Inc./Online Plus - A -B 0.12 1085 C 0.00 0.12 Soffit psf 2.0 B -G 0.50 1360 C 0.01 0.49 Design checked for LL on BC Online Plus -- Version 19.0.028 G -C 0.50 1360 C 0.01 0.49 per BOCA (section 1606.2.3), RUN DATE: 09-NOV-06 --------Bottom Chords--------- IBC/IRC-2003 and FBC 2004 A -E 0.34 973 T 0.11 0.23 (section 1607.1), 20.0 psf. CSI -Size- ----Lumber---- E -S1 0.56 970 T 0.12 0.44 Design checked for 10 psf non- TC 0.50 2x 4 SP-#2 S1-F 0.56 970 T 0.12 0.44 concurrent LL on BC. BC 0.56 2x 4 SP-#2 F -D 0.52 74 T 0.00 0.52 Wind Loads - ANSI / ASCE 7-02 WB 0.45 2x 4 SP-#3 -------------Webs------------- Truss is designed as a Main E -B 0.07 228 T Wind -Force Resistance System. Brace truss as follows: B -F 0.14 439 T Wind Speed: 120 mph O.C. From To F -G 0.08 499 C Mean Roof Height: 25-0 TC Cont. 0- 0- 0 16- 4- 0 F -C 0.45 1431 T Exposure Category:. B BC Cont. 0- 0- 0 16- 4- 0 D -C 0.10 624 C WindLd Occupancy Factor : 1.00 Building Type: Enclosed Loading Live Dead (psf) TL Defl -0.13" in E -S1 L/999 Zone location: Exterior TC 20.0 15.0 LL Defl -0.05" in Sl-F L/999 TC Dead Load 7.0 psf BC 0.0 5.0 DL Defl -0.23" at S1 L/833 BC Dead Load 3.0 psf Total 20.0 20.0 40.0 Shear // Grain in S1-F 0.42 Max comp. force 1360 Lbs Spacing 24.0" Quality Control Factor 1.00 Lumber Duration Factor 1.25 Plates for each ply each face. Plate Duration Factor 1.25 PLATING CONFORMS TO TPI. FABRICATOR NOTES: TC Fb=1.15 Fc=1.10 Ft=1.10 REPORTS: SBCCI 9761 1. EAST COAST LUMBER & SUPPLY BC Fb=1.10 Fc=1.10 Ft=1.10 ROBBINS ENGINEERING, INC. MAURICE A. SHASHOUA, BASED ON SP LUMBER P.E.#EB5251 & 19554 USING GROSS AREA TEST. 5285 ST. LUCIE BLVD. Plus 6 Wind Load Case(s) Plate - LOCK 20 Gar Gross Area FORT PIERCE FL. 34946 Plus 1 UBC LL Load Case(s) Plate - RHS 20 Ga, Gross Area 2. !!!CAUTION!!! READ "SCSI-B1 Jt Type Plt Size X Y JSI SUMMARY SHEET" BEFORE Checked for NonConcurrent 200 C LOCK 3.Ox 4.0-0.5 Ctr 1.00 HANDLING , INSTALLING & Lbs Moving Point Load applied F LOCK 3.Ox 8.0 0.5 Ctr 0.91 BRACING TRUSSES. at Panel Points and Mid -panel 3. DESIGNER: JLW on BC REFER TO ROBBINS ENG. GENERAL Jt React Uplft Size Req'd NOTES AND SYMBOLS SHEET FOR Lbs Lbs In-Sx In-Sx ADDITIONAL SPECIFICATIONS. A 749 307 4- 0 1- 8 Hz = 43 NOTES: D 653 277 4- 0 1- 8 Trusses Manufactured by: Hz = 95 East Coast Lumber Analysis Conforms To: Membr CSI P Lbs Axl-CSI-Bnd FBC2004 ----------Top Chords---------- OH Loading Robbins Engineering. Inc./Online Plus"' 0 1996-2006 Version 19.0.028 Engineering - Portrait 11/10/2006 8:10:06 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTR H2O 1 HHIP 160400 6 1- 2- 0 0 ENGLE/SB42CATTR/M#18122 HO 4-3 HO 3-3-7 TC; 172-0 ( 5-10-8_. _ 10-5-8 ------ 4x6 3x4 2x4 B F C - - k IV i 6/ 3-3-7 3x4 / A --I. E sl 3x4 •. 3x4 3x4 W:400 W:400 R: 749 R: 653 U: 303 U: 280 BC16-4-0- - -- 16-4-0 ALL PLATES ARE LOCK20 Scale: 0.367" = 1' Robbins Engineering, Inc./Online Plus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- OnlinePlus -- Version 19.0.028 A -B 0.28 965 C 0.01 0.27 RUN DATE: 09-NOV-06 B -F 0.34 861 C 0.00 0.34 F -C 0.34 48 C 0.00 0.34 CSI -Size- ----Lumber------------Bottom Chords --------- TIC 0.34 2x 4 SP-#2 A -E 0.75 861 T 0.10 0.65 BC 0.94 2x 4 SP-#2 E -S1 0.73 781 T 0.08 0.65 WB 0.46 2x 4 SP-#3 S1-D 0.94 781 T 0.08 0.86 ------------- Webs ------------- Brace truss as follows: E -B 0.06 203 T O.C. From To E -F 0.07 230 T TC Cont. 0- 0- 0 16- 4- 0 F -D 0.46 906 C BC Cont. 0- 0- 0 16- 4- 0 D -C 0.06 150 C WindLd 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 749 304 4- 0 1- 8 Hz = 64 D 653 281 4- 0 1- 8 Hz = 144 TL Defl -0.48" in S1-D L/387 LL Defl -0.32" in S1-D L/586 DL Defl -0.13" at S1 L/999 Shear // Grain in F -C 0.28 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 965 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. DESIGNER: JLW Robbins Engineering, Inc./Online Pius"' 0 1998-2006 Version 19.0.028 Engineering - Portrait 11/102006 8:10.07 AM Page 1 Job __F_ Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTR G21 1 HHIP 160400 6 0 0 ENGLE/SB42CATTR/M#18122 HO 4-3 HO 3-11-7 TC: 7-2-8 9-1_8 _ 6x8 2x4 7x8 B F C 61 3x4 G 3-11-7 3x8 � 3x8 -1=" D '= -� L 2x4 E S1 17x10 7x8 K 10x12 d20G-RHS-5x10 w:400 W:400 R:2711 R:4338 U:1007 U:1737 BC, 16-4-0 16-4-0 I EXCEPT AS SHOWN ALL PLATES ARE LOCK20, H = PLATE SELECTED IN PLATE MONITOR Scale: 0.348" = 1' Robbins Engineering, Inc./Online Plus - A 2712 1008 4- 0 3- 3 REFER TO ROBBINS ENG. GENERAL Hz = 79 NOTES AND SYMBOLS SHEET FOR Online Plus -- Version 19.0.028 D 4339 1737 4- 0 5- 2 ** ADDITIONAL SPECIFICATIONS. RUN DATE: 09-NOV-06 Hz = 172 CSI -Size- ----Lumber---- TC 0.49 2x 4 SP-#2 BC 0.54 2x 8 SP-SS WB 0.93 2x 4 SP-#3 EX K -C 2x 4 SP42 EX D -C 2x 8 SP-SS Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 16- 4- 0 BC Cont. 0- 0- 0 16- 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 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 16.3' BC V 0 10 0.0' 16.3' BC V 220 220 8.0' 16.3' BC V 923 1154 7.0' CL-LB Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -G 0.49 5544 C 0.29 0.20 G -B 0.49 5549 C 0.25 0.24 B -F 0.45 3820 C 0.16 0.29 F -C 0.36 3820 C 0.12 0.24 --------Bottom Chords --------- A -L 0.42 4957 T 0.28 0.14 L -E 0.42 4957 T 0.28 0.14 E -S1 0.54 4887 T 0.27 0.27 S1-K 0.51 4887 T 0.27 0.24 K -D 0.21 135 T 0.00 0.21 ------------- Webs ------------- L -G 0.03 186 C G -E 0.03 160 C E -B 0.93 2939 T B -K 0.65 1289 C K -F 0.07 349 C K -C 0.93 5063 T D -C 0.23 3456 C WindLd TL Defl -0.22" in E -S1 L/854 LL Defl -0.10" in E -S1 L/999 DL Defl -0.17" at S1 L/999 Shear // Grain in S1-K 0.74 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, IIIC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gal, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 3.Ox 8.0 0.5 0.3 0.95 B LOCK 6.Ox 8.0 Ctr-4.3 0.96 C LOCK 7.Ox 8.0-1.0-0.5 0.95 E LOCK 7.0x10.0 Ctr-1.4 0.93 K LOCK 10.0x12.0 0.5-1.1 0.96 NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 5549 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E A EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3. DESIGNER: JLW # = Plate Monitor used Robbins Engineering, Inc./Online Plus- 0 1996-2006 Version 19.0,028 Engineering - Ponrait 11/10/2006 8:10.07 AM Pagel Job Mark SB42CATTR H12 ENGLE/SB42CATTR/M#18122 Quan Type Span P1-H1 Left OH Right OH I Engineering 1 HHIP 240400 6 1- 2- 0 0 3-10-3 HO 4-3 0 0 N TC _7-07O HO 3-10-3 -- 17-4-0- - - - -- - 2x4 3x4 3x8 3x6 R S S2 T 4x8 5x6 B C D 3x3 W : 400 . -- - HGR R:2076 R:2077 U: 861 U: 878 BCC 24-4-0 .-. .. . 1 24-4-0 -- �_- {•� ALL PLATES ARE LOCK20 Scale: 0.256" = 1' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.65 2x 4 SP-#2 BC 0.79 2x 4 SP-#2 WB 0.95 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 24- 4- 0 BC Cont. 0- 0- 0 24- 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' 24.3' BC V 0 10 0.0' 24.3' TC V 50 38 7.0' 23.3' TC V -40 -30 23.3' 24.3' BC V 0 13 7.1' 23.3' BC V 0 -10 23.3' 24.3' BC V 280 280 7.1' CL-LB Robbins Engineering, Inc./Online Plus - Hz = 174 O LOCK 5.Ox 6.0 1.0 Ctr 0.95 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -I 0.39 3777 C 0.12 0.27 I -B 0.52 3702 C 0.10 0.42 B -R 0.65 3942 C 0.16 0.49 R -S 0.65 3942 C 0.12 0.53 S -S2 0.51 3548 C 0.10 0.41 S2-T 0.65 3548 C 0.10 0.55 T -C 0.59 2276 C 0.04 0.55 --------Bottom Chords --------- * -N 0.79 3347 T 0.61 0.18 N -E 0.78 3347 T 0.61 0.17 E -S1 0.63 3328 T 0.61 0.02 S1-Q 0.68 3328 T 0.61 0.07 Q -P 0.72 3548 T 0.38 0.34 P -S3 0.44 2276 T 0.42 0.02 S3-0 0.58 2276 T 0.24 0.34 0 -D 0.40 137 T 0.00 0.40 ------------- Webs ------------- N -I 0.05 173 T I -E 0.04 180 C E -B 0.20 652 T B -Q 0.25 791 T Q -R 0.16 730 C Q -S 0.16 512 T P -S 0.22 970 C P -T 0.53 1657 T 0 -T 0.41 1798 C 0 -C 0.95 2965 T D -C 0.47 2052 C WindLd TL Defl -0.31" in S1-Q L/923 LL Defl -0.15" in S1-Q L/999 DL Defl -0.23" at Q L/999 Shear // Grain in T -C 0.50 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 - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI Jt React Uplft Size Req'd A LOCK 3.Ox 6.0 1.4 0.7 0.85 Lbs Lbs In-Sx In-Sx A LOCK 5.0x 4.0 3.2 1.1 0.81 A 2077 862 4- 0 2- 7 T LOCK 3.Ox 6.0-0.5 Ctr 0.95 Hz = 80 C LOCK 5.0x 6.0-1.0 Ctr 0.95 D 2078 879 3- 8 2- 7 P LOCK 4.Ox 4.0 0.5 Ctr 0.95 Robbins Engineering, Inc./Online Plus"' 0 1996.2006 Version 19.0.028 Engineering - Portrait 11/100006 8.09:59 AM Pagel REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder Half Hip Framing King Jacks Jack Open Faced Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 3942 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.EA EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SIMPSON HANGER @ JT.D. Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTR H13 1 HIPP 240400 6 1- 2- 0 0 I ENGLE/SB42CATTR/M#18122 HO 4-3 0 HO 4-0-3 0 N O TC 1 '' .I 9-0-0 13-87:0 4x8 2x4 Sx4 B I c 2x4 R 6; 2x4 H 4-10-3 4x4 A EE7 L t:S F S1 G 3x4 3x4 3x8 3x8 w:400 HGR R:1069 R: 973 U: 438 U: 414 BCI 24-4-0 - •----•--•-----� 24-4-0 ..1,• i ALL PLATES ARE LOCx20 Scale: 0.256" = 1' Robbins Engineering, Inc./Online Plus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- OnlinePlus -- Version 19.0.028 A -H 0.31 1675 C 0.01 0.30 RUN DATE: 09-NOV-06 H -B 0.26 1360 C 0.01 0.25 B -I 0.56 1224 C 0.01 0.55 CSI -Size- ----Lumber---- I -C 0.56 1224 C 0.01 0.55 TC 0.56 2x 4 SP-42 C -K 0.17 96 T 0.00 0.17 BC 0.76 2x 4 SP-##2--------Bottom Chords --------- WB 0.43 2x 4 SP-#p3 A -F 0.76 1499 T 0.15 0.61 F -S1 0.47 1217 T 0.13 0.34 Brace truss as follows: S1-G 0.59 1217 T 0.13 0.46 O.C. From To G -L 0.71 288 T 0.02 0.69 TC Cont. 0- 0- 0 24- 4- 0 ------------- Webs ------------- BC Cont. 0- 0- 0 24- 4- 0 H -F 0.12 311 C F -B 0.10 328 T 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) B -G 0.11 126 C G -I 0.16 518 C G -C 0.43 1110 T C -L 0.29 859 C L -K 0.10 127 C WindLd 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 1069 438 4- 0 1- 8 Hz = -90 L 973 415 3- 8 1- 8 Hz = 198 TL Defl -0.25" in G -L L/999 LL Defl -0.16" in G -L L/999 DL Defl -0.12" at F L/999 Shear // Grain in B -I 0.35 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 4.0 Ctr 0.1 0.83 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OR Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1675 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER S SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3. SIMPSON HANGER @ JT.L. Robbins Engineering, Inc./Online Plus"' 0 1996-2006 Version 19.0.028 Engineering - Ponrait 11/102006 8:09:59 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTR H14 1 HIPP 240400 6 1- 2- 0 0 ENGLE/SB42CATTR/M#18122 Ho 4-3 0 Ho 4-0-3 0 N O TC11-0-0 _ 9-8-0 4x6 3x4 4x6 B H c 3x4 6f J 2x4 G 5-10-3 "I 4x4 t A I.. K ,•1 F sl E 2x4 i� 3x6 3x6 3x8 W:400 HGR R:1110 R:1048 U: 438 U: 414 ac 24-4-0 _ - --- 24-4-0 -E?-t ALL PLATES ARE LOCR20 Scale: 0.256" = t' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.38 2x 4 SP-#2 BC 0.85 2x 4 SP-#2 WB 0.48 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 24- 4- 0 BC Cont. 0- 0- 0 24- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) 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 1110 438 4- 0 1- 8 Robbins Engineering, Inc./Online Plus- B -H 0.25 1168 C 0.00 0.25 H -C 0.25 632 C 0.00 0.25 C -J 0.13 699 C 0.00 0.13 --------Bottom Chords --------- A -F 0.85 1557 T 0.15 0.70 F -S1 0.55 1038 T 0.10 0.45 S1-E 0.80 1038 T 0.10 0.70 E -K 0.53 155 T 0.00 0.53 ------------- Webs ------------- G -F 0.19 426 C F -B 0.08 293 T F -H 0.07 226 T H -E 0.48 631 C E -C 0.02 88 T E -J 0.29 907 T K -J 0.27 1080 C WindLd TL Defl -0.27" in A -F L/999 LL Defl 0.21" in A -F L/999 DL Defl -0.12" at S1 L/999 Shear // Grain in G -B 0.24 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 4.0 Ctr 0.1 0.86 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Hz = -114 NOTES: K 1049 415 3- 8 1- 8 Trusses Manufactured by: Hz = 223 East Coast Lumber Analysis Conforms To: Membr CSI P Lbs Axl-CSI-Bnd FBC2004 ----------Top Chords---------- OH Loading A -G 0.38 1734 C 0.01 0.37 Soffit psf 2.0 G -B 0.33 1345 C 0.01 0.32 Design checked for LL on BC Robbins Engineering, Inc./Online Plus"' 0 1996-2006 Version 19.0.028 Engineering - Portrait 11/1012006 8:10.00 AM 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: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1734 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER b SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SIMPSON HANGER @ JT.K. Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTR H15 1 HIPP 240400 6 1- 2- 0 0 ENGLE/SB42CATTR/M#18122 HO 4-3 0 0 HO 4-0-3 N O TCI.,'•' 13-0-0 5-8-0 5-8-0_ 5x4 4x6 B C 6 3x4 2x4 K 1 6-10-3 I I 4x4 A i.. L F sl E 2x4 i i 3x4 3x6 3x8 W:400 HGR R:1127 R:1046 U: 438 U: 414 BC 24-4-0 �-•----•--�-- `- 24-4-0 - - - ---------- i ALL PLATES ARE LOCK20 Scale: 0.256' = 7' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.47 2x 4 SP-#2 BC 0.85 2x 4 SP-#2 WB 0.28 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 24- 4- 0 BC Cont. 0- 0- 0 24- 4- 0 WB 1 rows CLB on B -E Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -I 0.47 1708 C 0.01 0.46 I -B 0.47 1355 C 0.01 0.46 B -C 0.27 736 C 0.00 0.27 C -K 0.38 813 C 0.00 0.38 --------Bottom Chords --------- * -F 0.85 1537 T 0.14 0.71 F -S1 0.54 998 T 0.08 0.46 S1-E 0.64 998 T 0.09 0.55 E -L 0.46 179 T 0.00 0.46 ------------- Webs ------------- I -F 0.16 451 C F -B 0.17 541 T B -E 0.12 394 C 1 Br E -C 0.03 76 T E -K 0.28 885 T L -K 0.26 1037 C WindLd TL Defl -0.33" in A -F L/867 LL Defl 0.20" in A -F L/999 DL Defl -0.12" at F L/999 Shear // Grain in A -I 0.27 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 Site X Y JSI A LOCK 4.Ox 4.0 Ctr 0.1 0.85 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Lbs Lbs In-Sx In-Sx A 1127 438 4- 0 1- 8 NOTES: Hz = -137 Trusses Manufactured by: L 1046 415 3- 8 1- 8 East Coast Lumber Hz = 247 Analysis Conforms To: FBC2004 Robbins Engineering. Inc./Online Plus- 0 1996-2006 Version 19.0.028 Engineering - Portrait 11/10/2006 8:10:01 AM Pagel OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1708 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SIMPSON HANGER @ JT.L. Job SB42CATTR Mark H16 Quan Type 1 SP Span P1-H1 Left OH 240400 6 1- 2- 0 Right 0 OH I Engineering ENGLE/SB42CATTR/M#18122 HO 4-3 0 NO 4-0-3 0 N O Tc .r_ 15-0-0 _. _ til_9-0.,, 7-8-0--_ ! 5x4 4x4 B C i 2x4 6: L 4x4 S1 3x4 7-10-3 N 1-0-OG 1-0-OF 4x4 K 3x4 J 4x4 A G 1- 0- 0 I 1- 0- 0 F .i 5x6 3x10 #Sx6 D C H . E 2x4 5x6 Sx4 W:400 16 HGR R:1106 R:1023 U: 438 U: 414 BCI 2-4-0 ' 2-0-0 11-2-0 t 2-0-0 6-30-0 ------- 24-4-0 --- ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.246" = 1' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.78 2x 4 SP-#2 BC 0.67 2x 4 SP-#2 WB 0.56 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 24- 4- 0 BC Cont. 0- 0- 0 24- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) 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 1106 438 4- 0 1- 8 Hz = -161 D 1024 415 3- 8 1- 8 Hz = 270 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -J 0.12 1853 C 0.02 0.10 Robbins Engineering, Inc./Online Plus- L -B 0.36 1770 C 0.02 0.34 B -C 0.46 891 C 0.00 0.46 C -N 0.78 796 C 0.01 0.77 --------Bottom Chords --------- A -H 0.35 1636 T 0.27 0.08 H -G 0.63 1770 T 0.29 0.34 G -I 0.67 2857 T 0.31 0.36 I -F 0.52 895 T 0.09 0.43 F -E 0.40 865 T 0.07 0.33 E -D 0.63 202 T 0.00 0.63 ------------- Webs ------------- H -J 0.11 697 C J -G 0.41 1297 T G -K 0.23 746 T K -I 0.55 1320 C I -L 0.10 415 C I -B 0.56 1053 T B -F 0.08 135 C F -C 0.16 501 T C -E 0.55 683 C E -N 0.26 818 T D -N 0.24 985 C WindLd TL Defl -0.23" in I -F L/999 LL Defl -0.13" in I -F L/999 DL Defl -0.16" at G L/999 Hz Disp LL DL TL Jt D 0.06" 0.06" 0.12" Shear // Grain in C -N 0.33 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 4.0 Ctr 0.1 0.92 S1 LOCK 4.Ox 4.0 0.1-0.2 0.95 H LOCK 5.Ox 6.0-0.7 3.1 0.56 G LOCK 5.Ox 6.0 Ctr-1.0 0.67 F# LOCK 5.Ox 6.0 Ctr-1.0 0.53 E LOCK 5.Ox 4.0 0.2 3.1 0.99 J -K 0.23 3270 C 0.17 0.06 K -S1 0.30 1775 C 0.03 0.27 # = Plate Monitor used S1-L 0.35 1694 C 0.01 0.34 Robbins Engineering, Inc./Online Plus" 0 1996-2006 Version 19.0.028 Engineering - Ponrait 11/10/2006 8:10:01 AM 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 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load .7.0 psf BC Dead Load 3.0 psf Max comp. force 3270 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SIMPSON HANGER @ JT.D. Job SB42CATTR Mark G17 Quan 1*2P Type SP Span P1-H1 240400 6 Left OH 0 Right OH 0 Engineering ENGLE/SB42CATTR/M#18122 HO 4-3 HO 4-0-3 ..T_SL _ - 15710-0 _ m 8-670 8 m8 B T 2x4 L 3x12 6i K 4xl4 #3x6 S1 #7x10 8-1-3 M 1-0-OF P 1-0-OE 5x8 r` 4x14 J 2x4 Q ' I 4x12 ! A i F 1- 0- 0 H E 1Ox10 Sx10 (C C � 8x12 #20G-RHS-l0x14 R G D II 7x12 N #3x8 W:400 I6 #8xl6 W:400 R:6083 R:8111 U:2531 U:3383 BC) 2-4-0 1 2-0-0 1- 13-3-8I - 6-8-8 - 'I 24-4-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.236" = 1' Robbins Engineering, Inc./Online Plus - Hz -167 J LOCK 5.0x 8.0-0.9-0.4 0.95 C 8112 3384 4- 0 4-13 •• K LOCK 3.Ox12.0-1.6-0.8 G.96 Online Plus -- Version 19.0.028 Hz 272 M# LOCK 7.0 10.0 1.2-0.6 0.84 RUN DATE: 09-NOV-06 G LOCK 7.Ox12.0-0.7 5.0 0.96 "'••'•'•'•'• " Membr CSI P Lbs Axl-CSI-Bnd F LOCK 10.0x10.0 Ctr-0.5 0.97 • 2-Ply Truss ' ----------Top Chords---------- N# LOCK 8.Ox16.0 Ctr-0.1 0.71 •'•" '+'•'• " " A -I 0.15 12569 C 0.14 0.01 H LOCK 5.0x10.0 0.5 Ctr 0.85 I -Q 0.32 12843 C 0.09 0.23 E LOCK 8.0x12.0 Ctr 1.2 0.75 CSI -Size- ----Lumber---- Q -J 0.82 24555 C 0.34 0.48 C# RHS 10.0x14.0 0.2-0.6 0.32 TC 0.58 2x 6 SP-#2 J -P 0.65 17459 C 0.17 0.48 EX A -S1 2x 6 SP-SS P -Sl 0.32 17826 C 0.21 0.11 # = Plate Monitor used BC 0.90 2x 6 SP-SS S1-K 0.58 17756 C 0.32 0.26 EX A -G 2x 6 SP-112 K -B 0.51 11626 C 0.12 0.39 REFER TO ROBBINS ENG. GENERAL CW 0.54 2x 4 SP-SS B -L 0.32 7463 C 0.04 0.28 NOTES AND SYMBOLS SHEET FOR WB 0.92 2x 4 SP-#3 L -M 0.23 7218 C 0.16 0.07 ADDITIONAL SPECIFICATIONS. EX F -J 2x 6 SP-112 M -M 0.00 4 T EX N -K 2x 4 SP-112 --------Bottom Chords--------- NOTES: EX H -B 2x 4 SP-#2 A -G 0.91 11277 T 0.75 0.16 Trusses Manufactured by: EX E -M 2x 4 SP-112 G -F 0.90 17418 T 0.60 0.30 East Coast Lumber EX C -M 2x 8 SP-SS F -N 0.88 20541 T 0.71 0.17 Analysis Conforms To: N -H 0.81 10503 T 0.36 0.45 FBC2004 Brace truss as follows: H -E 0.65 5989 T 0.20 0.45 2 COMPLETE TRUSSES REQUIRED. O.C. From To D -C 0.72 854 C 0.00 0.72 Fasten together in staggered TC Cont. 0- 0- 0 24- 4- 0 ---------- Chord-Wobs---------- pattern. (1/2" bolts -OR- BC Cont. 0- 0- 0 24- 4- 0 D -E 0.54 1904 T 0.08 0.46 SDS3 screws -OR- 10d nails E -L 0.17 724 C 0.00 0.17 as each layer is applied.) Loading Live Dead (psf) -------------Webs------------- ----Spacing (In)---- TC 20.0 15.0 G -I 0.08 1143 C Rows Nails Screws Bolts BC 0.0 5.0 G -Q 0.62 7946 C TC 2 12 24 0 Total 20.0 20.0 40.0 Q -F 0.92 5770 T BC 2 12 23.5 0 Spacing 24.0" F -J 0.43 6501 T WB 1 8 8 Lumber Duration Factor 1.25 J -N 0.41 5128 C Web Connection Exception -- Plate Duration Factor 1.25 N -P 0.07 965 C Use 4" spacing for screws or TC Fb=1.00 Fc=1.00 Ft=1.00 N -K 0.71 7729 T nails on the following webs BC Fb=1.00 Fc=1.00 Ft=1.00 H -K 0.25 2865 C H- B H -B 0.74 8061 T Plus clusters of nails where Load Case # 1 BOCA Loading B -E 0.29 1816 T shown. Lumber Duration Factor 1.25 E -M 0.64 7033 T Design checked for LL on BC Plate Duration Factor 1.25 E -C 0.13 865 T par BOCA (section 1606.2.3), plf - Live Dead From To C -M 0.13 6219 C WindLd IBC/IRC-2003 and FBC 2004 TC V 40 30 0.0' 24.3' (section 1607.1), 20.0 psf. BC V 0 10 0.0' 24.3' TL Dofl -0.59" in N -H L/483 Design checked for 10 pof non - BC V 290 290 8.0' 24.3' LL Dofl -0.29" in N -H L/963 concurrent LL on BC. BC V 40 0 14.2' 16.5' DL Dofl -0.45" at N L/629 Prevent truss rotation at all BC V 1350 1350 7.0' CL-LB Hz Disp LL DL TL bearing locations. it C 0.14" 0.14" 0.29" NOTE: USER MODIFIED PLATES Shear // Grain in H -E 0.82 This design may have plates Plus 6 Wind Load Casale) selected through a plate Plus 1 UBC LL Load Case(s) Plates for each ply each face. monitor. PLATING CONFORMS TO TPI. Wind Loads - ANSI / ASCE 7-02 Chocked for NonConcurrent 200 REPORTS: SBCCI 9761 Truss is designed as a Main Lbs Moving Point Load applied ROBBINS ENGINEERING, INC. Wind -Force Resistance System. at Panel Points and Mid -panel BASED ON SP LUMBER Wind Speed: 120 mph on BC USING GROSS AREA TEST. Mean Roof Height: 25-0 Plato - LOCK 20 Ga, Gross Area Exposure Category: B it React Uplft Size Req'd Plato - RHS 20 Ga, Gross Area Occupancy Factor : 1.00 Lbs Lbs In-Sx In-Sx it Typo Plt Size X Y JSI Building Type: Enclosed A 6083 2531 4- 0 3- 9 Q LOCK 4.Ox14.0 0.9 0.4 1.00 Zone location: Exterior Robbins Engineering, Inc./Online Plus'" 0 1996-2006 Version 19.0.028 Engineering • Portrait 11/102006 8:10:02 AM Page 1 of 2 Job SB42CATTR Mark G17 Quan Type Span P1-H1 Left OH Right OH I 1*2P SP 240400 6 0 0 Engineering Coll/. ENGLE/SB42CATTR/M#18122 TC Dead Load 7.0 paf BC Dead Load 3.0 paf Max comp. force 24555 Lba Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.EAEB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. DESIGNER: JLW Robbins Engineering, Inc./Online Plus- 0 1996.2006 Version 19.0.028 Engineering - Portrait 11/10/2008 8:10.02 AM Page 2 of Job SB42CATTR Mark HI Quan Type 1 SP Span 310400 P1-H1 Left OH 6 1- 2- 0 Right 0 OH Engineering ENGLE/SB42CATTR/M#18122 HO 4-3 0 HO 2-10-3 N N O TC:. " 1 7-0-0 214-4-0 --------� 3x6 3x8 4x122x4 4x8 J K S2 L R Sx12 5x12 B C �- 6 3x6 - 3-10-3 N i-O-OE 3x10 1-0-OD 3x8 D A E 1- 0- 0 Q 3x4 __I._ ax16 5x10 (N7 �2x4 - I Sl P H F ��. HGR 3x6 5x6 3x8 7x12 2x4 R:2699 W:400 N L U:1138 R.2714 U:1130 BC; 1 20-3-0 ._ 1 - 11-1-0 -------1 31-4-0- ALL PLATES ARE LOCK20 Scale: 0.203" = 1' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.76 2x 6 SP-#2 EX A -B 2x 4 SP-#2 BC 0.91 2x 6 SP-#2 EX E -D 2x 6 SP-SS CW 0.56 2x 4 SP-SS WB 0.96 2x 4 SP-113 EX H -E 2x 4 SP-SS EX Q -C 2x 4 SP-SS EX D -C 2x 6 SP-#2 PB --- 2x 4 SP-113 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 4- 0 BC Cont. 0- 0- 0 31- 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' 31.3' BC V 0 10 0.0' 31.3' TC V 50 38 7.0' 30.3' TC V -40 -30 30.3' 31.3' BC V 0 13 7.1' 30.3' BC V 0 -10 30.3' 31.3' BC V 280 280 7.1' CL-LB Robbins Engineering, Inc./Online Plus - Hz = 141 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -N 0.48 5255 C 0.25 0.23 N -B 0.75 5186 C 0.22 0.53 8 -J 0.48 6246 C 0.15 0.33 J -K 0.43 6615 C 0.16 0.27 K -S2 0.52 8278 C 0.27 0.25 S2-L 0.47 8278 C 0.27 0.20 L -R 0.76 8311 C 0.29 0.47 R -C 0.55 5543 C 0.12 0.43 --------Bottom Chords --------- A -S 0.84 4681 T 0.62 0.22 S -i 0.84 4681 T 0.62 0.22 I -S1 0.72 4658 T 0.62 0.10 Si-P 0.67 4658 T 0.62 0.05 P -H 0.91 6246 T 0.83 0.08 H -F 0.24 512 T 0.03 0.21 E -Q 0.59 5543 T 0.38 0.21 Q -D 0.13 116 T 0.00 0.13 ---------- Chord -Webs ---------- F -E 0.56 246 T 0.00 0.56 E -L 0.09 648 C 0.00 0.09 ------------- Webs ------------- S -N 0.05 167 T N -I 0.05 193 C I -B 0.20 640 T B -P 0.64 1996 T P -J 0.22 1078 C J -H 0.14 457 T H -K 0.34 1678 C H -E 0.59 6281 T K -E 0.61 1925 T E -R 0.96 3018 T Q -R 0.37 2203 C Q -C 0.92 6044 T D -C 0.18 2656 C WindLd TL Defl -0.72" in F -E L/511 LL Defl -0.36" in F -E L/999 DL Defl -0.54" at F L/679 Shear // Grain in F -E 0.66 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 - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI Jt React Uplft Size Req'd A LOCK 3.Ox 8.0 1.4 0.7 0.92 Lbs Lbs In-Sx In-Sx A LOCK 3.Ox10.0 2.4 1.1 0.75 A 2715 1131 4- 0 3- 3 B LOCK 5.Ox12.0-0.5 Ctr 0.95 Hz = 109 R LOCK 3.Ox 8.0 0.5 Ctr 0.80 D 2699 1138 3- 8 3- 3 R LOCK 4.Ox 8.0-1.0 Ctr 0.97 Robbins Engineering. Inc./Online Plus' 0 1996.2006 Version 19.0.028 Engineering - Portrait 11/10/2006 8:09:51 AM Page 1 C LOCK 5.Ox12.0-1.0 Ctr 1.00 P LOCK 3.Ox 8.0-0.5 Ctr 0.98 H LOCK 7.Ox12.0 1.0 Ctr 1.00 E LOCK 8.Oxl6.0 Ctr 1.2 0.97 Q LOCK 5.Ox10.0 2.0 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 Girder Half Hip Framing King Jacks Jack Open Faced Setback 7- 0- 0 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-Forco Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp, force 8311 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SIMPSON RANGER @ JT.D. 4. DESIGNER: JLW Job SH42CATTR --[-- Mark H2 Quan Type 1 SP Span 310400 P1-H1 Left OH 6 1- 2- 0 Right OH 0 Engineering ENGLE/SB42CATTR/M#18122 HO 4-3 HO 3-10-3 0 0 N O Sx6 3x6 3x8 3x6 3x6 2x4 8 I sl K L C 6 2x4 4-10-3 H 1-0-0E 1-0-OD 4x6 D I A E 1- 0- 0 4x6 J 6x8 G S2 HGR 4x8 3x8 #5x8 16 R:1253 W:400 U: 533 R:1349 U: 553 BCJ 1 20-3-0 2-0-0 1 ._ g-1-0 _ . _..