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450 Kays Landing Dr 07-1875 SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER fie. PROPERTY OWNER L ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE mod ; r SUBDIVISIO PERMIT # 0 70b I I %8S DATE li/ t o -7 PERMIT DESCRIPTION new J IF PERMIT VALUATION ap 9 SQUARE FOOTAGE 3 41-Z- I of-i 9c,3 �,4 L--oz D C7 C7 m con cln 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 . . . . . . 10/16/07 Parcel Number . . . . . 34.19.30.520-0000-1440 Property Address . . . 450 KAYS LANDING DR SANFORD FL 32771 Subdivision Name . . . Legal Description . . . Property Zoning . . . . PUD Owner . . . . . . . . . Contractor Engle Homes ENGLE HOMES ORLANDO 407 249-3500 Application number 07-00001875 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . . . TYPE VB Occupancy type . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . NONE Approved . . 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 Expires February 28.2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Al. Building Owner's Name Tousa Homes, Inc. I Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Company NAIC Number I 450 Kays Landing Drive City Sanford State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 144, Kay's Landing, Phase 2, Plat Book 69, Pages 43-44, Seminole County, Florida. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 28d47'46.89" N Long. 8ldl8'18.36" 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 580 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 8 Community Number B2. County Name B3. State CITY OF SANFORD 120294 1 SEMINOLE I FL 7:1 B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117C 0045 E 04-17-1995 04-17-1995 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) Bl 1. Indicate elevation datum used for BFE in Item 89: ® 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 a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 36.35 ® feet ❑ meters (Puerto Rico only) N/A. ® feet ❑ meters (Puerto Rico only) N/A. ® feet ❑ meters (Puerto Rico only) 35.72 ® feet ❑ meters (Puerto Rico only) 35.49 ® feet ❑ meters (Puerto Rico only) 35.1 ® feet ❑ meters (Puerto Rico only) 35.9 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name Ronald W. Her, P.L.S. License Number LS4907 Title Manager of Survey -Central Florida Region Company Name IBI Group, Inc. Address 2603 fjdaiiland Center Parkwpy, Suite C City Maitland State FL ZIP Code 32751 660-2120 ;I 8EkF_ 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 450 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. Date 09-28-07 v - ® Check here if attachments ION E - BUILDING AT ON INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature. Date Comments,. p 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 450 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. ., , i.yaq Z[y4 jM ee FRONT VIEW (Date of photograph: 09-26-07) 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 450 Kays Landing Drive City Sanford State FL ZIP Code 32771 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." REAR VIEW (Date of photograph: 09/26/07) - c t, '� `ram "r •ti �sr^;'` — _ - NO A r ,, bI-1Y�)5 CCL IBI November 7, 2005 City of Sanford Building Division PO Box 1788 Sanford, FL 32772-1788 To Whom It May Concern: Re: Lot 144 — 450 Kays Landing, Sanford, FL 32771 The finished floor elevation of the structure located at 450 Kays Landing, Sanford, FL 32771, Lot 144, 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 of l roup 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 Z)7-- /975 IBI GROUP N GLE IBI GR 0 UP, Inc. AUTHORIZATION 4LB5610 ENGINEERS SURVEYORS PLANNERS LANDSCAPE ARCHITECTS ENVIRONMENTAL CONSULTANTS 2200 PARK CENTRAL BLVD. N., SUITE 100 2603 MAITLAND CENTER PARKWAY, SUITE C POMPANO BEACH, FLORIDA, 33064 MAITLAND. FLORIDA, 32751 (954) 974-2200 (407) 660-2120 KAY' S LANDING PHASE 2 NATIONAL FLOOD INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE COMMUNITY NUMBER PANEL NUMBER 120294 12117CO040E NORTHEAST 114 OF SECTION J4, TOWNSHIP 19 MAP REVISION 0511711995 SOUTH, RANGE JO EAST, SEM/NOLE COUNTY, FLORID FLOOD ZONE Y BEING S 00-14'40" E. AN ASSUMED MERIDIAN. ELEVA77ONS DERIVED BY S/TE BENCH MARKS SUPPLIED BY THE PLATTING SURVEYOR. L E G E N D R= RADIUS L= ARC DISTANCE 6= CENTRAL ANGLE rA/C CENTERL NE CONDITIONER SLAB Q.E. = DRAINAGE EASEMENT L.M.E. LAKE MAINTENANCE EASEMENT U.E. UTILITY EASEMENT F.F. FINISH FLOOR FHYD. = FIRE HYDRANT W.M. a WATER METER W.V. a WATER VALVE D SET WITH NUMBER iS OTHERWISE NOTEC NaD = SETNNAILtlAND DISC L.B. 5610 PC = POINT OF CURVATURE PCC = POINT OF COMPOUND CURVATURE sr PRC PPOINTOOFI REVERSEIOCURVATURE CAN. m CABLE TV L.P. = LIGHT POLE EPT LEC. POINTCOFI TANRVICE GENCY ® = EXISTING ELEVATION LOCATION SKETCH (NOT TO SCALE) IBI GROUP SCALE: 1" = 30' L.S.. S. 56) £L. JJ 77' J.7 34.11 -3�1 34.6 N C+ LOT 143 .0 34.8 N�� m O pod is \ %P. af\Q tea } 13 10 35.2 10 cj U / 5� Ndp '�_J £la J� 10. \ LOT 144 o 34.5 A. a, / ,✓ \ ONE STORY RESIDENCE450 Jc^ / 15 \ 35.3 A `a'N.o Oo 5 SEIla CAR. EL. J5.72' O� 4.36 \ 35.4 35.4 l'0�1 `01 \ LOT 145 LOT 146 S��iP/� 35.6 I / � 0O' 51 S I 34.9 / LEGAL DESCRIPTION. Lot 144, Kays Landing, Phase 2, according to the Plat thereof, as recorded in Plat Book 69, at Page 4J-44, of the Public Records, Seminole County, Florida. N-) I. 1. 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 /S FOR INFORMATIONAL 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY �— PURPOSES ONLY AND /S NOT VALID. ADDITIONS OR DELETIONS /B/ GROUP, INC. FOR EASEMENTS AND OR RIGHTS — TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING OF —WAY OF RECORD. PARTY OR OF THE SIGNING PARTY OR PARI)£S. PARTIES /S PROHIBITED WITHOUT WRITTEN CONSENT 5. LOCATIONS ARE L/M/TED 1'0 V15/8LE IMPROVEMY.ENTS ONLU 2 TIES ARE TO THE ABOVE GROUND FOUNDATION OF BUILDING. 6. THIS SUP, i2Y DOES NOT RE�Z£CT OR DETERMINE OWNERSHIP. O 7. THIS SL'RVr1' EY.CEEDS THE M1;111MUTA CLOSURE ACCURACY D O FOR .4 SUBURBAN SURVEY AS REQUIRED /N 61G/7-6.003 a z REVISIONS: DATE: BY: OF RIDA MIN/MUM TECHNICAL STAI✓DARDS. PLOT PLAN 3/21/07 JAM FOUNDATION 7/6/07 JAM 0L �� O FINAL 9/27/07 JAM RON . HERR P.L.S. PROFESSIONAL SURVEYOR and MAPPER 44907 STATE OF FLORIDA DATE OF SURVEY. DRAWN CHECKED FIELD 9/26/07 BY JAM I BY RWH BOOK 721132 CI I V UFSANFORD PERMIT APPLICATION 2 Permit # : 0-7- Date: v fob Address: L Description of Work: 1 1 \3-i-Q Al. IV t' LO k 4 V .7--' L S i 9A./✓1 ~ 1 1'olal Square Footage Historic District: Zoning: Value of Work: S OCID. Permit Type: Building Electrical Mechanical >( Plumbing Fire Sprinkler/Alarm Pool V ,J Electrical: New Service - a of AMPS Addition/Alteration Change of Service TemporaryPole Mechanical: Residential Non -Residential Replacement New _ CX (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: q of Fixtures It of Water & Sewer Lines q of Gas Lines Plumbing/New Residential: It of Water Closets Plumbing Repair - Residential or Commercial _ Occupancy Type: Residential 1�5— Commercial (ndustrial Construction Type: k of Stories: N of Dwelling Units: Flood Zone: (FEMA form required ) owners Name & Address: B4\A/J I -e— Phone: contractor Name &Address: State License Number: (Robert G. Dello Russo 'hone & Far: 3oading Company: Address: liortgage Leader. address: \rehiteet/Eagineer: Phone: \ddress: Fat;: ) .IZ446 L{D-1•5-b6-3D0q 'Lpptication is hereby made to obtain a permit to do the work and installations as indicated. 1-certify that no work or installation has commcnc�d 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 hemhit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR CONDIT(ONERS, etc. )WNER'S AFFIDAV[T: d certify that all of the foregoing information is accurate and that. all work will be done in compliance with all applicable laws regulating vnstruction and main& WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCE ENT MAY RESULT IN YOUR PAYING .-WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSU T WIT YOUR LENDER OR AN \TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 40TICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this p perty may be f in the public records of his county, and there may be additional permits required from otter governmental entities such as water ement hstriexs, state es, or federal agencies. • 6A Wecptance of permit is verification that 1 will notify the owner of the property of the requirements of o i a L' FS 713. Signature ofOwmer/Agent Date S' ureo ontractor/Aw(tent ate ERT G. DELLO R U S6 Print Ownu/Agent's Name Pr• t Contractor/ALett's Signature of Notary -State of Florida Date Signature of Notary -State, of Florida WDt, Owner/ ent is _ Personal) Known to Me or AS Y Contractor/Agent is _Personally Known to Me or Produced ID Produced ID ePPROVALS: ZONING: UTIL: FD: ENG: BLDG: pecial Conditions: ;ev 03/2006 MIRINDA C. TURNER MY COMMISSION Ii DD 667937 R. EXPIRES:June tq,2011 �; PubllallnddMnl:era RP t o Bonded TnrU NOtnrY y 133 21706022 28488 ENGLE HOMES _� 144 KAYS LANDING CITY OF SANFORD PE M11,1PPLICATION 7/ 450 KAYS LANDING DR Application # .V I Submittal Dat /4b7 CARACAS 07-1875 Job Address: `►SC) fl Q� d,_, Value of Work: $ 55169z�? Parcel ID: Zoning: Historic District: Description of Work, D ��) `1' 1sjY1 -ELQ t 1 �J Square Footage: c5(o� ........................................................................................................................ Permit Type: Building ❑ Electricrall X Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS 6 Addition/AIteration ❑ Change of Service ❑ Temporary PolekT )Q Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New. ❑ (Duct Layout.& Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair -Residential ❑ Commercial ❑ Occupancy Type: Residential Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) .......................................................... ................................................ ........ Property Owner.—�lS A MES =Nc Contractor: AQLMEj2_ FI ZCTO C ft 7 Address: ) J315 n%Q+Q-`lJ�L1LJ ��1r Lrt� AZres,� ��nC a��Yl �1�� 799 p on a g� ,L}t-_R[) E-mail: Pone: 1P4��0700 State License Number:CC000g 59 Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: 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 IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 10B SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. and there may be additional permits required from other governmental entities such as water management districts. state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: UTIL: FD: o(Cont rents of Florida Lien Law, S 713. 7 )a)o7 rAgent Date L16��_r s Name Signature of Notary -State of Florida Dal or ►& Notary Public State of Florida 40 *; Pamela S Temus • My Commission DD437139 a n� Expires 08/07/2009 Contractor/Agent is Produced ID ENG: _ BLDG: Special Conditions: Rev 07.07 07 - /S 7S IBI GROUP I I GR 0 UP, Inc. AUTHORIZATION #LB5610 ENGINEERS SURVEYORS PLANNERS LANDSCAPE ARCHITECTS ENVIRONMENTAL CONSULTANTS 2200 PARK CENTRAL BLVD. N., SUITE 100 2603 MAITLAND CENTER PARKWAY, SUITE C POMPANO BEACH, FLORIDA. 33064 MAITLAND, FLORIDA, 32751 (954) 974-2200 (407) 660-2120 KAY' S LANDING PHASE 2 NA77ONAL FLOOD INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE COMMUNITY NUMBER 120294 NORTHEAST 114 OF SECTION 34. TOWNSHIP 19 PANEL NUMBER 12117CO040E SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIL MAP REVISION 0511711995 BEING S 0074'40" E, AN ASSUMED MERIDIAN. FLOOD ZONE X ELEVATIONS DERIVED BY SITE BENCH MARKS SUPPLIED BY THE PLATTING SURVEYOR. L E G E N D: L- ARCUS DISTANCE / O L.B. 5610 CAP "( RC)IRON . UNLESS OTHERWISE NOTED A= CENTRAL ANGLE L.B. - LICENSED BUSINESS A/C AIR CONDITIONER SLAB N&D = SET NAIL AND DISC L.B. 5610 CENTERLINE PC = POINT OF CURVATURE E. 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 CAN. CABLE TV FHYD. FIRE HYDRANT L.P. - LIGHT POLE W.M. WATER METER ELEC. ELECTRIC SERVICE W.V. WATER VALVE PT = POINT OF TANGENCY ® = EXISTING ELEVATION SCALE: l" = So' LOT LOCATION SKETCH (NOT TO SCALE) �'SNd•O L.B. sBlO � Lt..u.77• O_ ON IBI GROUP LEGAL DESCRIPTION. Lot 144, 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. NOTES: 1. UNLESS I BEARS THE SIGNATURE 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 OTHERWISE NOTED. DRAWING, SKETCH, PLAT OR MAP IS FOR /NFORMAIIONAL 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY PURPOSES ONLY AND IS NOT VALID. ADD17IONS OR DEL£77ONS IBI GROUP, INC. FOR EASEMENTS AND OR RIGHTS- �— TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING OF -WAY OF RECORD. PARTY OR PAR77ES IS PROHIS17ED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 5. LOCARONS ARE LIMITED TO VISIBLE IWA'R0vEA#EnTS ONLY. U 2. 71£S ARE TO THE ABOVE GROUND FOUNDATION OF BUILDING. 6. THIS SURVEY DOES Nor R£FLCCT OR OETE'RI.uNE OWNERSHIP. 7THIS SURVEY EXCEEDS T? fE M/N14*0 CLOSURE-AcCIIRACY & O REVISIONS: DATE: BY: FOR A SUBURBAN SURVEY A5-REOU/RED 'IM 6ICi7-C.003 OF F R/DA MINIMUM TECHNICAL STANDARDS a. Z PLOT PLAN 3/21/07 JAM FOUNDATION 7/6/07 JAM - - - ',• RO ' LD W. HERR .L.S. PROFESSIONAL SURVEYOR ynd,MAPPER #4907 STATE OF FLORIDA DATE OF SURVEY. DRAWN CHECKED FIELD 7/3/07 BY JAM 9Y RWH BOOK 72,109 CITY OF SANFORD PERMIT APPLICATION Application # : ©—) U 7 S I �� ' `' Submittal Date: bl I - ) J-) Job Address: Tj c, na4 �� IJ r^ 7 Value of Work: $ S8 o .U7 Parcel H): Zoning: Historic District: Description of Work- Square Footage: Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ / Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Z Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets .3 Plumbing Repair — Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) ........................................................................................................................ ` 1 _,� ADVANTAGE PLUMBING, INC Property Owner: "4 IT" ^—� Contractor: X 1117 Address: Address: SANFORD_ FI QRlne o27i , , , (407) 323-7515 Phone: E-mail: Bonding Company: Address: Arch itect/Engineer: Address: Plan Review Contact Person: Phone: Mortgage Lender: Address: Phone: Fax: State License Number: C J,P,�P/ 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 IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirer" L-e 1 FS 713. /40 % Signature of Owner/Agent Date Signatyk of Contractor ge to Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State o Florida Date MARTHA Y. HALL Notary Public, State of Florida My comm. exp. Feb. 1, 2008 Comm. No. DD 258139 Owner/Agent is _ Personally Known to Me or Contractor/Agent is/----*,, Personally Known to Me or _ Produced ID _ Produced ID APPROVALS: ZONING: UTIL: FD: ENG: BLDG: Special Conditions: Rev 02/2007 ' OFFICE REVISION Project Summary Job: SANTA B ARBARA Date: 8/15/03 (rvsd)sd) Entire House By: VT Del Air Htg,A/C And Refrig For: ENGLE HOMES LOT 140 KAY'S LANDING Notes: OPT 33 - 2 CAR FULL HT BONUS ROOM 'y Design Information Weather: Orlando, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Structure 58440 Btuh Ducts 5844 Btuh Central vent (155 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 64284 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft') 3525 3525 volume (ft') 32687 32687 Air changes/hour 0.28 0.15 Equiv. AVF (cfm) 153 82 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 °F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 44 gr/Ib Sensible Cooling Equipment Load Sizing Structure 56044 Btuh Ducts 5604 Btuh Central vent (155 cfm) 0 Btuh Blower 0 Btuh Use manufacturers data Rate/swing multiplier 1.06 Equipment sensible load 61649 Btuh Latent Cooling Equipment Load Sizing Structure 4616 Btuh Ducts 3672 Btuh Central vent (155 cfm) 0 Btuh Equipment latent load 8288 Btuh Equipment total load 69937 Btuh Req. total capacity at 0.80 SHR 6.4 ton Cooling Equipment Summary Make n/a Trade n/a Cond n/a Coil n/a Efficiency n/a Sensible cooling 0 B u Latent cooling Total cooling �d' - Actual air flow tl0• c m Air flow for .000 Static ur �S 0 0 O D Load s sl . I he f ratio S� Bold/Itallc values have been manual)�very a �iit Printout certified by ACCA to meet all requit ems of Manual J 8th Ed. n/a 0 Btuh 0 °F 0 cfm 0.000 cfm/Btuh 0.00 in H2O n/a ^- Wr-1011tSOfC Right -Suite Residential 6.0.101 RSR20596 2007-Jun-07 16:45:05 ,40CK E:\Files\ENGLE2002\Lotl40KLSantaBarbaraOpt33Bns\Lotl40KLSantaBarbareOpt33Bns.rrp Calc = MJ8 Ori Page 1 Load Multizone Summary Report Del Air Htg,A/C And Refrig Job: SANTA BARBARA Date: 8/15/03 (rvsd) By: VT Infiltration Summary Heating Cooling ZONE NAME Volume ACH AVF HTM Volume ACH AVF HTM ft' cfm Btuh/ft' ft' cfm Btuh/ft' ZONE 1 16130 0.27 72 1.7 16130 0.14 39 0.5 ZONE 2 16556 0.29 81 1.7 16556 0.16 43 0.5 Entire House 32687 0.28 153 1.5 32687 0.15 82 0.5 Load and AVF Summary ROOM NAME Area ft' Htg load Btuh Clg load Btuh Htg AVF cfm Clg AVF cfm LIVING 208 39020 4422 233 171 DINING/FOYER 252 39020 4057 220 157 LAUNDRY 128 39020 1414 80 55 KITCHEN/NOOK 350 39020 7490 322 290 FAMILY 484 39020 14846 365 574 LIBRARY/BDRM5 210 39020 2918 100 113 CABANA/BATH3 84 39020 1056 79 41 ZONE 1 1716 39020 36204 1400 1400 BDRM2 234 30695 2528 173 119 OPEN TO FOYER 126 30695 1036 72 49 BDRM4 224 30695 2191 96 103 BONUS ROOM 458 30695 6844 279 323 MSTR BATH/WIC 300 30695 4333 224 204 MSTR BDRM 360 30695 5079 156 240 BATH2 108 30695 809 38 38 BDRM3 234 30695 2626 162 124 ZONE 2 2044 30695 25445 1200 1200 Entire House 3760 64284 61649 2600 2600 !� + wnghtsaft Right -Suite Residential 6.0. 101 RSR20596 2007-Jun-07 16:45:05 05, E:\Files\ENGLE2002\Lot140KLSantaBarbaraOpt33Bns\Lot140KLSantaBarbara0pt33Bns.rrp Calc = MJ8 Ori Page 1 Job: SANTA BARBARA AED Assessment Date: 8/15/03 (rvsd) Entire House By: VT Del Air Htg,A/C And Refrig Project Information For: ENGLE HOMES LOT 140 KAY'S LANDING Design C. • • Location: Indoor: Heating Cooling Orlando, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (°F) 32 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 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 Adequate Exposure Diversity Hourly Glazing Load Hour of Day Mary * A —pa / AED AMI Maximum hourly glazing load exceeds average by 41.6%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 3712 l3tuh (PFG - 1.3" AFG) Boldfitalic values have been manually overridden �, wnghtspft Right -Suite Residential6.0.101 RSR20596 2007Jun-07 16:45:05 ACCK E:\Files\ENGLE2002\Lo1140KLSantaBarbaraOpt33Bns\Lotl40KLSanlaBarbaraOpt33Bns.rrp Calc = MA Ori Page 1 wriFghtsoft- +Aaftd� Right-J Worksheet Entire House Del Air Htg,A/C And Refrig Job: SANTA BARBARA Date: 8/15103 (rvsd) By: VT 1 Room name Entire House 400.0 ft ZONE 1 189.0 ft 2 Exposed wall 8.7 ft 9.4 ft 3 Ceiling height 4 Room dimensions 3760.0 ft' 1716.0 ft' 5 Room area Ty Construction U-value Or HTM (Btu ft') I Area (ft') or perimeter (ft) Load (Btuh) Area (ft') or perimeter (ft) Load (Stuh) number (Btuh/ft'--'F) Heat Cool I Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-5ocb 0.129 ne 4.13 2.58 338 292 1205 753 338 292 0 1205 284 753 418 �--G 1Actom 1.270 1.270 ne ne 40.64 40.64 59.69 59.69 7 39 0 0. 