-- t 31-4-0 ALL PLATES ARE I.00K20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.203" = 1' Robbins Engineering, Inc./Online Plus- K -L 0.32 2290 C 0.03 0.29 L -C 0.23 58 C 0.00 0.23 Online Plus -- Version 19.0.028--------Bottom Chords--------- RUNDATE: 09-NOV-06 A -G 0.90 2028 T 0.20 0.70 G -S2 0.68 2169 T 0.22 0.46 CSI -Size- ----Lumber---- S2-F 0.93 2169 T 0.22 0.71 TC 0.57 2x 4 SP-#2 F -E 0.56 2518 T 0.25 0.31 BC 0.93 2x 4 SP-#2 E -D 0.92 1371 T 0.13 0.79 WB 0.85 2x 4 SP-#3 ------------- Webs ------------- H -G 0.18 323 C Brace truss as follows: B -G 0.16 514 T O.C. From To G -I 0.28 394 C TC Cont. 0- 0- 0 31- 4- 0 I -F 0.23 371 C BC Cont. 0- 0- 0 31- 4- 0 F -K 0.31 849 C E -K 0.13 424 T 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 1349 554 4- 0 1- 9 Hz = 129 D 1253 534 3- 8 1- 8 Hz = 200 E -L 0.38 1186 T L -D 0.85 1741 C D -C 0.08 144 C WindLd TL Defl -0.39" in E -D L/939 LL Defl -0.24" in E -D L/999 DL Defl -0.19" at S2 L/999 Hz Disp LL DL TL Jt D 0.05" 0.04" 0.09" Shear // Grain in B -I 0.34 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 0.75 B LOCK 5.Ox 6.0 0.7-3.1 0.60 F# LOCK 5.Ox 8.0-0.6 3.5 0.62 E LOCK 6.Ox 8.0 1.0-0.5 0.92 # = Plate Monitor used Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- REFER TO ROBBINS ENG. GENERAL A -H 0.35 2271 C 0.01 0.34 NOTES AND SYMBOLS SHEET FOR H -B 0.25 1924 C 0.02 0.23 ADDITIONAL SPECIFICATIONS. B -I 0.57 1872 C 0.02 0.55 I -S1 0.57 1900 C 0.02 0.55 NOTES: S1-K 0.37 1900 C 0.04 0.33 Trusses Manufactured by: Robbins Engineering, Inc./Online Plus- 0 1996-2006 Version 19.0.028 Engineering . Portrait 11/102006 8:09:52 AM Pagel East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2290 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING b BRACING TRUSSES. 3. SIMPSON HANGER @ JT.D. Job SB42CATTR Mark H3 Quan Type 1 sP Span P1-H1 310400 6 Left OH 1- 2- o Right OH 0 Engineering ENGLE/SB42CATTR/M#18122 HO 4-3 0 0 Ho 4-10-3 N O .TCL. !. 1170-0 - ._ ,- ----20-.4-0 --- 5x6 3x6 US 3x6 3x6 2x4 B I S1 K L c i 6; - 2x4 5-10-3 H 1-0-OE 1-0-OD 4x6 ' D A E 1- 0- 0 9 4x6 I 6x8 1 (.'cl G S2 F HGR 4x8 3x6 Sx6 R:1309 W:400 I6 U: 537 R:1406 U: 550 BC; - - ---• - - 20-3-0 -- - 12-0-0 31-4-0 - - --- - - r' ALL PLATES ARE LOCK20 Scale: 0.203" = 1' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.43 2x 4 SP-#2 BC 0.91 2x 4 SP-#2 WB 0.96 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 4- 0 BC Cont. 0- 0- 0 31- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) 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 1407 550 4- 0 1-11 Hz = 151 D 1310 538 3- 8 1- 9 Hz = 250 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -H 0.36 2366 C 0.01 0.35 H -B 0.28 1988 C 0.02 0.26 B -I 0.43 1698 C 0.01 0.42 Robbins Engineering, Inc./Online Plus - I -S1 0.43 1685 C 0.01 0.42 S1-K 0.43 1685 C 0.04 0.39 K -L 0.37 1894 C 0.02 0.35 L -C 0.23 76 C 0.00 0.23 --------Bottom Chords --------- A -G 0.91 2116 T 0.20 0.71 G -S2 0.64 1890 T 0.18 0.46 S2-F 0.89 1890 T 0.18 0.71 F -E 0.53 2077 T 0.34 0.19 E -D 0.90 1124 T 0.10 0.80 ------------- Webs ------------- H -G 0.18 396 C G -B 0.18 582 T G -I 0.23 281 C I -F 0.24 312 C F -K 0.28 549 C E -K 0.08 273 T E -L 0.35 1120 T L -D 0.96 1592 C D -C 0.15 144 C WindLd TL Defl -0.39" in S2-F L/948 LL Defl -0.24" in E -D L/999 DL Defl -0.16" at S2 L/999 Hz Disp LL DL TL Jt D 0.04" 0.04" 0.08" Shear // Grain in I -S1 0.31 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 0.78 B LOCK 5.Ox 6.0 0.7-3.1 0.60 F LOCK 5.Ox 6.0-0.7 3.1 0.73 E LOCK 6.Ox 8.0 1.0-0.5 0.89 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2366 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SIMPSON HANGER @ JT.D. Robbins Engineering. Inc./Online Plus- 0 1996-2006 Version 19.0.028 Engineering - Portrait 11/10/2006 8:09:53 AM Page 1 Job SR42CATTR mark H4 Quan Type 1 SP Span P1-H1 310400 6 Left OH 1- 2- 0 Right OH 0 Engineering ENGLE/SB42CATTR/M#18122 HO 4-3 0 0 HO 5-10-3 N O .T.c: 13-0-0--... -18-4-0 1 5x6 3x6 3x6 3x6 2x4 I B I sl K c 61 2x4 6-10-3 H 1-0-OE NE41 1-0-OD 4x6 D I A 0- 0 4x6 (Y3 G S2 F I HGR it 3x6 3x6 6x6 R:1410 W:400 �6 U: 541 R:1451 U: 545 BC; 20-3-0 2-0-0i - 31-4-0 ALL PLATES ARE LOCK20 Scale: 0.203" = 1' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.55 2x 4 SP-#2 BC 0.93 2x 4 SP-#2 WB 0.38 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 4- 0 BC Cont. 0- 0- 0 31- 4- 0 WB 1 rows CLB on B -F WB 1 rows CLB on K -D 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 1451 546 4- 0 1-11 Hz = 172 D 1410 542 3- 8 1-11 Hz = 299 Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -H 0.43 2420 C 0.03 0.40 H -B 0.43 2081 C 0.03 0.40 B -I 0.55 1567 C 0.01 0.54 I -S1 0.55 1616 C 0.01 0.54 S1-K 0.37 1616 C 0.01 0.36 K -C 0.36 94 C 0.00 0.36 --------Bottom Chords --------- A -G 0.88 2167 T 0.19 0.69 G -S2 0.70 1625 T 0.27 0.43 S2-F 0.91 1625 T 0.15 0.76 F -E 0.68 1752 T 0.29 0.39 E -D 0.93 976 T 0.08 0.85 ------------- Webs ------------- H -G 0.15 424 C G -B 0.18 579 T B -F 0.04 125 C 1 Br F -I 0.38 611 C I -E 0.06 216 T E -K 0.32 1007 T K -D 0.37 1543 C 1 Br D -C 0.23 125 C WindLd TL Defl -0.58" in S2-F L/640 LL Defl -0.39" in S2-F L/933 DL Defl -0.17" at S2 L/999 Hz Disp LL DL TL Jt D 0.04" 0.03" 0.08" Shear // Grain in B -I 0.34 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 0.80 B LOCK 5.Ox 6.0 0.7-3.1 0.73 F LOCK 6.Ox 6.0-1.4 3.6 0.74 E LOCK 5.Ox 6.0 Ctr-1.0 0.70 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2420 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SIMPSON HANGER @ JT.D. Robbins Engineering, Inc./Online PIUS- a 1996.2006 Version 19.0.028 Engineering - Portrait 1 111=006 8:09:53 AM Page 1 Job SB42CATTR Mark HS Quan 1 Type SP Span P1-H1 310400 6 Left OH 1- 2- 0 Right OH 0 Engineering ENGLE/SB42CATTR/M#18122 HO 4-3 HO 6-10-3 0 0 N O 16-4-0. ----- - Sx6 3x6 3x6 3x6 2x4 B I S2 R C 3x6 2x4 Sl 7-10-3 H 1-0-0E 1-0-OD 4x6- 1 .1 p A E 1- 0- 0 4x6 5x6 G S3 F I HGR ;i 3x6 3x6 6x6 R:1463 W:400 16 U: 546 R:1467 U: 540 BC ( 20-3-0 1 2-0-0 1 g-i-0 - ---- I 31-4-0 - ---� ALL PLATES ARE L40CR20 Scale: 0.203" = I' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.64 2x 4 SP-#2 BC 0.92 2x 4 SP-#2 WB 0.41 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 4- 0 BC Cont. 0- 0- 0 31- 4- 0 WB 1 rows CLB on B -F WB 1 rows CLB on K -D 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 1467 541 4- 0 1-12 Hz = 193 D 1463 547 3- 8 1-12 Hz = 349 Robbins Engineering, Inc./Online Plus'" Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -H 0.64 2410 C 0.03 0.61 H -S1 0.64 2229 C 0.03 0.61 S1-B 0.57 2117 C 0.09 0.48 B -I 0.37 1397 C 0.01 0.36 I -S2 0.37 1410 C 0.01 0.36 S2-K 0.42 1410 C 0.01 0.41 K -C 0.41 112 C 0.00 0.41 --------Bottom Chords --------- * -G 0.89 2162 T 0.18 0.71 G -S3 0.72 1469 T 0.24 0.48 S3-F 0.89 1469 T 0.13 0.76 F -E 0.68 1560 T 0.26 0.42 E -D 0.92 858 T 0.07 0.85 ------------- Webs ------------- H -G 0.16 488 C G -B 0.37 781 T B -F 0.04 135 C 1 Br F -I 0.36 441 C I -E 0.05 168 T E -K 0.31 969 T K -D 0.41 1507 C 1 Br D -C 0.33 118 C WindLd TL Defl -0.58" in S3-F L/639 LL Defl -0.41" in S3-F L/904 DL Defl -0.16" at S3 L/999 Hz Disp LL DL TL Jt D 0.04" 0.03" 0.07" Shear // Grain in H -S1 0.32 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 0.80 B LOCK 5.Ox 6.0 0.7-3.1 0.75 F LOCK 6.Ox 6.0-1.4 3.6 0.69 E LOCK 5.Ox 6.0 Ctr-1.0 0.73 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Provide connection to bearing for 348 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2410 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SIMPSON HANGER @ JT.D. Robbins Engineering. Inc./Online Plus- 0 1996.2006 Version 19.0.028 Engineering . Portrait 11/10/2006 8:09:54 AM Page 1 Job SB42CATTR 14ark T11A Quan 1 Type SP Span 310400 P1-H1 6 Left OH 1- 2- 0 Right OH 0 Engineering ENGLE/SB42CATTR/M#18122 Ho 4-3 0 0 Ho 6-7-7 N O TC "' 14-6-8 16-9-8 • W 3x3 t Sx6 03.3 3x6 3x6 3x6 2x4 B M 6_12 1 S2 K C L IJ 61 -- 3x6 t S1 2x4 8-2-3 H 3x3 1-0-OE 1-0-OD i 4x6 D A 4x6 E 1- 0- 0 n �J 5x6 Cr. G S3 F HGR i{ 3x6 3x6 ' 6x6 R:1452 W:400 r r j t 6 U: 545 R:1463 U: i 542 14- 6- 8 m m 1 14- 6- 8 -- -- --t..� BC! I- 20-3-0 :2-0-0 9-i-o- - - 1 t 31-4-0 ALL PLATES ARE LOCK20 Scale: 0.203" = 1' Robbins Engineering, Inc./Online Plus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- OnlinePlus -- Version 19.0.028 A -H 0.59 2414 C 0.03 0.56 RUN DATE: 09-NOV-06 H -S1 0.59 2201 C 0.03 0.56 S1-B 0.51 2092 C 0.08 0.43 CSI -Size- ----Lumber---- B -I 0.40 1432 C 0.01 0.39 TC 0.59 2x 4 SP-#2 I -S2 0.40 1452 C 0.01 0.39 BC 0.92 2x 4 SP-#2 S2-K 0.41 1452 C 0.01 0.40 WB 0.40 2x 4 SP-#3 K -C 0.40 108 C 0.00 0.40 --------Bottom Chords--------- Bracetruss as follows: A -G 0.90 2165 T 0.19 0.71 0. C. From To G -S3 0.72 1504 T 0.25 0.47 TC Cont. 0- 0- 0 31- 4- 0 S3-F 0.89 1504 T 0.13 0.76 BC Cont. 0- 0- 0 31- 4- 0 F -E 0.67 1600 T 0.26 0.41 WB 1 rows CLB on B -F E -D 0.92 882 T 0.07 0.85 WB 1 rows CLB on K -D ------------- Webs ------------- Attach CLB with (2)-10d nails H -G 0.15 473 C at each web. G -B 0.30 732 T B -F 0.04 133 C 1 Br Loading Live Dead (psf) F -I 0.37 478 C TC 20.0 15.0 I -E 0.05 177 T BC 0.0 5.0 E -K 0.31 975 T Total 20.0 20.0 40.0 K -D 0.40 1514 C 1 Br Spacing 24.0" D -C 0.31 119 C WindLd 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) TL Defl -0.58" in S3-F L/639 LL Defl -0.41" in S3-F L/908 DL Defl -0.16" at S3 L/999 Hz Disp LL DL TL Jt D 0.04" 0.03" 0.07" Shear // Grain in A -H 0.30 Plus 1 BC LL Load Case(s) Plates for each ply each face. PLATING CONFORMS TO TPI. Checked for NonConcurrent 200 REPORTS: SBCCI 9761 Lbs Moving Point Load applied ROBBINS ENGINEERING, INC. at Panel Points and Mid -panel BASED ON SP LUMBER on BC USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Jt React Uplft Size Req'd Plate - RHS 20 Ga, Gross Area Lbs Lbs In-Sx In-Sx Jt Type Plt Size X Y JSI A 1464 542 4- 0 1-12 A LOCK 4.Ox 6.0 Ctr 0.1 0.80 Hz = 188 B LOCK 5.Ox 6.0 0.7-3.1 0.73 D 1452 546 3- 8 1-11 F LOCK 6.Ox 6.0-1.4 3.6 0.68 Hz = 337 E LOCK 5.Ox 6.0 Ctr-1.0 0.72 Robbins Engineering. Inc./Online Plus- 0 1996-2006 Version 19.0.028 Engineering - Portrait 11/102006 8.09:58 AM 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 OH Loading Soffit psf 2.0 Provide connection to bearing for 337 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2414 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SIMPSON HANGER @ JT.D. Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering SB42CATTR TI1 2 TR 310400 6 0 1- 2- 0 ENGLE/SB42CATTR/M#18122 HO 4-3 HO 4-3 0 0 N 15-8-0 15-8-0 O - ----- i '' i Sx6 B i 6, 3x6 3x6 2x4 S2 S3 2x4 F G 8-2-3 I f4x6 4x6 i A c a E S1 S4 D 3x6 3x6 3x6 3x6 HGR W:400 R:1355 R:14s1 U: 525 U: 562 Bc 31-4-0 -- 1 -�-_ • 31-4-0 - -1�i ALL PLATES ARE LOCK20 Scale: 0.208" = 1' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.72 2x 4 SP-#2 BC 0.95 2x 4 SP-#2 WB 0.39 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 4- 0 BC Cont. 0- 0- 0 31- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) 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 1355 526 3- 8 1-10 Hz = -196 C 1451 562 4- 0 1-11 Hz = 197 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.69 2383 C 0.03 0.66 Robbins Engineering, Inc./Online P1us- F -S2 0.69 2159 C 0.03 0.66 S2-B 0.72 2034 C 0.11 0.61 B -S3 0.72 2034 C 0.11 0.61 S3-G 0.69 2159 C 0.03 0.66 G -C 0.69 2383 C 0.03 0.66 --------Bottom Chords --------- A -E 0.95 2141 T 0.19 0.76 E -S1 0.69 1394 T 0.23 0.46 S1-S4 0.83 1394 T 0.12 0.71 S4-D 0.69 1394 T 0.23 0.46 D -C 0.95 2141 T 0.19 0.76 ------------- Webs ------------- F -E 0.19 514 C E -B 0.39 773 T B -D 0.39 773 T D -G 0.19 514 C TL Defl -0.62" in S1-S4 L/594 LL Defl -0.49" in S1-S4 L/755 DL Defl -0.14" at S1 L/999 Shear // Grain in F -S2 0.34 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 0.79 B LOCK 5.Ox 6.0 Ctr-0.1 0.60 C LOCK 4.Ox 6.0 Ctr 0.1 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 OR Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2383 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E A EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SIMPSON HANGER @ JT.A. Robbins Engineering, Inc./Online Plus" 0 1996-2006 Version 19.0.028 Engineering - Portrait 1 I1102006 8:09:58 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTR HID 1 HIPP 310400 6 0 1- 2- 0 ENGLE/SB42CATTR/M#18122 HO 4-3 0 0 HO 4-3 0 0 TC', 15-0-0 o O .� .• _ _ N O -. ••. -• 15-0-0 •- -- --- -1_�-J 5x6 5x6 B C 6. 3x6 3x6 S2 S3 2x4 2x4 I G H 7-10-3 i i 4x6 4x6 A D Q F sl S4 E u 4x8 3x6 3x6 3x6 HGR W:400 R:1348 R:1449 U: 525 U: 562 BCC 31-4-031-4-0 .-�---- i ' ALL PLATES ARE LOCK20 Scale: 0.207" = t' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.65 2x 4 SP-#2 BC 0.93 2x 4 SP-#2 WB 0.41 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 4- 0 BC Cont. 0- 0- 0 31- 4- 0 WB 1 rows CLB on F -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 1349 526 3- 8 1- 9 Hz = -188 D 1450 562 4- 0 1-11 Hz = 189 Robbins Engineering, Inc./Online Plus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -G 0.65 2355 C 0.03 0.62 G -S2 0.65 2135 C 0.03 0.62 S2-B 0.57 2023 C 0.09 0.48 B -C 0.21 1388 C 0.09 0.12 C -S3 0.60 2048 C 0.09 0.51 S3-H 0.65 2160 C 0.03 0.62 H -D 0.65 2371 C 0.03 0.62 --------Bottom Chords --------- * -F 0.93 2114 T 0.18 0.75 F -S1 0.70 1435 T 0.24 0.46 S1-S4 0.89 1435 T 0.13 0.76 S4-E 0.72 1435 T 0.24 0.48 E -D 0.93 2128 T 0.18 0.75 ------------- Webs ------------- G -F 0.16 494 C F -B 0.41 814 T F -C 0.06 192 C 1 Br C -E 0.35 769 T E -H 0.16 496 C TL Defl -0.63" in S1-S4 L/582 LL Defl -0.49" in S1-S4 L/747 DL Defl -0.15" at S4 L/999 Shear // Grain in G -S2 0.32 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 0.78 B LOCK 5.Ox 6.0 0.7-3.1 0.60 C LOCK 5.Ox 6.0-0.7-3.1 0.74 D LOCK 4.Ox 6.0 Ctr 0.1 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. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2371 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SIMPSON HANGER @ JT.A. Robbins Engineering, Inc./Online Plus" 0 1996-2006 Version 19.0.028 Engineering - Portrait 11/102006 8:09:57 AM Page 1 Job Mark Type Span P1-H1 Left OH Right OH Engineering S.942CATTR H9 ��n HIPP 310400 6 0 1- 2- 0 ENGLE/SB42CATTR/M#18122 HO 4-3 HO 4-3 0 0 N O TC! 13-0-0. 5-4-0 i - - 13-0-0 - ---- U 5x6 5x6 B C 6 3x6 3x6 2x4 S2 S3 2x4 G H 6-10-3 ' 4x6 4x6 A D F Sl S4 E u 4x8 3x6 3x6 3x6 HGR W:400 R:1328 R:1440 U: 525 U: 562 BC 31-4-0 t r 31-4-0 - - - ----F? ALL PLATES ARE LOCK20 Scale: 0.207" = 1' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.45 2x 4 SP-#2 BC 0.92 2x 4 SP-#2 WB 0.18 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 4- 0 BC Cont. 0- 0- 0 31- 4- 0 WB 1 rows CLB on F -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 1328 526 3- 8 1- 9 Hz = -163 D 1441 562 4- 0 1-11 Hz = 163 Robbins Engineering, Inc./Online Plus- ---------- Top Chords ---------- * -G 0.45 2355 C 0.03 0.42 G -S2 0.44 2082 C 0.02 0.42 S2-B 0.36 1985 C 0.05 0.31 B -C 0.28 1570 C 0.02 0.26 C -S3 0.40 2028 C 0.06 0.34 S3-H 0.44 2125 C 0.02 0.42 H -D 0.45 2399 C 0.03 0.42 --------Bottom Chords --------- * -F 0.91 2110 T 0.19 0.72 F -S1 0.64 1601 T 0.15 0.49 S1-S4 0.91 1601 T 0.15 0.76 S4-E 0.69 1601 T 0.26 0.43 E -D 0.92 2150 T 0.19 0.73 ------------- Webs ------------- G -F 0.16 437 C F -B 0.17 541 T F -C 0.05 146 C 1 Br C -E 0.18 577 T E -H 0.16 440 C TL Defl -0.59" in S1-S4 L/621 LL Defl -0.44" in S1-S4 L/834 DL Defl -0.16" at S4 L/999 Shear // Grain in S3-H 0.27 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 0.78 B LOCK 5.Ox 6.0 0.7-3.1 0.60 C LOCK 5.Ox 6.0-0.7-3.1 0.73 D LOCK 4.Ox 6.0 Ctr 0.1 0.80 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2399 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SIMPSON HANGER @ JT.A. Membr CSI P Lbs Axl-CSI-Bnd NOTES: Robbins Engineering, Inc./Online Plus' 0 1996-2006 Version 19.0.028 Engineering - Portrait 11/10P1006 8.09:56 AM Page 1 Job --F- Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTR H8 1 HIPP 310400 6 0 1- 2- 0 ENGLE/SB42CATTR/M#18122 HO 4-3 HO 4-3 0 0 N O TCI 11-0-0 9-4-0 .__ �_ . _ 11-0-0 5x6 3x6 5x6 B H C I j 6; 2x4 2x4 G I 5-10-3 4x6 4x6 I A I D F S1 S2 E I. 4x8 3x6 3x6 4x8 W:400 W:400 R:1313 R:1409 U: 525 U: 562 Bc' 31-4-031-4-0 - - --- --• -•-•- - -� I . ALL PLATES ARE LOCK20 Scale: 0.207" = 1' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.36 2x 4 SP-#2 BC 0.91 2x 4 SP-#2 WB 0.19 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 4- BC Cont. 0- 0- 0 31- 4- Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) 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 1314 526 4- 0 1- 9 Hz = -137 D 1410 562 4- 0 1-11 Hz = 138 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -G 0.36 2379 C 0.01 0.35 G -B 0.33 1993 C 0.04 0.29 B -H 0.27 1732 C 0.01 0.26 Robbins Engineering, Inc./Online Plus"' H -C 0.27 1732 C 0.01 0.26 C -I 0.33 1993 C 0.04 0.29 I -D 0.36 2379 C 0.01 0.35 --------Bottom Chords --------- * -F 0.91 2129 T 0.20 0.71 F -S1 0.66 1869 T 0.18 0.48 S1-S2 0.91 1869 T 0.18 0.73 S2-E 0.66 1869 T 0.18 0.48 E -D 0.91 2129 T 0.20 0.71 ------------- Webs ------------- G -F 0.19 415 C F -B 0.17 537 T F -H 0.16 200 C H -E 0.16 200 C C -E 0.17 537 T E -I 0.19 415 C TL Defl -0.51" in S1-S2 L/714 LL Defl -0.35" in S1-S2 L/999 DL Defl -0.17" at S2 L/999 Shear // Grain in G -B 0.24 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 0.79 B LOCK 5.Ox 6.0 0.7-3.1 0.86 C LOCK 5.Ox 6.0-0.7-3.1 0.86 D LOCK 4.Ox 6.0 Ctr 0.1 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. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2379 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E A EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE IIA14DLING , INSTALLING & BRACING TRUSSES. 3. DESIGNER: JLW Robbins Engineering, Inc./Online Plus*" 0 1996.2006 Version 19.0.028 Engineering - Portrait 11/102006 6.09:56 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTR H7 1 HIPP 310900 6 0 1- 2- 0 I ENGLE/SB42CATTR/M#18122 HO 4-3 HO 4-3 0 0 N O TCI_ 9-0-0 i 13-4-0 i ,-,_9-0-0 1_' I 5x8 2x4 5x8 B I C I 61 2x4 2x4 H J 4-10-3 4x6 4x6 i A D F G E ® 3x6 S1 4x8 S2 3x6 j W:400 3x6 3x6 W:400 R:1253 R:1349 U: 525 U: 562 BCC 31-4-0 - - - - --- ----- -�--; i I 31-4-0 ._ ----•- -S3� ALL PLATES ARE LOCK20 Scale: 0.207" = t' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.58 2x 4 SP-#2 BC 0.80 2x 4 SP42 WB 0.20 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 4- 0 BC Cont. 0- 0- 0 31- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1253 526 4- 0 1- 8 Hz = -111 D 1349 562 4- 0 1- 9 Hz = 112 Membr CSI P Lbs Axl-CSI-Bnd Robbins Engineering, Inc./Online Plus- ---------- Top Chords ---------- A -H 0.28 2272 C 0.01 0.27 H -B 0.26 1968 C 0.02 0.24 B -I 0.58 2185 C 0.03 0.55 I -C 0.58 2185 C 0.03 0.55 C -J 0.26 1968 C 0.02 0.24 J -D 0.28 2272 C 0.01 0.27 --------Bottom Chords --------- * -F 0.80 2028 T 0.20 0.60 F -S1 0.52 1762 T 0.17 0.35 S1-G 0.65 1762 T 0.19 0.46 G -S2 0.65 1762 T 0.19 0.46 S2-E 0.52 1762 T 0.17 0.35 E -D 0.80 2028 T 0.20 0.60 ------------- Webs ------------- H -F 0.11 292 C F -B 0.10 327 T B -G 0.20 512 T G -I 0.16 518 C G -C 0.20 512 T E -C 0.10 327 T E -J 0.11 292 C TL Defl -0.24" in E -D L/999 LL Defl 0.15" in A -F L/999 DL Defl -0.17" at G L/999 Shear // Grain in B -I 0.33 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.75 B LOCK 5.Ox 8.0 Ctr-0.1 0.89 C LOCK 5.Ox 8.0 Ctr-0.1 0.89 D LOCK 4.Ox 6.0 Ctr 0.1 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 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2272 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. DESIGNER: JLW Robbins Engineering, Inc./Online Plus` 0 1996-2006 Version 19.0.028 Engineering • Portrait 11/10/2006 8:09:55 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SR42CATTR H6 1 HIPP 310400 6 0 1- 2- 0 ENGLE/SB42CATTR/M#18122 HO 4-3 HO 4-3 0 0 N _TCJ_ . _ _.._. 7-0-0...__._._. -.l . 17-4-0 _ _I _ 7-0-0 _ O 3x6 2x4 4x12 3x6 U V S2 W 5x10 5x10 6; B C 3x6 3x6 H K 3-10-3 3x10 3x10 3x8 Z71 113X6 3x8 Aell D 1. Q F 2x4 3x6 3x6 T S1 5x8 S S3 R g P �g 4x8 5x8 3x6 2x4w:400W:400 R:2677 R:2774 U:1125 U:1161 BCI _. _ 31-4-0 1 - 31-4-0 .. ---- - ------t?i ALL PLATES ARE LOCK20 Scale: 0.206" = 1' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.90 2x 4 SP-112 BC 0.97 2x 6 SP-112 WB 0.61 2x 4 SP-#3 PB --- 2x 4 SP-113 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 4- 0 BC Cont. 0- 0- 0 31- 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' 31.3' BC V 0 10 0.0' 31.3' TC V 50 38 7.0' 24.3' BC V 0 13 7.1' 24.2' BC V 280 280 7.1' CL-LB BC V 280 280 24.2' CL-LB Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Cases) Robbins Engineering, Inc./Online P1us- A -H 0.54 5384 C 0.28 0.26 H -B 0.72 5323 C 0.23 0.49 B -U 0.90 6280 C 0.39 0.51 U -V 0.88 6704 C 0.37 0.51 V -S2 0.75 6704 C 0.37 0.38 S2-W 0.88 6704 C 0.37 0.51 W -C 0.90 6280 C 0.39 0.51 C -K 0.72 5323 C 0.23 0.49 K -D 0.54 5384 C 0.28 0.26 --------Bottom Chords --------- A -Q 0.85 4798 T 0.64 0.21 Q -F 0.85 4798 T 0.64 0.21 F -T 0.72 4783 T 0.63 0.09 T -S1 0.88 6280 T 0.83 0.05 S1-S 0.97 6280 T 0.83 0.14 S -S3 0.97 6280 T 0.83 0.14 S3-R 0.88 6280 T 0.83 0.05 R -E 0.72 4783 T 0.63 0.09 E -P 0.85 4798 T 0.64 0.21 P -D 0.85 4798 T 0.64 0.21 ------------- Webs ------------- Q -H 0.05 162 T H -F 0.04 176 C F -B 0.21 671 T B -T 0.61 1911 T T -U 0.23 1067 C U -S 0.17 547 T S -V 0.14 643 C S -W 0.17 547 T R -W 0.23 1067 C R -C 0.61 1911 T E -C 0.21 671 T E -K 0.04 176 C P -K 0.05 162 T TL Defl -0.66" in S -S3 L/556 LL Defl -0.33" in S -S3 L/999 DL Defl -0.51" at S L/725 Shear // Grain in B -U 0.48 Plates for each ply each face. Checked for NonConcurrent 200 PLATING CONFORMS TO TPI. Lbs Moving Point Load applied REPORTS: SBCCI 9761 at Panel Points and Mid -panel ROBBINS ENGINEERING, INC. on BC BASED ON SP LUMBER USING GROSS AREA TEST. Jt React Uplft Size Req'd Plate - LOCK 20 Ga, Gross Area Lbs Lbs In-Sx In-Sx Plate - RHS 20 Ga, Gross Area A 2678 1125 4- 0 3- 3 Jt Type Plt Size X Y JSI Hz = -85 A LOCK 3.Ox 8.0 1.4 0.7 0.94 D 2774 1162 4- 0 3- 4 A LOCK 3.0x10.0 2.4 1.1 0.79 Hz = 86 B LOCK 5.0x10.0 1.9-3.6 0.95 S2 LOCK 4.Oxl2.0 Ctr-0.2 0.88 Membr CSI P Lbs Axl-CSI-Bnd C LOCK 5.Ox10.0-1.9-3.6 0.95 ----------Top Chords---------- D LOCK 3.Ox 8.0-1.4 0.7 0.94 Robbins Engineering, Inc./Online Plus- 0 1996-2006 Version 19.0.028 Engineering - Portrait 11/10/2006 8.09:54 AM Page 1 D LOCK 3.0x10.0-2.4 1.1 0.79 T LOCK 3.Ox 6.0-1.0 Ctr 1.00 R LOCK 3.Ox 6.0 1.0 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 Girder Step Down Hip Framing King Jacks Jack Open Faced Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 6704 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. DESIGNER: JLW r Job=k Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTR GE19 1 JCA2 31008 4 1- 2- o 0 ENGLE/SB42CATTR/M#18122 HO 4-3 HO 1-7-11 TC! 1-2-0 _ 3-10-8• •---•-- __I 2x4 4 1-7-11 2x4 A c x4 I BC; 3-10-8 - 3-10-8 ------ 1 ALL PLATES ARE LOCR20 Scale: 0.882" = 1' Robbins Engineering, Inc./Online Plus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- OnlinePlus -- Version 19.0.028 A -B 0.15 27 C 0.00 0.15 RUN DATE: 09-NOV-06--------Bottom Chords --------- A -C 0.27 66 C 0.00 0.27 CSI -Size- ----Lumber---- ------------- Webs ------------- TC 0.15 2x 4 SP-#2 C -B 0.01 117 C WindLd BC 0.27 2x 4 SP-#2 WB 0.01 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3-10- 8 BC Cont. 0- 0- 0 3-10- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 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) TL Defl -0.01" in A -C L/999 LL Defl -0.01" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.17 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 OH Loading Jt React Uplft Size Req'd Soffit psf 2.0 Lbs Lbs In-Sx In-Sx Design checked for LL on BC Cont. Brg 0- 0- 0 to 3-10- 8 per BOCA (section 1606.2.3), 448 165 Hz = 60 IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Robbins Engineering. Inc./Online PIUS- 0 1996-2006 Version 19.0.028 Engineering - Portrait 11/102006 8:10:05 AM Page 1 Design checked for 10 psf non - concurrent LL on BC. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 117 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.NEB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. DESIGNER: JLW Job SB42CATTR Mark M19 Quan Type 10 JCA2 Span P1-H1 31008 4 Left OH Right OH 1- 2- 0 0 Engineering ENGLE/SB42CATTR/M#18122 80 4-3 HO 1-7-11 TC j . 1-2-0 } 3-10-8 2x4 I 4 1-7-11 } 2x4 I A C x4 i I W:400 HGR R: 277 R: 283 U: 92 U: 72 BC, 3-10-8 3-10-8 ALL PLATES ARE LOCR20 Scale: 0.773" = 1' Robbins Engineering, Inc./Online Plus'" Hz = 60 Online Plus -- Version 19.0.028 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 09-NOV-06 ----------Top Chords ---------- A -B 0.15 27 C 0.00 0.15 CSI -Size- ----Lumber---- --------Bottom Chords --------- TC 0.15 2x 4 SP-#2 A -C 0.27 46 T 0.00 0.27 BC 0.27 2x 4 SP-#2 ------------- Webs ------------- WB 0.01 2x 4 SP-#3 C -B 0.01 117 C WindLd Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3-10- 8 BC Cont. 0- 0- 0 3-10- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 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) TL Defl -0.01" in A -C L/999 LL Defl -0.01" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.17 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 REFER TO ROBBINS ENG. CE14ERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 Lbs Moving Point Load applied NOTES: at Panel Points and Mid -panel Trusses Manufactured by: on BC East Coast Lumber Analysis Conforms To: Jt React Uplft Size Req'd FBC2004 Lbs Lbs In-Sx In-Sx OH Loading A 277 93 4- 0 1- 8 Soffit psf 2.0 Hz = 30 Design checked for LL on BC C 284 73 3- 8 1- 8 per BOCA (section 1606.2.3), Robbins Engineering, Inc./Online Plus'" 0 1996-2006 Version 19.0.028 Engineering - Portrait 11/1012006 8:10:05 AM Pagel IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 117 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E A EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SIMPSON HANGER @ JT.C. Job S.942CATTR hark G19 uan Q2 Type Span P1-H1 JCA2 31008 4 Left OH Right OH 0 0 Engineering ENGLE/SB42CATTR/M#18122 HO 4-3 HO 1-7-11 ,TC; 3-110-8 - 2x4 I I I 4. 1-7-11 3x3 A C 2x4 I W:400 RGR R: 426 R: 426 U: 171 U: 186 BC; 3-10-8 3-10-8 ALL PLATES ARE LOCK20 Scale: 0.773" = 1' Robbins Engineering, Inc./Online Plus - at Panel Points and Mid -panel on BC Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 it CSI -Size- ----Lumber---- TC 0.18 2x 4 SP-#2 BC 0.28 2x 6 SP-#2 WB 0.01 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3-10- 8 BC Cont. 0- 0- 0 3-10- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor.. 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 3.9' BC V 0 10 0.0' 3.9' BC V 70 70 0.0' 3.9' Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) A C React Uplft Size Req'd Lbs Lbs In-Sx In-Sx 426 171 4- 0 1- 8 Hz = 38 426 186 3- 8 1- 8 Hz = 61 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.18 24 C 0.00 0.18 --------Bottom Chords --------- A -C 0.28 48 T 0.00 0.28 ------------- Webs ------------- C -B 0.01 120 C WindLd TL Defl -0.02" in A -C L/999 LL Defl -0.01" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.23 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, IIJC. 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. GE14ERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 120 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E A EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SIMPSON HANGER @ JT.C. Checked for NonConcurrent 200 Lbs Moving Point Load applied NOTES: Robbins Engineering. Inc./Online Plus" 0 1996.2006 Version 19.0.028 Engineering . Portrait 11/102006 8:10:06 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTR GE18 1 SP 90000 8 1- 2- 0 1- 2- 0 ENGLE/SB42CATTR/M#18122 HO 8-13 HO 8-13 TCI 1-2-0 ._ .. 4-6-0 ._ 476-0 4x6 3-8-13 Hc9-0-0 - F i 9-0-0 ALL PLATES ARE LOCR20 See Joint D For Typical Gable Plate Size and Placement Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.04 2x 4 SP-#2 BC 0.14 2x 4 SP-#2 GW 0.03 2x 4 SP-#3 SL 0.01 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9- 0- 0 BC Cont. 0- 0- 0 9- 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 9- 0- 0 917 377 Hz = 83 Robbins Engineering, Inc./Online Plus" B -G 0.04 156 T 0.00 0.04 G -J 0.04 90 C 0.00 0.04 --------Bottom Chords --------- I -E 0.14 2 T 0.00 0.14 E -F 0.13 0 T 0.00 0.13 F -H 0.13 0 T 0.00 0.13 H -J 0.14 2 T 0.00 0.14 ----------Gable Webs---------- E-D 0.03 153 C F -B 0.01 100 C H -G 0.03 153 C ----------- Sliders ------------ I -I 0.01 75 C J -J 0.01 75 C TL Defl 0.00" in F -H L/999 LL Defl 0.00" in H -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -E 0.16 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 I LOCK 5.Ox 4.0 2.0 0.6 0.97 J LOCK 5.Ox 4.0-2.0 0.6 0.97 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Membr CSI P Lbs Axl-CSI-Bnd Analysis Conforms To: ----------Top Chords---------- FBC2004 I -D 0.04 90 C 0.00 0.04 OH Loading D -B 0.04 156 T 0.00 0.04 Soffit psf 2.0 Robbins Engineering, Inc./Online PIusT" 0 1996-2006 Version 19.0.028 Engineering - Portrait 11110/2006 8:10:03 AM Pagel Scale: 0.505" = 1 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 153 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#ES5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. DESIGNER: JLW Job Mark uan Type Span Pi -Hi Left OH Right OH Engineering Q SB42CATTR T18A 2 TR 90000 s o 0 ENGLE/SB42CATTR/M#18122 HO 8-13 HO 8-13 TC;_ 4-6-0 4-6-0 I 4x6 B 8 I 3-8-13 3x4 3x4 Sx4 E F 5x4 A C 1 I D 2x4 HGR HGR R: 360 R: 359 U: 150 U: 150 BCj 9-0-0 9-0-0 - - ALL PLATES ARE LOCK20 Scale: 0.478" = 1' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06 CSI -Size- ----Lumber---- TC 0.12 2x 4 SP-#2 BC 0.31 2x 4 SP-#2 WB 0.07 2x 4 SP-#3 SL 0.04 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9- 0- 0 BC Cont. 0- 0- 0 9- 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 360 151 3- 8 1- 8 Hz = 83 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -E 0.12 259 C 0.00 0.12 E -B 0.12 301 C 0.00 0.12 B -F 0.12 301 C 0.00 0.12 F -C 0.12 259 C 0.00 0.12 --------Bottom Chords --------- * -D 0.31 248 T 0.03 0.28 D -C 0.31 248 T 0.03 0.28 ------------- Webs ------------- D -B 0.07 221 T ----------- Sliders ------------ A -E 0.04 242 C F -C 0.04 242 C TL Defl 0.01" in A -D L/999 LL Defl 0.02" in A -D L/999 DL Defl 0.00" at L/999 Shear // Grain in A -D 0.17 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 5.Ox 4.0 2.0 0.6 0.97 C LOCK 5.Ox 4.0-2.0 0.6 0.97 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx REFER TO ROBBINS ENG. GENERAL A 360 151 3- 8 1- 8 NOTES AND SYMBOLS SHEET FOR Hz = -82 ADDITIONAL SPECIFICATIONS. Robbins Engineering. Inc./Online Plus- 0 1996.2006 Version 19.0.028 Engineering - Portrait 11/10/2006 8:10:03 AM Pagel 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: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 301 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SIMPSON HANGER @ JT.A. 4. SIMPSON HANGER @ JT.C. Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTR MV12 1 VSMO 120000 6 0 0 ENGLE/SB42CATTR/M#18122 6-0-0 HO 6-0-0 TC ._...... _.- _ _ 12-0-0 _. .-1 2x4 B 3 G BCi - 12-0-0 r 1 12-0-0 ALL PLATES ARE LOCK20 See Joint D For Typical Gable Plate Size and Placement Robbins Engineering, Inc./Online Plus'" Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- OnlinePlus -- Version 19.0.028 A -D 0.23 197 C 0.00 0.23 RUN DATE: 09-NOV-06 D -F 0.19 138 C 0.00 0.19 F -B 0.12 74 C 0.00 0.12 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.23 2x 4 SP-#2 A -E 0.27 2 C 0.00 0.27 BC 0.27 2x 4 SP-#2 E -G 0.23 0 T 0.00 0.23 WB 0.22 2x 4 SP-#3 G -C 0.17 0 T 0.00 0.17 GW 0.23 2x 4 SP-#3 ------------- Webs ------------- C -B 0.22 89 C 0.01 0.21 Brace truss as follows: ----------Gable Webs ---------- O.C. From To E -D 0.23 305 C 0.00 0.23 TC Cont. 0- 0- 0 12- 0- 0 G -F 0.12 250 C 0.00 0.12 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 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 TL Defl 0.02" in E -G L/999 LL Defl 0.02" in E -G L/999 DL Defl 0.00" at L/999 Shear // Grain in A -D 0.19 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, I11C. 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. GE14ERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIOC!S. it React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by: Cont. Brg 0- 0- 0 to 12- 0- 0 East Coast Lumber 1060 361 Hz = 485 Analysis Conforms To: Robbins Engineering. Inc./Online Plus"' 0 1996-2006 version 19.0.026 Engineering -Portrait 11/102006 6:10.10 AM P3ga 1 C 2x4 Scale: 0.355" = 1 FBC2004 Provide connection to bearing for 485 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 305 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E A EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. DESIGNER: JLW Job Mark Quan Type Span PI-H1 Left OH Right OH Engineering SB42CATTR MV10 1 vsMo 100000 6 0 0 ENGLE/SB42CATTR/M#18122 HO 5-0-0 TCi_ _ 10-0-0 2x4 B I I 6� `2x4 D 5-0-0 1 i 3A3 c jam' Ei 2x4 t i BC; 10-0-0 '. 10-0-0 ALL PLATES ART> LOCK20 See Joint D For Typical Gable Plate Size and Placement Scale: 0.409" = 1' Robbins Engineering, Iric./Online Plus" Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- OnlinePlus -- Version 19.0.028 A -D 0.32 146 C 0.00 0.32 RUN DATE: 09-NOV-06 D -B 0.24 74 C 0.00 0.24 --------Bottom Chords--------- CSI -Size- ----Lumber---- A -E 0.34 2 C 0.00 0.34 TC 0.32 2x 4 SP-#2 E -C 0.25 0 T 0.00 0.25 BC 0.34 2x 4 SP-#2 ------------- Webs ------------- WB 0.21 2x 4 SP-#3 C -B 0.21 119 C 0.00 0.21 GW 0.31 2x 4 SP-#3 ----------Gable Webs---------- E-D 0.31 350 C 0.00 0.31 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 10- 0- 0 BC Cont. 0- 0- 0 10- 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 TL Defl -0.03" in A -E L/999 LL Defl 0.02" in A -E L/999 DL Defl 0.00" at L/999 Shear // Grain in A -D 0.23 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 10- 0- 0 Provide connection to bearing 934 332 Hz = 396 for 395 Lbs Horiz Reaction Robbins Engineering, Inc./Online Plus" 0 1996-2006 Version 19.0.028 Engineering • Portrait 11I10/2006 8:10.11 ltA Pagel Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 350 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTR MV8 1 VSMO 80000 6 0 0 ENGLE/SB42CATTR/M#18122 HO 4-0-0 8-0-0 2xa B 6 i •2x4 D /i I I i i 2xa A C E u2x4 --� - -_ ... - •-c-i --�- - �._ Bc; 8-0-0 - 8-0-0 - ALL PLATES ARE LOCK20 Soo Joint D For Typical Gablo Plate Sizo and Placemont Scale: 0.482" = 1' Robbins Engineering, Inc./Online Plus"' Membr CSI P Lbs Axl-CSl-Bnd ----------Top Chords---------- OnlinePlus.