2B4 1585 418 2328 7 39 0 1 2328 L- G 1Actom 13A-5ocb 0.129 se 4.13 2.58 320 216 893 558 320 216 893 893 558 2807 11 1A-clom 1.270 se 40.64 61.02 46 0 1869 2807 46 9 0 9 1869 366 347 1Aclom 1.270 se 40.64 38.55 9 9 0 366 610 347 915 15 0 610 915 1A-clom 1Aclom 1.270 1.270 se se 40.64 40.64 61.02 38.55 15 14 14 553 524 14 14 553 524 11J0 0.600 se 19.20 18.72 20 20 384 374 20 20 384 0 374 0 Vy 12B-0bw 0.097 se 3.10 1.69 421 318 987 537 0 0 0 0 0 0 I--G 1A-clom 1.270 se 40.64 74.76 40 0 1626 2991 0 0 0 0 1Aclom 1,270 se 40.64 61.41 40 15 1626 2456 0 0 0 0 tAclom 1.270 0.129 se 40.64 4.13 32.93 2.58 23 385 23 334 935 1379 757, 862 385 334 1379 862 Vy �C 13A-5ocb 1A-clom 1.270 sw sw 40.64 61.02 28 0 1138 1709 28 0 1138 1709 � C, 1A-ctom 1.270 sw 40.64 61.02 23 0 935 1404 23 0 0. 935 0 1404 0 yl 12B-Obw 0.097 sw 3.10 1.69 430 415 1288 700 0 0 0 0 0 `G 1Actom 1.270 sw 40.64 61.41 15 6 610 921 0 0 0 0 Vy 12B-Obw 0.097 sw 3.10 1.69 438 415 1288 700 0 0 0 0 �-C 1Aclom 1.270 sw 40.64 43.54 7 4 284 305 0 0 0 0 `G tAclom 1.270 0.129 sw 40.64 4.13 47.91 2.58 16 461 7 267 650 1102 767 689 461 267 1102 689 13A-5ocb 1A-ctomd 1.270 nw nw 40.64 59.69 64 0 2601 3820 64 0 2601 3820 IA-ctomd 1.270 nw 40.64 59.69 64 0 2601 3820 64 7 0 0 2601 284 3820 418 tAclom 1.270 1.670 nw 40.64 53.44 59.69 39.26 7 20 0 0 284 1069 418 785 20 0 1069 785 10A-m 1A-clom 1.270 nw nw 40.64 59.69 39 0 1585 2328 39 0 1585 0 2328 0 VN1Aclom 128-0bw 0.097 nw 3.10 1.69 397 315 978 532 0 0 0 0 0 0 1.270 nw 40.64 59.69 16 0 650 955 0 0 0 0 1A-clom 1.270 nw 40.64 74.02 40 0 1626 2961 0 0 0 1Aclom 1.270 nw 40.64 59.69 6 20 0 0 244 813 358 1194 0 0 0 0 0 1A-ctom 1.270 0.097 nw 40.64 3.10 59.69 1.07 272 254 788 271 272 254 788 271 q L--O 12B-0bw 11 AO 0.470 - nw 15.04 14.66 18 18 271 264 18 18 .271 264 0 C 168-30ad 0.032 1.02 1.75 2044 2044 2093 3578 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.358 1.02 43.46 1.75 0.00 55 1716 55 335 56 14558 96 0 1716 189 8213 0 F F 22A-toh 20P-11c 0.078 2.50 1.15 512 0 1278 587 0 0 0 0 3712 2747 6 c) AED excursion Envelope loss/gain 53091 49503 29716 28142 12 a) Infiltration 4680 1612 2522 0 760 0 b Room ventilation 0 0 13 Internal gains: Occupants Qa 230 11 2530 2400 7 21 1610 2400 Appliances Q 1200 2 Subtotal (lines 6 to 13) 1 58440 56044 1 32238 32912 Less external load 0 0 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 58440 56044 32238 32912 14 15 Subtotal Duct loads 10% 10% 5844 5604 10% 10% 3224 3291 Total room load 64284 2600 61649 2600 35461 1400 36204 1400 Air required (cfm) 1 1 1 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ~"4_=j -rtSoTt Right -Suite Residential 6.0.101 RSR20596 2007-Jun-07 16:45:06 �`A E:\Files\ENGLE2002\Lotl40KLSantaBarbaraOpt33Bns\Lotl40KLSanlaBarbaraOpt33Bns.rrp Calc = MJB Ori Page 1 + wdghtsoft Right-J Worksheet Entire House Del Air Htg,A/C And Refrig Job: SANTA BARBARA Date: 8/15103 (rvsd) By: VT 1 Room name ZONE 2 211.0 ft 2 Exposed wall 8.1 ft 3 Ceding height 4 Room dimensions 5 Room area 20".0 ft' Ty Construction U-value Or HTM Area (ft') Load Area Load number (Btuh/ft'-°F) (Btuh/ft') I or perimeter (ft) (Btuh) or perimeter Heat Cool I Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-5ocb 0.129 ne 4.13 2.58 0 0 0 0 0 0 1A-clom 1.270 ne 40.64 59.69 0 0 0 0 0 0 t�CG IA-clom 1.270 ne 40.64 59.69 0 0 0 13A-50cb 0.129 se 4.13 2.58 0 0 0 0 11 1A-c om 1.270 se 40.64 61.02 0 0 0 0 1A-clom 1.270 se 40.64 38.55 0 0 0 0 1 A-c om 1.270 se 40.64 61.02 0 0 0 0 1A-c1om 1.270 se 40.64 38.55 0 0 0 11,10 0.600 se 19.20_ 18.72 0 0 44yy 12B-0bw 0.097 se 3.10 1.69 421 318 987 537 �-G ,A-clom 1.270 se 40.64 74.76 40 0 1626 2991 1Actom 1.270 se 40.64 61.41 40 15 1626 2456 LE-�G 1Actom 1.270 se 40.64 32.93 23 23 935 757 0 13A-5ocb 0.129 sw 4.13 2.58 0 0 0 0 tAclom 1.270 sw 40.64 61.02 0 0 0 0 Vy 1A-c1om 12B-0tnv 1,270 0,097 sw sw 40.64 3.10 61.02 1.69 0 430 0 415 0 1288 700 t-G 1A-c1om 1.270 sw 40.64 61.41 15 6 610 921 V 128-0bw 0.097 sw 3.10 1.69 438 415 4 1288 284 700 305 I-- L2 1Aclom 1.270 sw 40.64 43.54 7 16 7 650 767 1Ac1om 1.270 sw 40.64 47.91 0 0 0 0 13A-5ocb 0.129 nw 4.13 2.58 0 0 0 1A-clomd 1.270 nw 40.64 59.69 0 0 0 1A-clomd 1.270 nw 40.64 59.69 0 0 0 0 0 1A-clom 1.270 nw 40.64 59.69 0 0 0 0 10A-m 1.670 nw 53.44 39.26 0 0 0 1A-clom 1.270 nw 40.64 59.69 0 0 VN 126-0bw 0.097 nw 3.10 1.69 397 315 0 978 650 532 955 ,A-c1om 1.270 1.270 nw nw 40.64 40.64 59.69 74.02 16 40 0 1626 2961 1A-c1om 1A-ctom 1.270 nw 40.64 59.69 6 0 244 358 IA -clam 1.270 nw 40.64 59.69 20 0 813 1194 q 12B-0bw 0.097 - 3.10 1.07 0 0 0 0 0 0 L--D 11A0 0.470 nw 15.04 14.66 0 0 C 1613-30ad 0.032 1.02 1.75 2044 20" 2093 56 3578 96 C 1613-30ad 0.032 1.02 1.75 55 55 0 F 22A-tph 1.358 43.46 0.00 0 146 6345 F 2OP-11c 0.078 2.50 1.15 512 0 1278 587 6 c) AED excursion 965 Envelope loss/gain 23376 21360 12 a) Infiltration 2827 0 852 0 b) Room ventilation 13 Internal gains: Occupants @ 230 4 920 0 Appliances @ 1200 0 Subtotal (lines 6 to 13) 26203 23132 Less external load 0 0 0 0 Less transfer 0 0 Redistribution 26203 23132 14 Subtotal 10% 10% 2620 2313 15 Duct loads Total room load 28823 1200 25445 1200 Air required (cfm) Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr�ghlsc?'fFt Right -Suite Residential 6.0. 101 RSR20596 2007-Jun-0716:45:06 E:\Files\ENGLE2002\Lotl4OKLSantaBarbaraOpt33Bns\Lotl40KLSantaBarbaraOpt33Bns.rrp Calc = MJ8 Ori Page 2 Project Summary ZONE 1 Del Air Htg,A/C And Refrig Project Information For: ENGLE HOMES LOT 140 KAY'S LANDING Notes: OPT 33 - 2 CAR FULL HT BONUS ROOM Design Information Weather: Orlando, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary 38 'F 70 'F 32 °F Structure 32238 Btuh Ducts 3224 Btuh Central vent (101 cfm) 3558 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 39020 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz) 1610 1610 Volume (ft3) 16130 16130 Air changes/hour 0.27 0.14 Equiv. AVF (cfm) 72 39 Heating Equipment Summary Make CARRIER Trade Model Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Job: SANTA BARBARA Date: 8/15/03 (rvsd) By: VT Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 44 grflb Sensible Cooling Equipment Load Sizing Structure 32912 Btuh Ducts 3291 Btuh Central vent (101 cfm) 2002 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.06 Equipment sensible load 38205 Btuh Latent Cooling Equipment Load Sizing Structure 2539 Btuh Ducts 1884 Btuh Central vent (101 cfm) 3000 Btuh Equipment latent load 7424 Btuh Equipment total load 45629 Btuh Req. total capacity at 0.80 SHR 4.0 ton Cooling Equipment Summary Make CARRIER Trade Cond Coil Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow facto �qy� Static pre Load sen - o 10� Boldfitalic values have been manually ove% �'dde�n` Printout certified b ACCA to meet all re uirementf Manual J 8th Ed. Y q 8.5 HSPF 0 Btuh @ 47°F 0 °F 1400 cfm 0.039 cfm/Btuh 0.40 in H2O 1A FFR AA ,— vvrog1htSQfC Right -Suite Residential6.0.101 RSR20596 2007-Jun-07 16:45:05 AC0% E:1Files\ENGLE2002\Lotl40KLSantaBarbaraOpt33Bns1Lotl40KLSantaBarbaraOpl33Bns.rrp Calc = MJ8 Ori Page 2 ARBARA Duct System Summary Job: SANTA B y • � Date: 8/15/03 (rvsd)sd) ZONE 1 By: VT Del Air Htg,A/C And Ref rig Project Information For: ENGLE HOMES LOT 140 KAY'S LANDING External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.17 / 0.17 in H2O 0.618 in/100ft 1400 cfm 55 ft Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.17 / 0.17 in H2O 0.618 in/100ft 1400 cfm Supply Branch Detail Table Name Design (Btuh) Htg (cfm) I Clg (cfm) Design FIR Diam (in) Rect Size (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk LIVING h 5906 233 171 0.618 8 Ox 0 VIFx 55.0 0.0 2 DINING/FOYER h 5581 220 157 2.429 8 Ox 0 VIFx 14.0 0.0 LAUNDRY h 2020 80 55 4.857 5 Ox 0 VIFx 7.0 0.0 KITCHENINOOK h 4079 161 145 1.700 7 Ox 0 VIFx 20.0 0.0 KITCHEN/NOOK-A h 4080 161 145 2.833 7 Ox 0 VIFx 12.0 0.0 FAMILY -A c 7423 182 287 1.700 9 Ox 0 VIFx 20.0 0.0 1 FAMILY c 7423 182 287 1.308 9 Ox 0 VIFx 26.0 0.0 1 LIBRARY/BDRM5 c 2918 100 113 0.756 6 Ox 0 VIFx 45.0 0.0 2 CABANA/BATH3 h 2010 79 41 0.642 5 Ox 0 VIFx 53.0 0.0 2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam Rect Duct Duct Name Type (cfm) (cfm) FIR (fpm) (in) Size (in) Material Trunk 1 Peak AVF 365 574 1.308 731 12 0 x 0 VinlFlx 2 Peak AVF 413 325 0.618 526 12 0 x 0 VinlFlx nti wnghtsofr Right -Suite Residential6.0.101 RSR20596 2007-Jun-07 16:44:42 E:%Files%ENGLE2002%Lot140KLSantaBarbaraOpt33Bns%Lotl40KLSantaBarbaraOpt33Bns.rrp Calc = MJ8 Ori Page 1 ARBARA AED Assessment Job: SANTA B Date: 8I15/03 (rvsd)sd) ZONE 1 By: VT Del Air Htg,A/C And Refrig Project Information For: ENGLE HOMES LOT 140 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) 5.7 43.6 Dry bulb (°F) 38 93 Infiltration: Daily range (°F) - 17 ( M ) Wet bulb ('F) - 76 Wind speed (mph) 15.0 7.5 Test for Adequate E. • Hourly Glazing Load Hour of Day „o y ♦ Areroge AED M* Maximum hourly glazing load exceeds average by 43.8%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 2747 Btuh (PFG-1.3*AFG) Boldrtalic values have been manually overridden Wf7oiti50ft Right -Suite Residential6.0.101 RSR20596 2007-Jun-0716:45:05 ACO, E:\Files\ENGLE2002\Lotl40KLSantaBarbaraOpl33Bns\Lotl40KLSantaBarbaraOpt33Bns.rrp Calc = MJ8 Ori Page 2 wHghtsoft Right-1 Worksheet ZONE 1 Del Air Htg,A/C And Refrig Job: SANTA BARBARA Date: 8/15/03 (rvsd) By: VT 1 Room name ZONE 1 LIVING 33.0 ft 2 Exposed wall 189.0 ft 9.4 ft 9.4 ft heat/cool 3 Ceding height 13.0 x 16.0 ft 4 Room dimensions ft' 208.0 ft' 5 Room area 1716.0 Ty Construction number U-value (Btuh/ft'-*F) Or HTM (Btuh/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 11 ��-r 13A-5ocb 0.129 ne 4.13 2.58 338 292 1205 753 - 28 28 116 72 1A-clom 1.270 ne 40.64 59.69 7 0 284 418 0 0 0 0 0 0 �-1 1.270 ne 40.64 59.69 39 0 1585 2328 0 0 .1A-c1om 13A-5ocb 0.129 se 4.13 2.58 320 216 893 558 132 102 0 419 935 262 1404 11 1A-ctom 1.270 se 40.64 61.02 46 0 1869 2807 23 1A-clom 1.270 se 40.64 75.04 9 9 366 347 0 0 0 0 1A-clom 1.270 se 40.64 61.02 15 0 610 915 7 0 305 458 1A-clom 1.270 se 40.64 75.04 14 14 553 524 0 0 0 0 11,10 0.600 se 19.20 18.72 20 20 384 374 0 0 0 0 12B4Obw 0.097 se 3.10 1.69 0 0 0 0 0 0 0 0 0 0 IA-clom 1.270 se 40.64 75.04 0 0 0 0 0 0 0 0 lA-clom 1.270 se 40.64 75.04 0 0 0 0 0 0 0 Vy .tA-c1om 13A-5ocb 1.270 0.129 se sw 40.64 4.13 61.02 2.58 0 385 0 334 0 1379 0 862 0 150 0 122 0 504 315 10-c1om 1.270 sw 40.64 61.02 28 0 1138 1709 28 0 1138 1709 L� GG IA-clom.. 1.270 ,sw 40.64 61.02 23 0 935 1404 0 0 . 0 0 0 Vy 12B-0bw 0.097 sw 3.10 1.69 0 0 0 0 0 0 0 0 0 `G .1 A-c1 om 1.270 sw 40.64 75.04 0 0 0 0 0 .0 0 0 Vy it 0.097 sw 3.10 1.69 0 0 0 0 0 0 0 0 CCU 1 A-c1 om 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 0 689 0 0 0 0 0 13A-5ocb 0.129 nw 4.13 2.58 461 267 1102 0 0 0 1A-clomd 1.270 nw 40.64 59.69 64 0 2601 3820 0 0 1A-clomd. 1.270 nw 40.64 59.69 64 0 2601 3820 0 0 0 0 0 0 0 1A-ctom 1.270 nw 40.64 59.69 7 0 284 418 0 0 0 1'OA-m 1.670 nw 53.44 39.26 20 0 1069 785 0 ' 0 0 IA-clom 1.270 nw 40.64 59.69 39 0 1585 2328 0 0 0 VN 12B-0bw 0.097 nw 3.10 1.69 0 0 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 1A-clom 1.270 nw 40.64 74.02 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 1A-clom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 0 0 Fi 12B-0bw 0.097 - 3.10 1.07 272 254 788 271 0 0 t-D 11A0 0.470 nw 15.04 14.66 18 18 271 264 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 F 22A-toh 1.358 43.46 0.00 1716 189 8213 0 208 33 1434 0 F 2OP-11c 0.078 2.50 1.15 0 0 0 0 0 0 0 0 6 c) AED excursion 2747 -356 Envelope loss/gain 1 29716 28142 1 4850 3863 12 a) Infiltration 2522 760 520 157 0 b Room ventilation 0 0 0 13 Internal gains: Occupants @ 230 7 1610 0 0 0 Appliances @ 1200 2 2400 0 Subtotal (lines 6 to 13) 32238 32912 5369 4020 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 14 Redistribution Subtotal 32238 32912 5369 4020 15 Duct loads 10% 10% 3224 3291 10% 10% 537 402 Total room load 35461 1 36204 1 5906 4422 Air required (cfm) 1400 1400L 233 171 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr�ghtSCsft Right -Suite Residential 6.0. 101 RSR20596 2007-Jun-07 16:45:06 145trA E:\Files\ENGLE2002\Lotl40KLSantaBarbaraOpt33Bns\Lotl40KLSantaBarbara0pt33Bns.rrp Calc = MJ8 Ori Page 3 A. wrilghtsoft Right-.l Worksheet ZONE 1 Del Air Htg,A/C And Refrig Job: SANTA BARBARA Date: 8/15/03 (rvsd) By: VT 1 Room name DINING/FOYER LAUNDRY 2 Exposed wall 31.0 ft 19.0 It 3 Ceiling height 9.4 ft heat/cool 9.4 it heat/cool 4 Room dimensions 18.0 x 14.0 It 16.0 x 8.0 it 5 Room area 252.0 ft' 128.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft?'F) (Btu III) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-Socb 0.129 ne 4.13 2.58 0 0 0 0 75 ` 68 281 175 to-clom 11.270 ne 40.64 59.69 0 0 0 0 7 ' 0 284 418 A= 1ctam' 1.270 ne 40.64 59.69 0 0 0 0 0 0 0 0 13A-5ocb 0.129 se 4.13 2.58 188 115 474 296 0 0 0 0 11 1A-clom 1.270 se 40.64 61.02 23 0 935 1404 0 0 0 0 1A-clom 1.270 se 40.64 75.04 9 9 366 347 0 0 0 0 1A-clam 1.270 se 40.64 61.02 7 0 305 458 0 0 0 0 1Aclom 1.270 se 40.64 75.04 14 14 553 524 0 0 0 0 11.10 0.600 se 19.20 18.72 20 20 384 374 0 0 0 0 yJ 126-0bw se 3.64 1.04 . 0 0 0 0 0 0 0 0 fL�.---((G'; 1A�1om 1.270 1.270 se 40.64 75.04 0 0 0 0 0 0 0 0 1A-clom 1.270 se 40.64 75.04 0 0 0 0 0 0 0 0 1A-clorn 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 V� 13A-5ocb 0.129 sw 4.13 2.58 28 28 116 72 0 0 0 0 1A-clam 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 0 t{----2 1A-clom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 0 y/ 12B-0bw 0.097 sw 3.10 1.69 0 0 0 0 0 0 0 0 t--G IA -clam 1.270 sw 40.64 .75.04 0 0 0 0 0 0 0 0 1213-0bw 0.097 sw 3.10 1.69 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-c11om 1.270 sw 40.64 61.02 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-ctomd 1.270 nw, 40.64 59.69 0 0 0 0 0 0 0 0 1A-clomd 1.270 nw 40.64 '59.69 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 10A-m 1.670 nw, 53.44 39.26 0 0 0 0 0 0 0 0 1Aclom 1.270 nw, 40.64 59.69 0 0 0 .0 0 0 0 0 VN 12B-0bw 0.097 nw, 3.10 1.69 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 1A-clom 1.270 nw 40.64 74.02 0 0 0 0 0 0 0 0 1 A-c1 am 1.270 nw 40.64 59.69 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 1213=01bw 0.097 - 3.10 1.07 75 75 233 80 103 103 320 110 L-0 'llA0 . 0.470 nw. 15.04 14.66 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. 16B-30ad 0.032 1.02 1.75 0 0 0 0 0 0 0 0 F 22A-tph 1.358 43.46 0.00 252 31 1347 0 128 19 826 0 F 20P-1.1c 0.078 2.50 1.15 0 0 0 0 0 0 0 0 6 c) AED excursion -207 -55 Envelope loss/gain 4712 3349 1711 648 12 a) Infiltration 362 109 126 38 b Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 1 230 0 0 Appliances Q 1200 0 1 0 1 600 Subtotal (lines 6 to 13) 5074 3688 1836 1286 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5074 3688 1836 1286 15 Duct loads 10% 10% 507 369 10% 10%1 184 129 Total room load 5581 4057 2020 1414 Air required (cfm) 220 157 80 55 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr�ghtscaft Right -Suite Residential6.0.101 RSR20596 2007-Jun-07 16:45:06 1465� E:\Files\ENGLE2002\Lotl40KLSantaBarbaraOpt33Bns\Lotl40KLSantaBarbaraOpt33Bns.np Calc = MJ8 06 Page 4 wNghtsofft Right-1 Worksheet ZONE 1 Del Air Htg,A/C And Refrig Job: SANTA BARBARA Date: 8/15/03 (rvsd) By: VT 1 Room name KITCHEN/NOOK FAMILY 2 Exposed wall 47.0 ft 28.0 ft 3 Ceiling height 9.4 ft heat/cool 9.4 ft heat/cool 4 Room dimensions 14.0 x 25.0 ft 22.0 x 22.0 ft 5 Room area ft 350.0 ' 484.0 f12 Ty Construction U-value Or HTM Area (ft') Load Area (W) Load number (Btuh/ft'-OF) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+! 13A-56cb 0.129 ne 4.13 2.58 235 196 809 506 0 0 0 0 1Ao1om 1.270 ne 40.64 59.69 0 0 0 0 0 0 0 .. 0 0 0 0 IF----CG 1A-ctom 1.270 ne 40.64 59.69 39 0 1585 2328 0 13A-5ocb 0.129 se 4.13 2.58 0 0 0 0 0 0 0 0 11 1Actom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 1Ac1om 1.270 se 40.64 75.04 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 75.04 0 0 0 0 0 0 0 0 11.10 0.600 19.20 18.72 0 0 0 0 0 0 0 0 V►/ 12B-0bw . _se se 3.64 _ 1. 0 0 0 0 0 0 0 0 1A-c1om 1. 1.270 270 se 40.64 75.0404 . 0 0 0 0 0 0 0 0 1Ac1om 1.270 se 40.64 75.04 0 0 0 0 0 0 0 0 Ilh�-CGI 1Aclom... 1.270 se. _ 40.64 .61.02 0 0 0 .0 0 0 0 0 0 0 Vy -5ocb ',A 0.129 sw 4.13 2.58 0 0 0 0 0 0 1Aclom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 0 1L_GG 1Actom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 0 Vy 12B-0bw 0.097 sw _ 3.10 1.69 0 0 0 0 0 0 0 0 G ;1Actom 1.270 sw 40.64 75.04 0 0 _0 0 0 0 0. 0 12B-0bw 0.097 sw 3.10 1.69 0 0 0 0 0 0 0 0 T�::2 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, 0 13A-5ocb 0.129 nw 4.13 2.58 113 74 305 191 263 115 475 297 ,A-ctomd 1.270 nw 40.64 59.69 0 0 0 0 64 0 2601 3820 IA-ctomd' 1.270 nw 40.64 59.69' 0 0 0 0 64 0 2601 3820 tAclom 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 20 0 1069 785 IAclom 1.270 nw_ 40.64 59.69 39 0 1585 2328 0 0. 0 0 VN 1213-0bw 0.097 nw 3.10 1.69 0 0 0 0 0 0 0 0 1Aclom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 tAclom 1.270 nw 40.64 74.02 0 0 0 0 0 0 0 0 1Aclom 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 q 12B-0bw 0.097 - 3.10 1.07 94 76 236 81 0 0 0 0 �0 11A0. 0.470 nw 15.04 14.66 18 18 271 264 0 0 0 0 C 1613-30ad 0.032 1.02 1.75 0 0 0 0 0 0 0 0 0 0 0 0 C 166-30ad 0.032 1.02 1.75 0 0 0 0 F 22A-toh 1.358 43.46 0.00 350 47 2042 0 484 28 _ 1217 0 F 20P-11c 0.078 2.50 1.15 0 0 0 0 0 0 0 0 6 c) AED excursion -265 3261 Envelope lossigain 6834 5433 7962 11984 12 a) Infiltration 584 176 441 133 b Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 6 1380 Appliances @ 1200 1 1 12001 0 0 Subtotal (lines 6 to 13) 7417 6809 8403 13497 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7417 6809 8403 13497 15 Duct loads 10% 10% 742 681 10% 10% 840 1350 Total room load 1 8159 7490 9244 14846 Air required (cfm) 322 290 365 574 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrrrghCSOFC Right -Suite Residential 6.0.101 RSR20596 2007-Jun-0716:45:06 AZZrA E:\Files\ENGLE2002\Lotl40KLSantaBarbaraOpt33Bns\Lotl40KLSantaBarbaraOpt33Bns.rrp Calc = MJ8 Ori Page 5 �- wrightsoft Right-.1 Worksheet ZONE 1 Del Air Htg,A/C And Refrig Job: SANTA BARBARA Date: 8/15/03 (rvsd) By: VT 1 Room name LIBRARYBDRM5 CABANABATH3 2 3 Exposed wall Ceiling height 15.0 it 9.4 ft heat/cool 16.0 it 9.4 ft heat/cool 4 Room dimensions 14.0 x 15.0 ft 6.0 x 14.0 It 5 Room area 210.0 ft' 84.