-- Version 19.0.028 A -D 0.17 117 C 0.00 0.17 RUN DATE: 09-NOV-06 D -B 0.15 60 C 0.00 0.15 --------Bottom Chords--------- CSI -Size- ----Lumber---- A -E 0.22 2 C 0.00 0.22 TC 0.17 2x 4 SP-#2 E -C 0.21 0 T 0.00 0.21 BC 0.22 2x 4 SP-#2 ------------- Webs ------------- WB 0.18 2x 4 SP-#3 C -B 0.18 108 C 0.00 0.18 GW 0.18 2x 4 SP-#3 ----------Gable Webs---------- E-D 0.18 275 C 0.00 0.18 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 TL Defl 0.01" in E -C L/999 LL Defl 0.01" in E -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -D 0.17 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Checked for NonConcurrent 200 ADDITIONAL SPECIFICATIONS. Lbs Moving Point Load applied at Panel Points and Mid -panel NOTES: on BC Trusses Manufactured by: East Coast Lumber Jt React Uplft Size Req'd Analysis Conforms To: Lbs Lbs In-Sx In-Sx FBC2004 Cont. Brg 0- 0- 0 to 8- 0- 0 Provide connection to bearing 721 253 Hz = 310 for 309 Lbs Horiz Reaction Robbins Engineering, Inc./Online Plus- 0 1996.2006 Version 19.0.028 Engineering - Porlra4 111102D06 8:10:12 AM Page 1 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 275 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E A EB5251 s 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering MWCATTR MV6 1 VSMO 60000 6 0 0 ENGLE/SB42CATTR/M#18122 Ho 3-0-0 TC 6-0-0 2x4 3-0-0 BC Online Plus -- Version 19.0.028 RUN DATE: 10-NOV-06 CSI -Size- ----Lumber---- TC 0.33 2x 4 SP-#2 BC 0.45 2x 4 SP-#2 WB 0.03 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6- 0- 0 BC Cont. 0- 0- 0 6- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) 6-0-0 6-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus'" Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.33 65 C 0.00 0.33 --------Bottom Chords --------- A -C 0.45 3 C 0.00 0.45 ------------- Webs ------------- C -B 0.03 170 C WindLd TL Defl -0.06" in A -C L/999 LL Defl -0.03" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -B 0.20 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 6- 0- 0 (section 1607.1), 20.0 psf. 431 181 Hz = 129 Design checked for 10 psf non - concurrent LL on BC. Robbins Engineering, Inc./Online Plus" 0 1996.2006 Version 19.0.028 Engineering - Portrait 11110/2006 9:00:49 AM 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: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 170 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SR'42CATTR MV4 1 VSMO, 40000 6 0 0 ENGLE/SB42CATTR/M#18122 2-0-0 TC 4-0-0 BC 4-0-0 4-0-0 ALL PLATES ARE LOCK20 Online Plus -- Version 19.0.028 RUN DATE: 10-NOV-06 CSI -Size- ----Lumber---- TC 0.12 2x 4 SP-#2 BC 0.22 2x 4 SP42 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 P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.12 39 C 0.00 0.12 --------Bottom Chords --------- A -C 0.22 4 C 0.00 0.22 ------------- Webs ------------- C -B 0.01 108 C WindLd TL Defl -0.01" in A -C L/999 LL Defl -0.01" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.19 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Checked for NonConcurrent 200 Trusses Manufactured by: Lbs Moving Point Load applied East Coast Lumber at Panel Points and Mid -panel Analysis Conforms To: on BC FBC2004 Design checked for LL on BC Jt React Uplft Size Req'd per BOCA (section 1606.2.3), Lbs Lbs In-Sx In-Sx IBC/IRC-2003 and FBC 2004 Cont. Brg 0- 0- 0 to 4- 0- 0 (section 1607.1), 20.0 psf. 335 113 Hz = 79 Design checked for 10 psf non - concurrent LL on BC. Robbins Engineering, Inc./Online Plus"' 0 1996.2006 Version 19.0,028 Engineering • Portrait 11/10/2006 9:00:49 AM Page 1 HO 2-0-0 2x4 Scale: 0.757" = V Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 108 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. DESIGNER: JLW Job Mark Quan Type Span Pl-H1 Left OH Right OH I Engineering SR"42CATTR MV2 1 VSMO 20000 6 0 0 ENGLE/SB42CATTR/M#18122 1-0-0 Ho 1-0-0 TC' 2-0-0 ! 6! 2x4 4 Online Plus -- Version_19.0.028 RUN DATE: 10-NOV-06 CSI -Size- ----Lumber---- TC 0.00 2x 4 SP-#2 BC 0.00 2x 4 SP-#2 WB 0.00 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 2- 0- 0 BC Cont. 0- 0- 0 2- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) SC 2-0-0 2-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus"' Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.00 12 C --------Bottom Chords --------- A -C 0.00 0 T ------------- Webs ------------- C -B 0.00 36 C WindLd TL Defl 0.00" in C -C L/999 LL Defl 0.00" in C -C L/999 DL Defl 0.00" at L/999 Shear // Grain in C -B 0.03 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Checked for NonConcurrent 200 Trusses Manufactured by: Lbs Moving Point Load applied East Coast Lumber at Panel Points and Mid -panel Analysis Conforms To: on BC FBC2004 Design checked for LL on BC Jt React Uplft Size Req'd per BOCA (section 1606.2.3), Lbs Lbs In-Sx In-Sx IBC/IRC-2003 and FBC 2004 Cont. Brg 0- 0- 0 to 2- 0- 0 (section 1607.1), 20.0 psf. 254 47 Hz = 29 Design checked for 10 psf non - concurrent LL on BC. Robbins Engineering, Inc./Online PIUSTM 0 1996.2006 version 19.0.028 Engineering - Portrait 11/10/2006 9:00:50 AM Pagel Scale: 0.859" = 1' Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 36 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTR V8 1 VL. SB 8o0oo 6 0 0 ENGLE/SB42CATTR/M#18122 2-0-0 •2x4 BCi ._ .. _ 9-0-0 g_0_0 ALL PLATES ARE LOCK20 See Joint D For Typical Gable Plate Size and Placement Robbins Engineering, Inc./Online Plus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- OnlinePlus -- Version 19.0.028 A -B 0.11 66 C 0.00 0.11 RUN DATE: 09-NOV-06 B -C 0.11 66 C 0.00 0.11 --------Bottom Chords--------- CSI -Size- ----Lumber---- A -D 0.21 3 C 0.00 0.21 TC 0.11 2x 4 SP-#2 D -C 0.21 3 C 0.00 0.21 BC 0.21 2x 4 SP-#2 ----------Gable Webs ---------- GW 0.02 2x 4 SP-#3 D -B 0.02 169 C Brace truss as follows: TL Defl 0.00" in A -D L/999 O.C. From To LL Defl 0.00" in A -D L/999 TC Cont. 0- 0- 0 8- 0- 0 DL Defl 0.00" at L/999 BC Cont. 0- 0- 0 8- 0- 0 Shear // Grain in A -D 0.16 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) 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 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), 684 288 Hz = 70 IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Robbins Engineering. Inc./Online Plus"' 0 1996.2006 Version 19.0.028 Engineering - Portrait 11/10/2006 8:10:14 AM Page 1 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: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 7.0 psf BC Dead Load 3.0 psf Max comp. force 169 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB42CATTR V4 1 VL. SB 40000 6 0 0 ENGLE/SB42CATTR/M#18122 61 i 1-0-0 2x4 270-0 -----•t - - --- 2-0-0--- 4x4 2x4 1 BC 4-0-0 4-0-0 - --- - ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus- TL Defl 0.00" in A -C L/999 LL Defl 0.00" in A -C L/999 Online Plus -- Version 19.0.028 DL Defl 0.00" at L/999 RUN DATE: 09-NOV-06 .Shear // Grain in A -B 0.05 CSI -Size- ----Lumber---- TC 0.02 2x 4 SP42 BC 0.02 2x 4 SP42 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 Pit 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 93 Hz = 15 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 0.02 115 C 0.00 0.02 Wind Speed: 120 mph B -C 0.02 115 C 0.00 0.02 Mean Roof Height: 25-0 --------Bottom Chords--------- Exposure Category: B A -C 0.02 1 C 0.00 0.02 Occupancy Factor : 1.00 Robbins Engineering. Inc./Online Plus" 0 1996.2006 Version 19.0.028 Engineering - Portrait 11/10/2006 8:10:14 AM 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 115 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E A EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. DESIGNER: JLW Job Markuan Type Span P1-H1 Left OH Right OH Engineering Q SB42CATTR HJ7 4 KNG1 91013 4.243 1- 7-13 0 ENGLE/SB42CATTR/M#18122 HO 3-15 HO 3-9-15 TC... _1-7-13__ .I --- - - - - 9-10-13. -- --•----- -.J 2x4 B _i 2-16d toenails 4.243 ,�_Tg 2x4 E 3-9-15 3x3 A - C 3-16d toenails 3x3 i W:508 R: 501 U: 128 BCI' - j 9-10-13 - - - 1 9-10-13 ALL PLATES ARE LOCK20 Scale: 0.458" = 1' Online Plus -- Version 19.0.028 RUN DATE: 10-NOV-06 CSI -Size- ----Lumber---- TC 0.54 2x 4 SP-#2 BC 0.92 2x 4 SP-#2 WB 0.26 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9-10-13 BC Cont. 0- 0- 0 9-10-13 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 9.9' BC V 0 10 0.0' 9.9' TC V -40 -30 0.0' 45 34 9.9' BC V 0 -10 0.0' 0 11 9.9' Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus- Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 502 129 5- 8 1- 8 Hz = 93 C 411 103 1- 8 1- 8 B 276 170 1- 8 1- 8 Hz = 175 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -E 0.54 674 C 0.00 0.54 E -B 0.54 105 T 0.00 0.54 --------Bottom Chords --------- A -C 0.92 682 T 0.12 0.80 ------------- Webs ------------- E -C 0.26 738 C C -B 0.04 0 T WindLd TL Defl -0.37" in A -C L/302 LL Defl -0.24" in A -C L/460 DL Defl 0.00" at L/999 Shear // Grain in E -B 0.34 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. For proper installation of toe -nails, refer to the 2001 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder King Jack Loading TC and BC Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 738 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.EA EB5251 & 19554 5205 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. Robbins Engineering, Inc./Online Plus' 0 1996.2006 Version 19.0.028 Engineering -Portrait 11/10/2006 8:10:15 AM Pagel Job SB42CATTR Mark HJ3 Quan Type 2 ENDJV Span P1-H1 40215 4.243 Left OH Right 1- 7-13 0 "ineering ENGLE/SB42CATTR/M#18122 HO 3-14 HO 1-9714 TC; -----1-7-13_. . _. __ .. _ --4-2_15 -- - 2x4 B 4.243 1-9-14 2x4 A C L. 2x4 2-16d toenails t t W:1105 R: 270 U: 70 BC! - .- - .. _ I 4-2-15 I _ 4-2-15 - -- ; ALL PLATES ARE LOCK20 Scale: 0.741" = 1' Online Plus -- Version 19.0.028 RUN DATE: 10-NOV-06 CSI -Size- ----Lumber---- TC 0.16 2x 4 SP-#2 BC 0.31 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- 2-15 BC Cont. 0- 0- 0 4- 2-15 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' 4.2' BC V 0 10 0.0' 4.2' TC V -40 -30 0.0' -12 -9 4.2' BC V 0 -10 0.0' 0 -3 4.2' Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Robbins Engineering, Inc./Online Plus'" Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 271 71 11- 5 1- 8 Hz = -21 C 262 36 1- 8 1- 8 Hz = 40 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.16 20 C 0.00 0.16 --------Bottom Chords --------- A -C 0.31 25 T 0.00 0.31 ------------- Webs ------------- C -B 0.01 84 C WindLd TL Defl -0.01" in A -C L/999 LL Defl 0.01" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.27 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. For proper installation of toe -nails, refer to the 2001 National Design Specification (NDS) for Wood Construction 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: Robbins Engineering, Inc./Online Plus' 0 1996.2006 Version 19.0.028 Engineering • Portrait 11/10/2006 8:10:15 AM Page 1 FBC2004 Girder King Jack Loading TC and BC Setback 3- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 84 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#E95251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SB42CATTR EJ7 26 ENDJ 70000 6 1- 2- 0 0 ENGLE/SB42CATTR/M#18122 3-10-3 HO 4-3 HO 3-10-3 TCI .1-2-0 .1 BC y I I W:308 R: 377 U: 104 I 7-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 99 Online Plus -- Version 19.0.028 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 10-NOV-06----------Top Chords ---------- A -B 0.55 91 C 0.00 0.55 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.55 2x 4 SP-#2 A -C 0.67 0 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) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC TL Defl -0.17" in A -C L/461 LL Defl -0.08" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -B 0.28 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. For proper installation of toe -nails, refer to the 2001 National Design Specification (NDS) for Wood Construction Jt React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by: A 377 104 3- 8 1- 8 East Coast Lumber Hz = 185 Analysis Conforms To: C 244 9 1- 8 1- 8 FBC2004 B 215 158 1- 8 1- 8 OH Loading Robbins Engineering. Inc./Online Plus- 0 1996.2006 Version 19.0.028 Engineering - Portrait 11/10/2006 8:10:16 AM Pagel 2-16d toenails 2-16d toenails Scale: 0.481" = 1' Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 91 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E A EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. Job SB42CATTR Mark EJ7A Quan 6 Type SP Span 70000 P1-H1 6 Left OH Right OH 1- 2- 0 0 Engineering ENGLE/SB42CATTR/M#18122 HO 4-3 BO 2-10-3 B i TOENAIL 3x4 i 6 G 3-10-3 1-0-OD 2x4 . 1-0-OC F ' TOENAIL 2x4 D i C A 4x6 0 r E 4x6 o i 6 I w:400 R: 407 U: 104 BC! 2-4-0 2-0-0 2-8-0 7-0-0 ALL PLATES ARE LOCK20 Scale: 0.481' = 1' Online Plus -- Version 19.0.028 RUN DATE: 09-NOV-06.