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft? °F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (it) (Btuh) Heat Cool Gross N/P/S Heat 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 tAclom 1.270 ne 40.64 59.69 0 0 0 0 0 0 0 0 0 to-clom 1.270 ne 40.64 59.69 0 0 0 0 0 0 0 13A-5ocb 0.129 se 4.13 2.58 0 0 0 0 0 0 0 0 11 1Aclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 1Ac1om 1.270 se 40.64 75.04 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 to-clom 1.270 se 40.64 75.04 0 0 0 0 0 0 0 0 111.10 0.600 se 19.20 18.72 0 0 0 0 0 0 0 0 1213-0bw se 1.04 0 0 0 0 0 0 0 0 1Ac1om 1.270 1.270 se 0.64 40.64 75.04 0 0 0 0 0 0 0 0 tAclom 1.270 se 40.64 75.04 0 0 0 0 0 0 0 0 .1A-c1om 13A-5ocb 1.270 0.129 se. sw 40.64 4.13 61.02 2.58 0 141 0 118 0 487 0 304 0 66 0 66 0 272 0 170 --G 1Actom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 0 �--G 1.270. sw_ 40.64 61.02 23 0 935 1404 0 0 0 0 _IA-ctom, 0.097 sw 3.10 1.69 0 0 0 0 0 0 0 0 Y12B-Obw' 1A-clom 1.270 sw. 40.64 .75.04 0 0 0 0 0 0 0 0 Vj/ 12B-0bw 0.097 sw 3.10 1.69 0 0 0 0 0 0 0 0 IL-_2 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 0 13A-5ocb 0.129 nw, 4'13 2.58 0 0 0 0 85 78 322 201 to-ctomd 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 to-ctomd 1.270 nw 40.64 59.69 0 0 0 0 0 0 7 0 0 0 284 0 418 IA-ctom 10A-m 1.270 1.670 nw nw 40.64 53.44 -59.69 39.26 0 0 0 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 1213-0bw 0.097 nw 3.10 1.69 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 1Aclom 1.270 nw 40.64 74.02 0 0 0 0 0 0 0 0 tAclom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 1Actom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 12B-0bw 0.097 - 3.10 1.07 0 0 0 0 0 0 0 0 T---D 11 A0 0.470 nw 15.04 14.66 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 0 0 C 166-30ad 0.032 1.02 1.75 0 0 0 0 0 F 22A-toh 1.358 43.46 0.00 210 15 652 0 84 16 695 0 F 20P-11c 0.078 .- 2.50 1.15 0 0 0 0 0 0 0 0 6 c) AED excursion 274 94 Envelope loss/gain 2074 1982 1574 884 12 a) Infiltration 236 71 253 76 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances Q 1200 1 600 0 1 0 Subtotal (lines 6 to 13) 2310 2653 1827 960 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 2310 0 2653 0 1827 0 960 14 15 Subtotal Duct loads 1 10% 10% 231 265 10% 10% 183 96 Total room load I I 1 2541 2918 2010 1056 Air required (cfm) 100 113 79 41 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. I&wrrghCsoPt Right -Suite Residential6.0.101 RSR20596 2007-Jun-07 16:45:06 k E:%Files%ENGLE2002\Lotl40KLSantaBarbaraOpt33Bns\Lotl40KLSantaBarbara0pt33Bns.rrp Calc = MJ8 Ori Page 6 Project Summary ZONE 2 Del Air Htg,A/C And Refrig Project Information For: ENGLE HOMES LOT 140 KAY'S LANDING Notes: OPT 33 - 2 CAR FULL HT BONUS ROOM Design Information Weather: Orlando, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Structure 26203 Btuh Ducts 2620 Btuh Central vent (53 cfm) 1872 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 30695 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft') 1915 1915 Volume (ft') 16556 16556 Air changes/hour 0.29 0.16 Equiv. AVF (cfm) 81 43 Heating Equipment Summary Make Trade Model Job: SANTA BARBARA Date: 8/15/03 (rvsd) By: VT Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 23132 Btuh Ducts 2313 Btuh Central vent (53 cfm) 1053 Btuh Blower 0 Btuh Use manufacturer's data yy Rate/swing multiplier 1.00 Equipment sensible load 26498 Btuh Latent Cooling Equipment Load Sizing Structure 2077 Btuh Ducts 1788 Btuh Central vent (53 cfm) 1579 Btuh Equipment latent load 5443 Btuh Equipment total load 31942 Btuh Req. total capacity at 0.80 SHR 2.8 ton Cooling Equipment Summary CARRIER Make CARRIER Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Trade Cond Coil 8.2 HSPF Efficiency 14 EER Sensible cooling 28400 B E 0 Btuh @ 47°F Latent cooling --- D 0 F Total coolingIR 1200 cfm Actual air flow 2' ' 0.042 cfm/Btuh Air flo or 047 rr100,?@ 0.30 in H2O Static p r I►� Load se si a eat rati S �\ �VBoldlitalic values have been manuallyC Printout certified by ACCA to meet all requirements of Manual J 8th Ed. W njg 11" 1tSOf=t Right -Suite Residential 6.0.101 RSR20596 2007-Jun-07 16:45:05 . GCK E:\Files\ENGLE2002\Lotl40KLSantaBarbaraOpt33Bns\Lot140KLSantaBarbaraOpt33Bns.rrp Caic = MJ8 Ori Page 3 System Job: SANTA BARBARA Duct S Summary y Summary Date: 8N 5/03 (rvsd)sd) ZONE 2 By: VT Del Air Htg,A/C And Refrig Project Information For: ENGLE HOMES LOT 140 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 0.600 in/100ft 1200 cfm 40 ft Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.12 / 0.12 in H2O 0.600 in/100ft 1200 cfm Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FIR(in) Diam Rect Size (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BDRM2 h 4161 173 119 0.632 7 Ox0 VIFx 38.0 0.0 D1 OPEN TO FOYER h 1726 72 49 0.828 5 OX 0 VIFx 29.0 0.0 D1 BDRM4 c 2191 96 103 0.706 6 Ox 0 VIFx 34.0 0.0 D1 BONUS ROOM c 3422 139 161 2.182 7 Ox 0 VIFx 11.0 0.0 D3 BONUS ROOM -A c 3422 139 161 1.500 7 Ox 0 VIFx 16.0 0.0 D3 MSTR BATH/WIC h 4739 197 171 1.000 8 Ox 0 VIFx 24.0 0.0 D2 MSTR BATH/WIC-A c 237 9 11 0.923 4 Ox 0 VIFx 26.0 0.0 D2 MSTR BATHWC-B c 237 9 11 1.091 4 Ox 0 VIFx 22.0 0.0 D2 MSTR BATH/WIC-C c 237 9 11 1.500 4 Ox 0 VIFx 16.0 0.0 D2 MSTR BDRM c 5079 156 240 1.091 8 Ox 0 VIFx 22.0 0.0 D2 BATH2 c 809 38 38 0.774 4 Ox 0 VIFx 31.0 0.0 D1 BDRM3 h 3891 162 124 0.600 7 Ox 0 VIFx 40.0 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 541 433 0.600 689 12 0 x 0 VinlFlx D3 Peak AVF 279 323 1.500 592 10 0 x 0 VinlFlx D2 Peak AVF 380 444 0.923 565 12 0 x 0 VinlFlx wnghtsoft: Right -Suite Residential6.0.101 RSR20596 2007-Jun-07 16:44:42 )m E:\Files\ENGLE2002\Lot140KLSantaBarbaraOpt33Bns\Lot140KLSantaBarbaraOpt33Bns.rrp Calc = MJ8 Ori Page 2 ARBARA AED Assessment Job: SANTA B Date: 8/15/03 (rvsd)sd) ZONE 2 By: VT Del Air Htg,A/C And Refrig Project Information For: ENGLE HOMES LOT 140 KAY'S LANDING Design Conditions Location: Indoor: Heating Cooling Orlando, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Latitude: 28°N Design TD (°F) Relative humidity (%) 32 30 18 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 5.7 43.6 Dry bulb (°F) 38 93 Infiltration: Daily range (°F) - 17 ( M ) Wet bulb (°F) - 76 Wind speed (mph) 15.0 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load Hour of Day / H-,V I A—W. / AED 1m Maximum hourly glazing load exceeds average by 38.0%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 965 Btuh (PFG - 1.3*AFG) Boldritalic values have been manually overridden wnghtsoft Right -Suite Residential6.0.101 RSR20596 2007-Jun-07 16:45:05 A� HvC$+ E:\Files\ENGLE2002\Lotl40KLSantaBarbara0pl33Bns\Lo1140KLSantaBarbaraOpt33Bns.rrp Calc = MA Ori Page 3 wrilghtsoft- Right-1 Worksheet ZONE 2 Del Air Htg,A/C And Refrig Job: SANTA BARBARA Date: 8/15/03 (rvsd) By: VT 1 Room name ZONE 2 BDRM2 2 Exposed wall 211.0 ft 34.0 ft 3 Ceiling height 8.1 ft 8.1 ft heat/coot 4 Room dimensions 18.0 x 13.0 ft 5 Room area 2044.0 ft' 234.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft')FHeat ad number (Btuh/ft'--°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft)h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Cool 6 1y 13A-5ocb 0.f29 ne 4.13 2.58 0 0 0 0 0 0 0 IL--�G1A-clom 1.270 ne 40.64 59.69 0 0 0 0 0 0 0 to=clom 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 11 tAclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 IA-clom 1.270 se 40.64 75.04 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 75.04 0 0 0 0 0 0 0 0 11.10 0.600 se 19.20 18.72 0 0 0 0 0 0 0 0 V[E�'12B-0bw 0.097 se 3.10 1.69 421 318 987 537 113 93 289 157 1Aclom 1.270 se 40.64 75.04 40 0 1626 2991 0 0 0 0 1Aclom 1.270 se 40.64 75.04 40 15 1626 2456 20 7 813 1228 1A-c1om 1.270 .se 40.64 61.02 23 23 935 757 0 0 0 0 Vy 13A-5ocb 0.129 sw 4.13 2.58 0 0 0 0 0 0 0 0 ILt1Aclom 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 Q_ 0 0 0 0 0 Vy 12B , �G 1Aclom 1.270 sw 40.64 75.04 .15 6 610 921 0 0 0 0 VU1213-0bw 0.097 sw 3.10 1.69 438 415 1288 700 0 0 0 0 1A-clom 1.270 sw 40.64 61.02 7 4 284 305 0 0 0 0 1Aclom 1.270 sw 40.64 61.02 16 7 650 767 0 0 0 0 13A-5ocb 0.129 nw 4.13 2.58 0 0 0 0 0 0 0 0 1Aclomd 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 1A-clomd 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 1Aclom 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 '1Ac1om 1.270 nw.. 40.64 59.69. 0 0 0 0 0 0 0 0 VN 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 74.02 40 0 1626 2961 0 0 0 0 1Aclom 1.270 nw 40.64 59.69 6 0 244 358 0 0 0 0 1A-clom 1.270 nw 40.64 59.69 20 0 813 1194 0 0 0 0 q 12B-0bw 0.097 - 3.10 1.07 0 0 0 0 0 0 0 0 ---O 11A0 0.470 nw 15.04 14.66 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.02 1.75 2044 20" 2093 3578 234 234 240 410 C 168-30ad 0.032 1.02 1.75 55 55 56 96 .0 0 0 0 F 22A-toh 1.358 - 43.46 0.00 0 146 6345 0 0 34 1478 0 F 20P-11c 0.078 . 2.50 1.15 512 0 1278 587 0 0 0 0 6 c) AED excursion 965 91 Envelope loss/gain 23376 21360 3321 2159 12 a) Infiltration 2827 852 461 139 b Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 26203 23132 3783 2298 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26203 23132 3783 2298 15 Duct loads 1 10% 10% 2620 2313 10% 10% 378 230 Total room load I I 1 28823 25445== 4161 2528 Air required (cfm) 1200 1200 173 - 119 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrrtc�htsOR Right -Suite Residential 6.0. 101 RSR20596 2007-Jun-0716:45:06 ,465` E:\Files\ENGLE2002\Lo1140KLSantaBarbara0pl33Bns\Lo1140KLSantaBarbara0pt33Bns.rrp Calc = MJ8 Ori Page 7 + wr4gh soft' Right-1 Worksheet ZONE 2 Del Air Htg,A/C And Refrig Job: SANTA BARBARA Date: 8/15/03 (rvsd) By: VT 1 Room name OPEN TO FOYER BDRM4 2 Exposed wall 7.0 ft 8.1 ft heat/cool 12.0 ft 8.1 ft heat/cool 3 Ceiling height 7.0 x 18.0 ft 14.0 x 16.0 ft 4 Room dimensions ft' 224.0 ft' 5 Room area 126.0 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 N/P/S Heat Cool 6 Vr!:CC 13A-5ocb 0.129 ne 4.13 2.58 0 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 0 0 0 1A-clom 1.270, ne 40.64 59.69 0 0 0 0 0 0 0 13A-5ocb 0.129 se 4.13 2.58 0 0 0 0 0 0 0 0 11 lAclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 to-clom 1.270 se 40.64 75.04 0 0 0 0 0 0 0 0 1Ac1orn 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 0 1Aclorn 1.270 se 40.64 75.04 0 0 0 0 0 0 0 11.10 12B-0bw 0.600 0.097 se se 19.20 3.10 18.72 1.69 0 57 0 34 0 106 0 57 0 97. 77 239 130 ,A-clom 1.270 se 40.64 75.04 0 0 0. 0 0 0 0 20 0 7 0 813 0 1228 1Aclom 1.270 se 40.64 75.04 0 0 757 0 0 '0 0 1Aclorn 1.270 se: . 40.64 61.02 23 - 23 935 0 0 0 0 0 13A-5ocb 0.129 sw 4.13 2.58 0 0 0 0 0 0 0 �--G IA-clom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 t--G 1Ac1om 1.270 sw _40.64 . 61.02 0 0 0 0 0 0 0 0 12B-0bw 0.097 'sw 3.10 1.69 b 0 0 0 0 0 0 0 _IA-clom. 1.270 sw. 40.64 75.04 0 10' 0 0 0 0 0 0 VrJ 12B-0bw 0.097 sw 3.10 1.69 0 0 0 0 0 0 0 0 0 F -{ 1A-clom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 0 �C tAclom 1.270. _sw 40.64 61.02 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 tAclomd 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 to-clomd 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 0 IA-clom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 10A-m 1.670 nw 53.44 39.26 0 0 0 0 0 0 0 1Aclom 1.270 nw 40.64. 59.69 0 0 0 0 0 0 0 0 vh 12B-0bw 0.097 nw 3.10 1.69 0 0 0 0 0 0 0 0 0 1 Acl om 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 1 Ac 1 om 1.270 nw 40.64 74.02 0 0 0 0 0 0 0 0 1 Ac 1 om 1.270 nw 40.64 59.69 0 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 R 12B-0bw 0.097 - 3.10 1.07 0 0 0 0 0 0 0 0 `D C 11A0 16B-30ad 0.470 0.032 nw, 15.04 1.02 14.66 1.75 0 126 0 126 0 129 0 221 224 224 229 392 C 16B-30ad 0.032 1.02 1.75 0 0 0 0 0 0 0 12 0 521 0 0 F 22A-toh 1.358 43.46 0.00 0 7 304 0 0 54 0 135 62 F 20P-11 c 0.078 2.50 1.15 0 0 0 6 c) AED excursion -123 131 Envelope losstgain 1473 913 1 1937 1943 12 a) Infiltration 96 29 163 1 0 49 0 tiRoom ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 0 Appliances @ 1200 0 0 0 Subtotal (lines 6 to 13) 1569 942 2100 1992 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 1569 94 2 2100 199 2 14 15 Subtotal Duct loads 10% 10% 157 94 10% 10% 210 199 Total room load 1726 1036 2310 96 2191 103 Air required (cfm) 72 49 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. I&�nirrrc�hYSoft Right -Suite Residential6.0.101 RSR20596 2007-Jun-07 16:45:06 k E:\Files\ENGLE2002\Lotl40KLSantaBarbaraOpt33Bns\Lotl40KLSantaBarbaraOpt33Bns.rrp Calc = MJ8 Ori Page 8 + wrtghtsoft:' Right-1 Worksheet ZONE 2 Del Air Htg,A/C And Refrig Job: SANTA BARBARA Date: 8/15103 (rvsd) By: VT 1 Room name BONUS ROOM MSTR BATH/WIC 2 Exposed wall 65.0 it 8.1 ft heat/cool 38.0 It 8.1 ft heat/cool 3 Ceiling height 20.0 x 22.9 ft x 25.0 ft 4 Room dimensions 458.0 Ill300.0 '12.0 ft 5 Room area Ty Construction U-value Or HTM (Btu Area (ft') or perimeter (ft) Load (Btuh) Area (W) 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 ne 4.13 2.58 0 0 0 0 0 0 0 0 0 0 0 0 F-G 1A-clom 1.270 ne 40.64 59.69 0 0 0 0 0 0 0 0 0 t o 1A-clom 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 11 tAclom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 1Actom 1.270 se 40.64 75.04 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 1Ac1om 1.270 se 40.64 75.04 0 0 0 0 0 0 0 11.10. 12B-0bw 0.600 0.097 se se 19.20 3.10 18.72 1.69 0 154 0 114 0 354 0 192 0 0 0 0 -G 1.270 se, 40.64 75.04 40 0 1626 2991 0 0 0 0 0 0 ,tActom tAclom 1.270 se 40.64 75.04 0 0 0 0 0 0 0 0 0 0 LE-�G 1A-clom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 0 0 V 13A-50cb 0.129 sw 4.13 2.58 0 0 0 0 0 0 0 {-- 6 1Aclom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 1Aclom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 0 y/ 12B-0bw 0.097 sw 3.10 1.69 122 107 332 181 0' 0 0 I-G 1Actom 1.270 sw 40.64 75.04 15 6 227 610 705 921 383 0 211 188 584 317 Val 12B-0bw 0.097 sw 3.10 1.69 227 0 0 0 7 4 284 305 --( tAclom 1.270 sw 40.64 61.02 0 0 0 16 7 650 767 �C tAclom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 13A-5o6b 0.129 nw 4.13 2.58 0 0 0 0 0 0 0 0 1Aclomd 1.270 nw 40.64 59.69 0 0 0 0 0 0 to-clomd 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 0 1Aclom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 1OA-m 1.670 nw 53.44 39.26 0 0 0 0 0 0 0 0 0 'IA-clom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 97 81 251 137 VN 12B-0bw 0.097 nw 3.10 1.69 0 0 0 0 16 0 650 955 1Actom 1.270 nw 40.64 59.69 0 0 0 0 0 0 1A-clam 1.270 nw 40.64 74.02 0 0 0 0 0 0 0 0 1Aclom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 1Aclom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 L�-D 12B-0bw 0.097 - 3.10 1.07 0 0 0 0 0 0 0 0 C 11 AO 16B-30ad 0.470 0.032 nw 15.04 1.02 14.66 1.75 0 458 0 458 0 469 0 802 300 300 307 525 C 16B-30ad 0.032 1.02 1.75 0 0 0 0 0 0 0 38 0 1651 0 0 F F 22A-toh 2OP-11c 1.358 0.078 43.46 2.50 0.00 1.15 0 458 0 0 0 1143 0 525 0 0 0 0 6 c) AED excursion 1 487 548 Envelope loss/gain 5238 5508 4378 3553 12 a) Infiltration 843 254 516 0 156 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 2 460 1 230 0 Appliances @ 1200 0 0 0 Subtotal (lines 6 to 13) 1 6081 6222 4895 3939 Less external load 0 0 0 0 0 0 0 Less transfer 0 0 0 0 0 Redistribution 6081 6222 4895 3939 14 15 Subtotal Duct loads 10% 10% 6081 622 10% 10% 489 394 Total room load 6690 6844 1 5384 224 4333 204 Air required (cfm) 1 1 279 323 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. t Right -Suite Residential6.0.101 RSR20596 2007-Jun-07 16:45:06 ZA E:\Files%ENGLE2002\Lotl40KLSantaBarbaraOpt33Bns%Lo114OKLSantaBarbaraOpt33Bns.rrp Calc = MJ8 Ori Page 9 W r'i{ght50R' Right-J Worksheet ZONE 2 Del Air Htg,A/C And Refrig Job: SANTA BARBARA Date: 8/15/03 (rvsd) By: VT 1 Room name MSTR BDRM BATH2 2 Exposed wall 18.0 it 6.0 It 3 Ceiling height 8.1 ft heat/cool 8.1 It heat/cool 4 Room dimensions 18.0 x 20.0 ft 6.0 x 18.0 ft 5 Room area 360.0 ft' 108.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/W-*F) (Btuhlft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat 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 1A-clbm 1.270 ne 40.64 59.69 0 0 0 0 0. 0 0 0 �G 1A-c1'om 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 11 1A-ctom 1.270 se 40.64 61.02 0 0 0 0 0 0 0 0 1A-clom 1.270 se 40.64 75.04 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 to-ctom 1.270 se 40.64 75.04 0 0 0 0 0 0 0 0 11,10 0.600 se 19.20 18.72 0 0 0 0 0 0 0 0 vb 12B-0bw . se 3. 1. 0 0 0 0 0 0 0 0 ,A-clom 1 1.270270 se 40.6464 75.0404 0 0 0 0 0 0 0 0 1A-clom 1.270 se 40.64 75.04 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 Vy 13A-5ocb 0.129 sw 4.13 2.58 0 0 0 0 0 0 0 0 1A-c11om 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 0 L--GG to-clom 1.270 sw 40.64 61.02 0 0 0 0 0 0 0 0 yl 12B-0bw 0.097 sw 3.10 1.69 0 0 0 0 0 0 0 0 G :11Aclom 1.270 sw 40.64 75.04 0 0 0 0 0 0 0 0 1213-0bw 0.097 sw 3.10 1.69 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 0 13A-5ocb 0.129 nw 4.13 2.58 0 0 0 0 0 0. 0 0 1A-clomd 1.270 nw 40.64 59.69 0 0 0 0 0 0'. 0 0 IA-clomd 1.270 nw 40.64 59.69 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 t0A-m 1.670 nw 53.44 39.26 0 0 0 0 0 0 0 0 1 A-c 1 om 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 . 12B-0bw 0.097 nw 3.10 1.69 146 106 329 179 49 43 133 73 1Aclom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 1Aclom 1.270 nw 40.64 74.02 40 0 1626 2961 0 0 0 0 1A-ctom 1.270 nw 40.64 59.69 0 0 0 0 6 0 244 358 1Aclom 1.270 nw 40.64 59.69 0 0 0 0 0 0 0 0 q 12B-0bw 0.097 - 3.10 1.07 0 0 0 0 0 0 0 0 _D l l AO 0.470 nw 15.04 14.66 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 1.02 1.75 360 360 369 630 108 108 111 189 C .16B-30ad 0.032 1.02 1.75 55 55 56 96 0 0 0 0 F 22A-tph 1.358 43.46 0.00 0 18 782 0 0 6. 261 0 F 20P-1.lc 0.078 2.50 1.15 0 0 0 0 0 0 0 0 6 c) AED excursion 447 91 Envelope loss/gain 3162 4313 749 711 12 a) Infiltration 245 74 82 25 b Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 1 230 0 0 Appliances Q 1200 0 01 0 1 0 Subtotal (lines 6 to 13) 3407 4617 831 735 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3407 4617 831 735 15 Duct loads 1 10% 10% 341 462 10% 10% 83 74 Total room load 1 3747 5079 914 809 Air required (cfm) 156 240 38 38 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. C wr�c�hc>R Right -Suite Residential 6.0.101 RSR20596 2007Jun-07 16:45:06 E:\Files\ENGLE2002\Lotl4OKLSantaBarbaroOpt33Bns\Lotl4OKLSantaBarbara0pt33Bns.rrp Calc = MJ8 Ori Page 10 wrightsoft- Right-J Worksheet ZONE 2 Del Air Htg,A/C And Refrig Job: SANTA BARBARA Date: 8/15/03 (rvsd) By: VT 1 Room name BDRM3 2 Exposed wall 31.0 ft 3 Ceiling height 8.1 ft heat/cool 4 Room dimensions 13.0 x 18.0 It 5 Room area 234.