•- CSI -Size- ----Lumber---- TC 0.47 2x 4 SP-#2 BC 0.49 2x 4 SP42 WB 0.84 2x 4 SP-#3 Brace truss as follows: O.C. From TC Cont. 0- 0- 0 BC Cont. 0- 0- 0 Robbins Engineering, Inc./Online Plus - A -F 0.06 433 C 0.00 0.06 F -G 0.13 387 C 0.00 0.13 G -B 0.47 83 T 0.00 0.47 --------Bottom Chords --------- * -E 0.17 375 T 0.04 0.13 E -D 0.24 387 T 0.05 0.19 D -C 0.49 0 T 0.00 0.49 ------------- Webs ------------- E -F 0.13 113 C 0.00 0.13 D -G 0.84 262 T 0.07 0.77 To TL Defl -0.09" in E -D 7- 0- 0 LL Defl -0.05" in E -D 7- 0- 0 DL Defl 0.00" at Hz Disp LL DL 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 it C 0.02" 0.01" Shear // Grain in D -C L/839 L/999 L/999 TL 0.02" 0.23 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI E LOCK 4.Ox 6.0-0.6 2.6 0.35 D LOCK 4.Ox 6.0 0.2-0.5 0.44 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx For proper installation of A 408 105 4- 0 1- 8 toe -nails, refer to the 2001 Hz = 185 National Design Specification C 256 49 1- 8 1- 8 (NDS) for Wood Construction B 177 118 1- 8 1- 8 Hz = 99 NOTES: Trusses Manufactured by: Membr CSI P Lbs Axl-CSI-Bnd East Coast Lumber ----------Top Chords---------- Analysis Conforms To: Robbins Engineering, IncJOnline Plus"' 0 1996-2006 Version 19.0.028 Engineering - Portrait 11110i,2006 8:10:17 AM Pagel FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 433 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. Job SB42CATTR Mark EJ3 Quan Type 2 ENDJV Span 30000 P1-H1 Left OH Right OH 6 1- 2- 0 0 Engineering ENGLE/SB42CATTR/M#18122 Ho 4-3 Ho 1-10-3 - 2x4 I 1 I 6 t I 1-10-3 • t 2x4 A ( c . x4 2-16d toenails it W:800 R: 264 U: 73 BC 1 . i 3-0-0 3-0-0 ALL PLATES ARE LOCK20 Scale: 0.737" = 1' Online Plus -- Version 19.0.028 RUN DATE: 10-NOV-06 CSI -Size- ----Lumber---- TC 0.10 2x 4 SP-#2 BC 0.20 2x 4 SP-#2 WB 0.01 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 0- 0 BC Cont. 0- 0- 0 3- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus - Hz = 69 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.10 34 C 0.00 0.10 --------Bottom Chords --------- A -C 0.20 53 T 0.00 0.20 ------------- Webs ------------- C -B 0.01 92 C WindLd TL Defl -0.01" in A -C L/999 LL Defl 0.00" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.17 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. For proper installation of toe -nails, refer to the 2001 National Design Specification (NDS) for Wood Construction Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx NOTES: A 264 73 8- 0 1- 8 Trusses Manufactured by: Hz = 36 East Coast Lumber C 268 64 1- 8 1- 8 Analysis Conforms To: Robbins Engineering. Inc./Online Plus"' 0 1996.2006 Version 19.0.028 Engineering . Portrait 11/10/2006 8:10.17 AM Page 1 FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 92 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. DESIGNER: JLW Job SB42CATTR MarkQuan CJS 8 Type Span P1-H1 JCA2 S0000 6 Left OH Right OH 1- 2- o 0 Engineering ENGLE/SB42CATTR/M#18122 HO 4-3 Ho 2-10-3 TCI-- 1-Z-0-. �_.... _ ._ _ 5-0-0' - - - 2-16d toenails I 6: I 2-10-3 i 2x4 I A i Y 4 i C 2-16d toenails (-c Ly _ i w:400 R: 300 U: 84 BC! 5-0-0 --- I - 5-0-0 - -I ALL PLATES ARE LOCA20 Scale: 0.603" = t' Robbins Engineering, Inc./Online Plus - Hz = 71 Online Plus -- Version 19.0.028 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 10-NOV-06----------Top Chords ---------- A -B 0.27 65 C 0.00 0.27 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.27 2x 4 SP-#2 A -C 0.43 0 T 0.00 0.43 BC 0.43 2x 4 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 0- 0 BC Cont. 0- 0- 0 5- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC TL Defl -0.04" in A -C L/999 LL Defl -0.02" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -B 0.19 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. For proper installation of toe -nails, refer to the 2001 National Design Specification (NDS) for Wood Construction Jt React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by: A 300 84 4- 0 1- 8 East Coast Lumber Hz = 132 Analysis Conforms To: C 231 7 1- 8 1- 8 FBC2004 B 153 113 1- 8 1- 8 OH Loading Robbins Engineering. Inc./Online Plus" 0 1996.2006 Version 19.0.028 Engineering - Ponrall 11/10/2006 8.10:18 AM Pagel Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 65 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. Job SB42CATTR Mark CJ3 Quan Type 8 JCA2 Span P1-H1 30000 6 Left OH Right OH 1- 2- 0 0 Engineering ENGLE/SB42CATTR/M#18122 Ho 4-3 HO 1-1073 TC� - 1-2-Q 370-0 _..- 6 ' 2-16d toenails 1-10-3 2x4 A V. 0 2-16d toenails w:400 R: 262 U: 64 Bcl 3-0-0 3-0-0 1 ALL PLATES ARE LOCK20 Scale: 0.643" = 1' Robbins Engineering, Inc./Online Plus - Hz = 42 Online Plus -- Version 19.0.028 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: i0-NOV-06----------Top Chords ---------- A -B 0.10 38 C 0.00 0.10 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.10 2x 4 SP-#2 A -C 0.22 0 T 0.00 0.22 BC 0.22 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 0- 0 BC Cont. 0- 0- 0 3- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC TL Defl -0.01" in A -C L/999 LL Defl 0.00" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.17 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. For proper installation of toe -nails, refer to the 2001 National Design Specification (NDS) for Wood Construction Jt React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by: A 262 64 4- 0 1- 8 East Coast Lumber Hz = 78 Analysis Conforms To: C 218 5 1- 8 1- 8 FBC2004 B 92 68 1- 8 1- 8 OH Loading Robbins Engineering, Inc./Online Plus- 0 1996.2006 Version 19.0.028 Engineering - Portrait 11/102006 8:10:18 AM Page 1 Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 38 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 S 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. Job Mark uan Type Span P1-H1 Left OH Right OH Engineering Q SB42CATTR CJI 12 JCA2 10000 6 1- 2- 0 0 ENGLE/SB42CATTR/M#18122 10-3 HO 4-3 HO 10-3172 6 c 2-16d toenails 2-16d toenails W:400 R: 235 U: 46 BC; 1-0-0 I; 1-0-0 i { ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus"' Hz = 12 Online Plus -- Version 19.0.028 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 10-NOV-06----------Top Chords ---------- A -B 0.03 18 T 0.00 0.03 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.03 2x 4 SP-#2 A -C 0.04 12 T 0.00 0.04 BC 0.04 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 0- 0 BC Cont. 0- 0- 0 1- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Cases) Plus 1 UBC LL Load Cases) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC TL Defl 0.00" in A -C L/999 LL Defl 0.00" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.06 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. For proper installation of toe -nails, refer to the 2001 National Design Specification (NDS) for Wood Construction Jt React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by: A 235 46 3- 8 1- 8 East Coast Lumber Hz = 23 Analysis Conforms To: B 48 17 1- 8 1- 8 FBC2004 C 205 4 1- 8 1- 8 OH Loading Robbins Engineering. Inc./Online Plus- 0 1996.2006 Version 19.0.028 Engineering - Portrait 11110/2006 8:10:19 AM Pagel Scale: 0.716" = 1' Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 9 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. Job Mark Quan Type Span Pl-H1 Left OH Right OH I Engineering SB'33SHRT H40 1 2 HHIP 91008 3 1- 2- 0 0 ENGLE HOMES/SB33SHRT/3786**W/STPLTSHGRS,JLW HO 2-0-14 HO 3-14 TC: 1-2-0 7-0-0 2-10-8 t 4x4 3x6 2-0-14 BC` I ' u W:400 HGR R: 669 R: 878 U: 187 U: 245 Online Plus -- Version 18.0.014 RUN DATE: 22-NOV-05 CSI -Size- ----Lumber---- TC 0.54 2x 4 SP42 BC 0.68 2x 4 SP42 WB 0.48 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9-10- 8 BC Cont. 0- 0- 0 9-10- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 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 50 38 7.0' 8.9' TC V -40 -30 8.9' 9.9' BC V 0 13 7.1' 8.9' BC V 0 -10 8.9' 9.9' BC V 280 280 7.1' CL-LB Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC _9-10-8 9-10-8 - - 9-10-8 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 669 187 4- 0 1- 0 Hz = 53 D 878 246 3- 8 1- 1 Hz = 96 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.54 1269 C 0.02 0.52 B -C 0.20 1233 C 0.01 0.19 --------Bottom Chords --------- * -E 0.68 1233 T 0.14 0.54 E -D 0.38 68 T 0.00 0.38 ------------- Webs ------------- E -B 0.02 163 C E -C 0.48 1498 T D -C 0.14 895 C WindLd LL Defl -0.06" in A -E L/999 TL Defl -0.13" in A -E L/828 Shear // Grain in B -C 0.27 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI E LOCK 3.Ox 4.0 1.0 Ctr 0.93 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Scale: 0.562" = 1' Girder Half Hip Framing King Jacks Jack Open Faced Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 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 1269 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 11n22005 3:47:47 PAd Page 1 Job Mark Quan Type Span Pl-Hl Left OH Right OH I Engineering SB33SHRT H41 1 2 MONO 91008 3 1- 2- 0 0 ENGLE HOMES/SB33SHRT/3786**W/STPLTSHGRS,JLW HO 3-14 HO 2-9-8 --1-2-0 _._.I_. --- - 9-0-0 _._ 10-8 J 4x4 E 31 2x4 2x4 i G 2-6-14 'r 3x3 A C 3x8 i t t I I W:400 HGR R: 486 R: 397 U: 131 U: 34 BCI 9-10-8 ALL PLATES ARE LOCK20 Scale: 0.564" = 1' Robbins Engineering, Inc./Online Pluses Hz = 122 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 22-NOV-05----------Top Chords ---------- A -G 0.53 761 C 0.00 0.53 CSI -Size- ----Lumber---- G -E 0.28 58 C 0.00 0.28 TC 0.53 2x 4 SP-#2 E -B 0.04 30 C 0.00 0.04 BC 0.80 2x 4 SP42--------Bottom Chords --------- WB 0.24 2x 4 SP-#3 A -C 0.80 752 T 0.09 0.71 ------------- Webs ------------- Brace truss as follows: G -C 0.24 729 C O.C. From To E -C 0.03 185 C TC Cont. 0- 0- 0 9-10- 8 C -B 0.02 50 C WindLd BC Cont. 0- 0- 0 9-10- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC LL Defl -0.21" in A -C L/528 TL Defl -0.34" in A -C L/322 Shear // Grain in A -C 0.31 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 C LOCK 3.Ox 8.0-0.5 Ctr 0.74 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 487 131 4- 0 1- 0 Trusses Manufactured by: Hz = 66 East Coast Lumber C 397 35 3- 8 1- 0 Analysis Conforms To: Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 1122/2005 3:47:48 PM Page 1 FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. 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 761 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 Pl-H1 Left OH Right OH Engineering SB33SHRT M41 1 7 MONO 91008 3 1- 2- 0 0 ENGLE HOMES/SB33SHRT/3786**W/STPLTSHGRS.JLW 2-9-8 HO 3-14 TCI_ 1-2-0 - - -- ---- 9-10-8 •-- 1 w:400 R: 486 U: 131 BCj - - -4-10-8 ' 9-10-8 -- ALL PLATES ARE LOCR20 Online Plus -- Version 18.0.014 RUN DATE: 22-NOV-05 CSI -Size- ----Lumber---- TC 0.52 2x 4 SP-#2 BC 0.79 2x 4 SP-#2 WB 0.30 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9-10- 8 BC Cont. 0- 0- 0 9-10- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus - Hz = 133 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -D 0.52 788 C 0.00 0.52 D -B 0.31 50 C 0.00 0.31 --------Bottom Chords --------- A -C 0.79 780 T 0.09 0.70 ------------- Webs ------------- D -C 0.30 809 C C -B 0.03 137 C WindLd LL Defl -0.21" in A -C L/526 TL Defl -0.34" in A -C L/324 Shear // Grain in A -D 0.26 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 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: Jt React Uplft Size Req'd East Coast Lumber Lbs Lbs In-Sx In-Sx Analysis Conforms To: A 487 131 4- 0 1- 0 FBC2004 Hz = 74 OH Loading C 399 104 3- 8 1- 0 Soffit psf 2.0 Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering -Portrait 1122/2005 3:47:48 PM Pagel HO 2-9-8 2x4 HGR R: 399 U: 103 Scale: 0.565" = 1' Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 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 809 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 I Engineering SB33SHRT HJ7P 1 2 MONO 91013 2.121 1- 7-13 0 ENGLE HOMES/SB33SHRT/3786**W/STPLTSHGRS,JLW HO 3-12 HO 2-0-12 9_10^13---- 2x4 B - 2.121 -- 3x3 D 2-0-12 3x3 A C 3x3 i �I W:108 R: 289 U: 143 C I W:511 W:108 R: 498 R: 397 U: 156 U: 55 BC _. ._.... __ . 