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area Load number (Btuh/ft? "F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 \��/---C 13A-5ocb 0.129 ne 4.13 2.58 0 0 6 6 1Actom 1.270 ne 40.64 59.69 0 • 0 •0 0 0 �--G 1Aclom 1.270 ne 40.64 59.69 0 0 0 13A-Socb 0.129 se 4.13 2.58 0 0 0 0 11 1A-clom 1,270 se 40.64 61.02 0 0 0 0 1Aclom 1.270 se 40.64 75.04 0 0 0 0 1Aclom 1.270 se 40.64 61.02 0 0 0 0 1Ac1om 1.270 se 40.64 75.04 0 0 0 0 11 JO 0.600 se 19.20 18.72 0 0 0 _ 0 0bw 0.097 se 3.10 1.69 0 0 0 0 ;12B 1A4.1om, 1.270 se 40.64 75.04 0 0 0 0. 1Ac1om 1.270 se 40.64 75.04 0 0 0 0 IA-c1om. 1.270 . se 40.64 61.02 0 0 0 0 0 0 V�/ 13A-5ocb 0.129 sw 4.13 2.58 0 0 �C 1Ac1om 1.270 sw 40.64 61.02 0 0 0 0 1Ac1om 1.270 sw 40.64 61.02 0 0 0 0 Vy 1213-0bw 0.097 sw 3.10 1.69 146 146 453 246 �i 1.270 sw 40.64 75.04 0 0 0 0 Vy .1A-clom 12B-0bw 0.097 sw 3.10 1.69 0 0 0 0 1A-clom 1.270 sw 40.64 61.02 0 0 0 0 1Aclom 1.270 sw 40.64 61.02 0 0 0 0 13A-5ocb 0.129 nw 4.13 2.58 0 0 0 .0 . 1A-clomd 1.270 nw 40.64 59.69 0 0 0 0 1A-clomd 1.270 nw 40.64 59.69 0 0 0 0 1Aclom 1.270 nw 40.64 59.69 0 0 0 0 10A-m 1.670 nw 53.44 39.26 0 0 0 0, 1A-clom 1.270 nw 40.64 59.69. 0 0 0 0 VN 1213-0bw 0.097 nw 3.10 1.69 105 85 264 143 1Actom 1.270 nw 40.64 59.69 0 0 0 0 1Aclom 1.270 nw 40.64 74.02 0 0 0 0 1A-C M 1.270 nw 40.64 59.69 0 0 0 0 c 1A1om 1.270 nw 40.64 59.69 20 0 813 1194 q 1213-0bw 0.097 - 3.10 1.07 0 0 0 0 �D 11A0. 0.470 nw 15.04 .14.66 0 0 0 _ .0 C 16B-30ad. 0.032 1.02 1.75 234 234 240 410 C 1613-30ad 0.032 1.02 1.75 0 0 0 0 F 22A-toh 1.358 43.46 0.00 0 31 1347 0 _ F 20P-11 c 0.078 2.50 1.15 0 0 0 0 6 c) AED excursion 267 Envelope loss/gain 3117 2260 12 a) Infiltration 421 127 b Room ventilation 0 0 13 Internal gains: Occupants Q 230 0 0 Appliances Q 1200 0 0 Subtotal (lines 6 to 13) 3537 2387 Less external load 0 0 Less transfer 0 0 Redistribution 0 3537 0 2387 14 15 Subtotal Duct loads 10% 10% 354 239 Total room load 3891 2626 Air required (cfm) 162 124 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. we-1Cl"Vsoft Right -Suite Residential 6.0. 101 RSR20596 2007-Jun-07 16:45:06 .4 ` E:\Files\ENGLE2002\Lo1140KLSantaBarbaraOpt33Bns\Lotl40KLSantaBarbaroOpt33Bns.rrp Calc = MJ8 Ori Page 11 K COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 107-75032 1 DATE: L� l G BUILDING PERMIJ NUMBER: 0 (CZTY) COUNTY NUMBER: UNIT ADDRESS: U lit! c / A. „ (C < 4, 1 c �,�•� TRAFFIC ZONE: J RISDICTION: 06 CITY OF SANFORD SEC: 'LI_ TWP, : RNG :. �� PARCEL: SUBDIVISION: �LfLBRACT: PLAT BOOK- PLAT BOOK PAGE: U LI L+ BLOCK: LOT: y L4 r ,t OWNER NAME: -i1t Q c 1--1 (' 1 0 L ADDRESS. �11' ,�� L'_-Ct 1�¢-�! ( c 1 �1i'r!f'/,,. I-7 APPLICANT NAME: ADDRESS: ' �? ��s F`• LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # 6 TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS -ARTERIALS CO -WIDE 0 dwl unit $ 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH 0 dwl unit $ 000.00 1 $ 000.00 LIBRARY CO -WIDE 0 dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE 0 dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,143.00 STATEMENT \' RECEIVED BY: V 1r (�, �' 't.t f t`� ,� •SIG NATURt: -'- fj �� '' (PLEASE PRINT NAME) DATE: `j NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE_ OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. a, PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY1 BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SINGLE FAMILY BUILDING PERMIT******************** Permit # : 9- Job Address: 4-5-6 Description of Work: Rrpt-t, ranrr Historic District: NO Zoning: CITY OF SANFORD PERMIT APPLICATION 1 1 / Date: q 60 / Total Square Footage Value of Work: $ /19, a5� t� nDD Vla , l`U( Permit Type: Building X Electrical Mechanical Plumbing , Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential 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 rhWnbiq& Repair - Residential or Commercial Occupancy Type: Residential X Commercial Industrial —133 Construction Type: 49�4 of Stories: I # of Dwelling Units: _ / Flood Zone: —X (FEMA form required ) Owners Name&Address: Tousa Homes dba Engle Homes, Orlando Inc. 11315 Corporate BlVd- #250 Orlando 32817 Phone:(407) 249-36nn Contractor Name & Address: William Colby Franks 11301 Corporate Blvd., #303, Orlando State License Number: CGC1507971 Phone& Fax: 407-249-350Q/407-313- C4oijAt"P 17. Valerie/Ke Phone: 407-249-3500 Bonding Company: N/A L Address: Mortgage Lender: N/A Address: Architect/Engineer: Residential Design Services Phone: 407-246-1 080 Address: 3301Bartlett Blvd., Orlando 32811 Fax: 407-2460=0094 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of s 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: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requIN of to d Lien Law, FS 713. �a 7 Signature of Owner/Agent Date Signature oT Contractor/Ag Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING:'V. -5 •`1•01 UTIL:_ Special Conditions: ^ * Rev 03/2006 * Date FD: Wiliam Colbv Franks Prin Contractor/Agent's Name `-115 JO 7 Signature of Notary -State of Florida Date r':y'•., Valerie L Furrier MY COMMISSION # DD205915 EXPIRES ; . May 2! 2007 'BONDEDTHRUTROYF AININJURANI INSURANCE INC Contractor/AgePersonally Known to Me or r�1 �^ Produced ID G` \` ENG: BLDG..".4v �1t\ d"% we VXOvt 5 Dv\ IUt,. � a„ .1; C' 1.w/1() k�j10lip 3 g °4 f7 �' F S s s S R 1 D cS . )—I— POWER OF ATTORNEY Date : '-1 // 9 /0'1 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 H, Block Subdivision: Kay's Landing Phase 2 Address of Job: 4, -0 Ko4,r 6X&4&n6j5d2.«'-�- , 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 or Print name of Certified Contractor ture of Certified Contractor State of Florida County of Orange The foregoing instrument was acknowledged this lam— day of , 2 661, by William Colby Franks, who personally appeared before me and acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. �sonally Known Produced Identification Type of Identification Signatu of Notary Public, State of Florida Kimberly Kaminer Print or Type Name of Notary Public (Seal) Kimberly Kaminer DD425691 4,2009 I OF p� Bonded Troy roa. • •.wanco. Inc. B003B5.7019 OgP�Y P�@�i Kimberly Kaminer k;Commission # DD425691 o` Expires May 4, 2009 � P,� Bonded Troy PoN • Imumnca, Inc. 900.395.7018 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 CAVID JOHNSON, CFA, ASA -�ITI�� ` '�' I I I PROPERTY APPRAISER----1�� - l 3CMINOLE COUNTY FL. 1 1101 E. FIRST ST SA N FORD, F L 32771. 3 468 407 - 665 - 7506 _r �4 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 34-19-30-520-0000-1440 Number of Buildings: 0 Owner: TOUSA HOMES INC Depreciated Bldg Value: $0 Mailing Address: 11315 CORPORATE BLVD STE 250 Depreciated EXFT Value: $0 City, State, ZipCode: ORLANDO FL 32817 Land Value (Market): $62,000 Property Address: 450 KAYS LANDING DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: KAYS LANDING PHASE 2 Just/Market Value: $62,000 Tax District: S1-SANFORD Assessed Value (SOH): $62,000 Exemptions: Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $62,000 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $1,220 SPECIAL 06/2006 06285 0929 $1,096,000 Vacant No 2006 Taxable Value: $62.000 WARRANTY DEED DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess FrontageLand Unit Land Depth PLATS: Pick... Method Units Price Value LOT 144 KAYS LANDING PHASE 2 PB 69 LOT 0 0 1 000 62,000.00 $62,000 PGS 44 - 44 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "' If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://www.scpafl.org/web/re—wcl).seminole_county_tltle?parcel=34193052000001440&c... 4/ 18/2007 11111 If 11111111111111111111 W I 111111119 1111111111111 IN Permit Number MARYANNE MORSF, CLERK OF CIRCUIT COURT Parcel Identification Number N-/9-30- . as-0000- /4gAEMIN0LE COUNTY Prepared by: Valerie Furrer / Kekalani Vazquez GK 06667 Pq 01331 (Ipg) CLERK'S #) 20070 8727 RECIIRDFD 04/20/8007 10:11:37 AN RECORDING FEES 10.00 REWRDED BY T Smith Return to: Engle Homes Orlando 11315 Corporate Blvd ste 250 Orlando,Fl 32817 NOTICE OF COMMENCEMENT State of FLORIDA County of SEMINOLE UR11`rIFII CONY � ill nr 'ILORWA I.Y- � � 2 Q 2007 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 # 2. General desc ptlon 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 Name Address 6. Surety (if any) Name Address Engle Homes/Olrando Inc. 11315 Corporate Blvd #250 Telephone Number 407-281-4480 Orlando,Fl 32817 Fax Number 407-281-7766 Telephone Number Fax Number Amount of bond $ N/A 7. Lender (If any) Name N/A Telephone Number Address Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Engle Homes/Olrando Inc. Telephone Number 407-281-4480 Address 11315 Corporate Blvd #250 Fax Number 407-281-7766 Orlando,Fl 32817 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor s Notice as provided in §713.13(1)(b), Florida Statutes: Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date Is one year from the date of recording unless a different date is specified): Al-/1 r, /D Date Signed SI nature of Owner Note: per §713.13(1)(g), "owner must sign ...and no one else may be permitted to sign In his or her stead." Sworn to and subscribed before me this / '?