9-10-139-10-13 -- I ALL PLATES ARE LOCK20 Scale: 0.465" = 1' Online Plus -- Version 18.0.014 RUN DATE: 22-NOV-05 CSI -Size- ----Lumber---- TC 0.56 2x 4 SP42 BC 0.96 2x 4 SP-#2 WB 0.49 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9-10-13 BC Cont. 0- 0- 0 9-10-13 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 9.9' BC V 0 10 0.0' 9.9' TC V -40 -30 0.0' 45 34 9.9' BC V 0 -10 0.0' 0 11 9.9' 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 498 156 5-11 1- 0 Hz = 72 B 290 143 1- 8 1- 0 Hz = 100 C 397 55 1- 8 1- 0 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -D 0.56 1387 C 0.01 0.55 D -B 0.46 57 T 0.00 0.46 --------Bottom Chords --------- A -C 0.96 1394 T 0.25 0.71 ------------- Webs ------------- D -C 0.49 1422 C C -B 0.01 0 T WindLd LL Defl -0.19" in A -C L/574 TL Defl -0.31" in A -C L/361 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 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 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 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 1422 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER S SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering. Inc./Online Plus" 0 1996.2005 Version 18.0.014 Engineering - Portrait 11222005 3:47:49 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SB33SHRT EJ7P 1 4 ENDJO 70000 3 1- 2- 0 0 ENGLE HOMES/SB33SHRT/3786**W/STPLTSHGRS,JLW 2-0-14 HO 3-14 TC: 1-2-0 I 7-0-0 2x4 A F I I I w:400 R: 373 U: 105 BC. 31 �..- .. 74 -0 _ 7-0-0 ..._ .... _ . ALL PLATES ARE LOCE20 Robbins Engineering, Inc./Online Plus`" Hz = 43 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 22-NOV-05----------Top Chords ---------- A -B 0.53 29 C 0.00 0.53 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.53 2k 4 SP-#2 A -C 0.63 43 T 0.00 0.63 BC 0.63 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/987 TL Defl -0.17" in A -C L/449 Shear // Grain in A -B 0.26 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 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 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 373 105 4- 0 1- 0 Design checked for LL on BC Hz = 66 per BOCA (section 1606.2.3) B 211 78 1- 8 1- 0 and IBC/IRC-2003. C 245 0 1- 8 1- 0 Design checked for 10 psf non - Robbins Engineering. Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 11222005 3:47:49 PM Pagel HO 2-0-14 I W:108 R: 211 U: 77 W:108 R: 244 i Scale: 0.567" = 1' concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: ; 120 mph Mean Roof Height: 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 29 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 SR33SHRT Mark CJSP Quan Type 1 4 ENDJO Span 50000 Pl-H1 3 Left OH Right OH 1- 2- 0 0 Engineering ENGLE HOMES/SB33SHRT/3786**W/STPLTSHGRS,JLW Ho 3-14 HO 1-6-14 TC _ 1-2-0 _ _` 5-0-0 B 1-6-14 2x4 A I C i W:108 R: 48 U: 54 I W:400 W:108 R: 295 R: 232 U: 88 BC; ... �-----.__.- .---'5-0-0-_- -- - I '`-I -- 5-0-0 ALL PLATES ARE LOCK20 Scale:-O.572" = 1' Robbins Engineering, Inc./Online Plus - Hz = 31 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 22-NOV-05----------Top Chords ---------- A -B 0.25 20 C 0.00 0.25 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.25 2x 4 SP-#2 A -C 0.38 30 T 0.00 0.38 BC 0.38 2x 4 SP-#2 LL Defl -0.02" in A -C L/999 Brace truss as follows: TL Defl -0.04" in A -C L/999 O.C. From To Shear // Grain in A -C 0.18 TC Cont. 0- 0- 0 5- 0- 0 DL Defl 0.00" at L/999 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) 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 296 89 4- 0 1- 0 Design checked for LL on BC Hz = 47 per BOCA (section 1606.2.3) B 149 54 1- 8 1- 0 and IBC/IRC-2003. C 232 0 1- 8 1- 0 Design checked for 10 psf non - Robbins Engineering. Inc./Online Plus"' 0 1996.2005 Version 18.0.014 Engineering - Portrait 11/222005 3:47:50 PM Page 1 concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 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 20 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-Hl Left OH Right OH Engir:eeri►rg Sh33SHRT CJ3P 4 ENDJO 30000 3 1- 2- o 0 ENGLE HOMES/SB33SHRT/3786**W/STPLTSHGRS,JLW HO 3-14 Ho 1-0-14 Tci-- - - 3-00-0.-_.--- •------......_....' f R:, i86 I U:, 131 i W:400 W:108 R: 257 R: 219 U: 72 U: 1 BC: -F-- - _-.- - 3-0-0 - .... _ .. ,. ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus' Hz = 18 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 22-NOV-05----------Top Chords ---------- A -B 0.14 11 C 0.00 0.14 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.14 2x 4 SP-#2 A -C 0.17 17 T 0.00 0.17 BC 0.17 2x 4 SP-#2 Brace truss -as follows: O.C. From To TC Cont. 0- 0- 0 3- 0- 0 BC Cont. 0- 0- 0 3- 0-•0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) LL Defl -0.01" in A -C L/999 TL Defl -0.01" in A -C L/999 Shear // Grain in A -C 0.18 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area 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 258 72 4- 0 1- 0 Design checked for LL on BC Hz = 27 per BOCA (section 1606.2.3) B 87 31 1- 8 1- 0 and IBC/IRC-2003. C 220 2 1- 8 1- 0 Design checked for 10 psf non - Robbins Engineering, Inc./OnGne Plus- O 1996-2005 Version 18.0.014 Engineering - Portrait 1122/2005 3:47:50 PM Pagel Scale: 0.761" = 1' concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 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 11 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER S SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Spa,; P1-Hl Left OH Right OH I Engineering SB33SHRT CJIP 4 ENDJO 10015 3 1- 2- 0 0 ENGLE HOMES/SB33SHRT/3786**W/STPLTSHGRS,JLW 7-2 HO 3-14 HO 7-2 TC - •----1-2-0 '-'•--'--- -- 1-0-15----'--.. 3, n� w:108 R: 1;44 U :, '41 i W:400 W:108 R: 203 R: 170 U: 55 U: 7 Ec 1-0-15 it -, - __ 1-0-15 _ ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- OnlinePlus -- Version 18.0.014--------Bottom Chords --------- RUN DATE: 22-NOV-05 CSI -Size- .TC 0.00 2x 4 SP42 ,BC 0.00 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 0-15 BC Cont. 0- 0- 0 1- 0-15 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 LL Defl 0.00" in A -C L/999 TL Defl 0.00" in A -C L/999 Shear // Grain in A -A 0.00 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: Plus 5 Wind Load Case(s) Trusses Manufactured by: Plus 1 UBC LL Load Case(s) East Coast Lumber Analysis Conforms To: Checked for NonConcurrent 200 FBC2004 Lbs Moving Point Load applied OH Loading at Panel Points and Mid -panel Soffit psf 2.0 on BC Excessive Left OH condition. Max allowable length is Jt React Uplft Size Req'd 0- 1- 0. Support end or Lbs Lbs In-Sx In-Sx provide level return. A 203 56 3- 8 1- 0 Design checked for LL on BC B 145 41G 1- 8 1- 0 per BOCA (section 1606.2.3) C 171 8 1- 8 1- 0 and IBC/IRC-2003. G = Gravity Uplift Design checked for 10 psf non - Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering • Pomeft 11/22/2005 3:47:51 PM Page 1 Scale: 1.051" = 1 concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 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 41 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 b BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW 50-0-0 47-4-0 2-8-0 PLANS REVIEWED OFF1Ct ;ITY OFSANFORD SANTA BARBARA 2 CAR ELEVATION 4 WITH ATTIC BONUS TRAY FLOOR NOTE UPLIFT IS A RESULT OF WINDLOADS OCCURING ACROSS THE TOP CHORD OF A TRUSS. TRUSSES WITHIN A FLOOR SYSTEM ARE NOT SUBJECTED TO THESE WINDLOADS AND THEREFORE DO NOT HAVE UPLIFT, UNLESS THE FLOOR IS BEING USED TO TRANSFER LOADS FROM A BEARING WALL ABOVE TO A BEARING WALL BELOW. EAST COAST LUMBER TRUSS DIVISION CUSTOMER: ENGLE HOMES JOB NAME: DATE: 1 1-6-06 PAGE 1 OF 2 SB42CATTF IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 61GISS-31.003 (3) (c), EAST COAST LUMBER IS THE "TRUSS DESIGN ENGINEER". TRUSSES ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004. ALL OTHER BUILDING CODE DESIGN REQUIREMENTS ARE BY OTHERS. (V (V _m 0-1 L1J I— Ln Q 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. 9-4-0 PLATE HT I I HELD BACK 1 " (TYP) T_ 181, Cal DESIGN BY: ACJ ACAD BY: JLW DESIGN CRITERIA COUNTY: — CODE: FBC—ASCE 7 LOADING: 559s1 MWF SPEED: 12D N.P.H. SCALE: 1/8" - 1'-0' EXPOSURE CATEGORY = B MEAN HEIGHT: 25'-0- IMPORTANCE FACTOR = 1 BUILDING TYPE: = ENCLOSED TRUSS SPACING 19.2' Ai 24' D.C. EXCEPT AS WO GRAVIITTYU LOADS FLOOR ROOF TC LIVE: 4Dpsf TC LIVE: 20ps1 TC DEAD: IDpsf TC DEAD: 15pst SC LIVE: DOpsl BC LIVE. DOpsf BC DEAD: 05psf BC DEAD: 05psf OUR FACTOR: 1 00 DUR FACTOR: 1.25 ADDITIONAL LOADS PER FBC a FRC NON —CONCURRENT BC LL 1Dpsf 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 B,G,H) NON —CONCURRENT BC MOVING LL 2001 FBC TABLE 1607.1.31 DEFINITIONS MWF = MAIN WIND FORCE TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SOIARE FOOT A = POUNDS Fe" CD E 50-0-0 47-4-0 2-8-0 30-8-0 50-0-0 PLANS REVIEWED CITY OF SANFORE SANTA BARBARA 2 CAR ELEVATION 4 WITH ATTIC BONUS TRAY ROOF 12 6� 0-4-3 f TYPICAL END 14" 4 DETAIL 12 8F 0-8-13 FRONT ENTRY 14" 4" ONLY 12 4� 0-4-3 F7Pr)MT P MTRY 14" 1 14" ONLY 12 71 -,- VERTICAL HELD BACK 1" TYPICAL 7-6-2 ® ATTIC TRUSSES 1 2X8 B.C. 1111,11 14"Fig END DETAIL "A' EAST COAST LUMBER TRUSS DIVISION CUSTOMER: ENGLE HOMES JOB NAME: DATE: 1 1-6-06 PAGE 2 OF 2 SB42CATTR N N 00 w I— V) a IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 61G15S-31.003 (3) (c). EAST COAST LUMBER IS THE 'TRUSS DESIGN ENGINEER'. TRUSSES ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004. ALL OTHER BUILDING CODE DESIGN REQUIREMENTS ARE BY OTHERS. ® 2255 AVOCADO AVE. MELB., FL. 32935 OFFICE: (321)254-1581 FAX: (321)254-1582 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. DESIGN BY: ACJ ACAD BY: JLW DESIGN CRITERIA COUNTY: - CODE: FBC-ASCE 7 LOADING: TILE MWF SPEED: 120 N.P.H. SCALE: 1/8' = 1'-0' EXPOSURE CATEGORY = B MEAN HEIGHT: 25'-0' IMPORTANCE FACTOR 1 BUILDING TYPE: = ENCLOSED TRUSS SPACING 24' O.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF TC UVE: 4Dpsf TC UVE: 20psf TC DEAD: 10psf TC DEAD: 15psf BC UVE: OOpsf BC LIVE: OOpsf BC DEAD: 05psf BC DEAD: 05psl DUR FACTOR: 1.00 DUR FACTOR 1.25 ADDITIONAL LOADS PER FBC & FRC NON —CONCURRENT BC LL IOpsf 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 B.G.H) NON —CONCURRENT BC MOVING LL 2001 FBC TABLE 1607.1.31 DEFINITIONS MWF = MAN WIND FORCE TC = TOP CHORD BC m BOTTOM CHORD LL = LIVE LOAD OL = DEAD LOAD psi - POUNDS PER SOUARE FOOT A = POUNDS CJ3P CJ5P 0 EJ7P UP 33-0-0 ol I— m to U U U W) c U U U ✓> i i z 1 0 x i x i t a i iH LEDGER BY� BLDR. PLANS REVIEWED ,FF\CE CITY OF SANFORD CJ1P CJ3P CJ5P ENP EJ7P 0-3 EAST COAST LUMBER TRUSS DIVISION CUSTOMER: ENGLE HOMES JOB NAME: 1OX33 PORCH DATE: 10-20-99 REVISED: 1 1-07-05 SB33SHRT IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 61G15S-31.003 (3) (c). EAST COAST LUMBER IS THE 'TRUSS DESIGN ENGINEER'. TRUSSES ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004. ALL OTHER BUILDING CODE DESIGN REQUIREMENTS ARE BY OTHERS. 2255 AVOCADO AVE. MELB., FL. 32935 ® OFFICE: (321)254-1581 FAX: (321) 254-1582 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. DESIGN BY ACJ ACAD BY KSM COUNTY: — CODE: FBC—ASCE 7 LOADING: TILE MWF SPEED: 120 M.P.H. SCALE: 1/8' = 1'-0" EXPOSURE CATEGORY = 8 MEAN HEIGHT: 15'-0' IMPORTANCE FACTOR = I '. BUILDING TYPE: = ENCLOSED TRUSS SPACING 24" O.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF TC LIVE: 40psf TC UVE: 20psl IC DEAD: 10psf TC DEAD: 15psf BC LIVE: OOpsf BC LIVE: OOpsf BC DEAD: 05pst BC DEAD: 05pst OUR FACTOR: LOD OUR FACTOR: 1.25 ADDITIONAL LOADS PER FBC & FRC NON —CONCURRENT BC LL 10psf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B) CONCURRENT 8C STORAGE LL 20pst FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B.G.H) NON —CONCURRENT SC MONNG LL 2001 F8C TABLE 1607.1.31 DEFINITIONS MWF = MAIN WAND FORCE IC = TOP CHORD BC = BOTTOM CHORD LL = LINE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT ® = POUNDS _ _ 'o oOFF�GE -a•