��ay of t-c- 20 by WILLIAM COLBY FRANKS who is x personally known to me OR produced as identffication. Signature of Notary (notarial seal to appear below) :P "•. Valerie L Furrer Form Revlaed: 12/00 for 19to 20_ ?4 MY COMMISSION # DD205915 EXPIRES May 25, 2007 ofepee` BONDED THRUTROY FAIN IN9URANC�INC Project Summary Entire House DEL AIR HTG, A/C & REFRIG. INC For: ENGLE HOMES, LOT 39 OVIDEO FOREST Notes: Job: CARACAS Date: 4-4-07 By: EJH Weather: Orlando, FL, US Winter Design Co ndi ns _ _ Summer Design Conditions Outside db 42 °F Outside db 93 ° Inside db 70 °F Inside db 75 °F Design TD 28 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 43 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing �r Structure 34064 Btuh Structure 30531; `Btuh Ducts 3406 Btuh -'Ducts 3053�Btuh Central vent (75 cfm) 2310 Btuh Central vent (75 cfm) -1485 Wh Humidification 0 Btuh Blower 0 ,Btuh Piping 0 Btuh r Equipment load 39780 Btuh Use manufacturer's data yy Rate/swing multiplier '1.06 Infiltration Equipment sensible loa 35069 Btuh Method plified Latent Cooling Equipment Load Sizing Construction quality A erage t Fireplaces 0 Structure 3260 Btuh Ducts4, �' 2866 Btuh Heating Cooling Central ventt (75 cfm) 2212 Btuh Area (ft2) 2567 2567 Equipment I tent load 8337 Btuh Volume (ft3) 26192 26192 , �tchanges/hour 0.32 0.16 Equipment total load 43407 Btuh E iv. AVF (cfm) 140 70 Req..total capacity at 0.80 SHR 3.7 ton quipment Summary LENNOX Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat HSP Cooling Equipment Summary Make � LENNOX 4 Trade Cond Coil Efficiency 14 EER Sensible cooling 37600 Btuh 0 Btuh @ 47°F 'Latent cooling 9400 Btuh 0 °F Tbtal cooling 47000 Btuh 16.00 cfm Actual air flow 1600 cfm 1.043 cfm/Btuh Air flow factor 0.048 cfm/Btuh 0.40 in H2O Static pressure 0.40 in H2O Load sensible heat ratio 0.81 Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wnc11tsoft Right -Suite Residential 6.0.101 RSR20596 2007-Apr-05 18:04:37 E:\Files\ENGLE2002\Lot390FCaracasEl\Lot390FCaracasEl.rrp Calc = MJB Orientation = NE Page 1 CARA System Summary Job: 4-4-07 S Duct S Y rY Date: -a-07 Entire House By: EJH DEL AIR HTG, A/C & REFRIG. INC Project Information For: ENGLE HOMES, LOT 39 OVIDEO FOREST External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.17 / 0.17 in H2O 0.636 in/100ft 1600 cfm 54 ft Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.17 / 0.17 in H2O 0.636 in/100ft 1600 cfm Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) Rect Size (in) Duct Mat[ Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BDRM3 h 2916 125 87 2.576 6 Ox 0 VIFx 13.2 0.0 LAUNDRY c 844 11 40 6.296 4 Ox 0 VIFx 5.4 0.0 LIV/DIN/FOY-A c 2800 128 133 4.857 6 Ox 0 VIFx 7.0 0.0 BATH3 c 746 35 36 1.789 4 Ox 0 VIFx 19.0 0.0 STUDY h 5786 247 191 1.417 9 Ox 0 VIFx 24.0 0.0 NOOK c 2508 86 119 0.819 6 Ox 0 V[Fx 41.5 0.0 3 FAMILY RM c 3577 140 170 0.749 7 Ox 0 VIFx 45.4 0.0 3 KITCHEN c 1521 7 72 1.000 5 Ox 0 VIFx 34.0 0.0 3 LIV/DIN/FOY c 2800 128 133 0.924 6 Ox 0 VIFx 36.8 0.0 3 FAMILY RM-A c 3577 140 170 0.983 7 Ox 0 VIFx 34.6 0.0 3 MBATH h 1821 78 75 0.731 5 Ox 0 VIFx 46.5 0.0 2 MBDRM-A h 3303 141 124 0.636 7 Ox 0 VIFx 53.5 0.0 2 MBDRM h 3303 141 124 0.751 7 Ox 0 VIFx 45.3 0.0 2 MWIC h 2454 105 45 0.669 6 Ox 0 VIFx 50.8 0.0 2 WATER CLOSET c 87 2 4 1.027 4 Ox 0 VIFx 33.1 0.0 2 BATH2 c 130 3 6 1.273 4 Ox 0 VIFx 26.7 0.0 1 BDRM2 h 1951 83 69 1.118 5 Ox 0 VIFx 30.4 0.0 1 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam Rect Duct Duct Name Type (cfm) (cfm) FR (fpm) (in) Size (in) Material Trunk 1 Peak AVF 553 447 1.118 517 14 0 x 0 VinlFlx 2 Peak AVF 467 371 0.636 594 12 0 x 0 VinlFlx 1 3 Peak AVF 501 666 0.749 623 14 0 x 0 VinlFlx C. wnghrsoft Right -Suite Residential 6.0.101 RSR20596 2007-Apr-0518:07:20 /�(,�, E:\Files%ENGLE2002\Lot390FCaracasEllLot39OFCaracasEl.rrp Calc = MJ8 Orientation = NE Page 1 AED Assessment Job: CARACAS Date: 4-4-07 Entire House By: EJH DEL AIR HTG, A/C & REFRIG. INC For: ENGLE HOMES, LOT 39 OVIDEO FOREST Location: Indoor: Heating Cooling Orlando, FL, US Indoor temperature (°F) 70 75 Elevation: 0 ft Design TD (°F 28 18 Latitude: 28°N Relative hums ity (D/D) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.1 43.4 Dry bulb (°F) 42 93 Infiltration: Daily range (°F) - 17 ( M ) Wet bulb (°F) - 76 Wind speed (mph) 15.0 7.5 Hourly Glazing Load 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour or Day / Hary / A-9. / AED Intl Maximum hourly glazing load exceeds average by 44.9%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 1889 Btuh (PFG - 1.3*AFG) �' � 'h l-ltsOft Right -Suite Residential 6.0.101 RSR20596 2007-Apr-05 18:04:37 E:\Files\ENGLE2002\Lot390FCaracasEl\Lot390FCaracasEl.rrp Calc = MJB Orientation = NE Page 1 + wHgh>so t- Right-.1 Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC Job: CARACAS Date: 4-4-07 By: EJH 1 Room name Entire House BDRM2 2 Exposed wall 193.8 ft 12.0 ft 3 Ceiling height 10.2 ft d 9.4 ft heat/cool 4 Room dimensions 1.0 x 174.0 ft 5 Room area 2567.5 ft' 174.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'--°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross I N/P/S Heat I Cool 6 VIA--G 13A-5ocb 0.129 ' ne 3.61 2.58 536 485 1753 1252 113 97 350 ' 250 1Actom 1.270 ne 35.56 48.54 32 0 1126 . 1537. 16 0 563 769 1Ac1om 1.270 ne 35.56 53.94 19 0 672 1019 0 0 0 0 Vy 13A-5ocb 0.129 a 3.61 2.58 40 21 77 55 0 0 0 0 11 1Aclom 1,270 a 35.56, 60,89 19 1 658 10711 0 0 0 0 -G 13A-5ocb 0.129 se 3.61 2.58 143 67 241 172 0 0 0 0 -G 1Ac1om 1.270 se 35.56 . 49.55 19 5 676 839 0 0 0 0 -G 1A'clom 1.270 se 35.56 49.55 9 9 320 254 0 0 0 0 tL__pp 1.1 JOl 0.600 .se 16.80 18.72 48 48 806 899 .0 0 . 0 0 Vy 13A-5ocb 0.129 s 3.61 2.58 40 21 77 55 0 0 0 0 G 1.270 s 35.56 30.82 19, 19 . 658. 522 0 0 0 0 _lAc1om 13A-5ocb 0.129 sw 3.61 2.58 674 583 2105 1503 0 0 0 0 10A-m 1.670 sw 46.76 33.27 44 44 2057 1000 0 0 0 0 1AcIom 1.270 sw 35.56 49.55 7 0 247 338 0 0 0 0 IA-clom 1.270 sw 35.56 49.55 8 8 297 235 0 0 0 0 1Aclom_ 1.270 sw_ 35.56 49.55 32 1 1141 1574 .0 __ 0 0 0 W 13A-5ocb 0.129 w 3.61 2.58 15 15 55 39 0 0 0 0 13A-5ocb 0.129 nw 3.61 2.58 509 390 1408 1066 6 0 0 0 ,A-ctom 1.270 nw 35.56 48.54 32 0 1126 1537 0 0. 0 0 1Actom 1.270 nw 35.56 48.54 27 0 960 1311 0 0 0 0 1Aclomd 1.270 nw 35.56 45.29 44 0 1565 1993 0 0 0 0 1Aclom_ _ _.. _1.270 nw. 35.56 . 48.54 16 0 569 .. .. 777.. _0 0 0 0 _... P_ 0.097 2.72 - 1.07 _ 197 197 536. 211 0 0 0 0 _ _ P_ _12B-0bw_.. 0.097 2.72 _ 1.07 117 117 317 124 0 0. .. 0 0 .. _. P .12B-0bw 12B-0bw 0.097 2.72 1.07 _ 238 238 647 _ 254 0 0, 0 0 _ _ C 16B-30ad 0.032 - 0.90 .. 1.75 _ . 2568 2568 2300 _ 4494 . 174 174 156 305 . , F 22A-toh_ - 1.358 38.02 • 0.00 2568 194 7367 _ _ 0 174 12. 456 0 6 c) AED excursion 1889 1 -86 Envelope loss/gain 29761 25968 1 1525 1237 12 a) Infiltration 4302 1383 248 80 b Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 0 0 Appliances @ 1200 2 1800 0 0 Subtotal (lines 6 to 13) 34064 30531 1774 1317 Less external load 0 0 0 0 Less transfer 0 0 0 0 14 Redistribution Subtotal 0 34064 0 30531 0 1774 0 1317 15 Duct loads 10% 10% 3406 3053 10% 10% 177 132 Total room load 37470 33584 1951 1449 Alr required (cfm) 1600 1600 83 69 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrxgl-1,tsoft Right -Suite Residential 6.0.101 RSR20596 2007-Apr-05 18:04:38 .45CA E:tFiles%ENGLE2002%Lot390FCaracasEllLot390FCaracasEl.rrp Calc = MJ8 Orientation = NE Page 1 +wi't tlto1ft Right-1 Worksheet "'"""r" Entire House DEL AIR HTG, A/C & REFRIG. INC Job: CARACAS Date: 4-4-07 By: EJH 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area BATH2 0.0 ft 9.4 ft heat/cool 6.0 x 12.0 ft 72.0 ft' STUDY 35.4 ft 9.4 ft heat/cool 1.0 x 207.0 ft 207.0 ft' Ty Construction number U-value (Btuh/ft-'F) Or HTM (Btuh/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 11 -G 1--G Vy �G Vy W-- _ p.--_ P__ P_ C .. F 13A-5ocb 1Aclom 1A-clom 13A-5ocb ,1Actom 13A-socb 1A-ctom 1A-clom .11J0..- . 13A-socb 1 Ac 1 om. _ . _ _ _ 13A-5ocb 10A-m 1Aclom 1Aclom 1Aclom_ ._ 13A-5ocb- . i3A_5ocb ---- _ 1 A-cl om 1Actom 1A-clomd 1A-clom _ 128=0bw. _ ._ 12B-0bw. 12B-0bw _1613-30ad 22A-toh_ _ - 0.129 1.270 1.270 0.129 1.270 0.129 1.270 1.270 0.600 0.129 1.270 0.129 1.670 1.270 1.270 1.270, ___- . 0.129 0.129 1.270 1.270 1.270 1.270 0.097 0.097 0.097 0.032 1.358 ne ne ne a a se se se .se: s s . sw sw sw sw _sw _ w nw ' nw nw nw nw . - 3.61 35.56 35.56 3.61 35.56 3.61 35.56 35.56 16.80 3.61 . 35.56 3.61 46.76 35.56 35.56 35.56 _ _ 3.61 3.61 -35.56 35.56 35.56. 35.56 2.72 2.72 2.72 0.90 38.02 2.58 48.54 .. 53.94 2.58 60.89 2.58 49.55 49.55 .18.72 2.58 _ 30.82 2.58 33.27 49.55 49.55 49.55 2.58 2.58 48.54 48.54 45.29 __48.54 1.07 1.07 1.07 _ 1.75 0.00 0 0 0- 0 0 0 0 0 0 0 _ 0 0 0 0 0 0. - .0 0 0 0 0 0 0 0 0 .. 72 72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 72 0 0 0 0 0 0 0 0 0 0 0 -0 0 0 0 0 0 0 0 ' 0 0 0 0 0 0 0 65 0 0 0 0 0 0 0 0 0 0 0 _ .. -0 0 0 0 0 0 _ 0 0 0 0 0 0 0 0 0 126 0 56 0 0 40 19 56 ` 19 0 0 40 19 141 0 0 0 0 0 0 0 0 0 0 0 0 0 207 207 56 0 0 21 - 1 37 5 0 0 21 19 141 0 0 0 0 0 0 0 0 0 0 0 0 0 207 .35 204 '' 0 0 77 658 135 676 0 0 77 658 .509 0 0 0 0 0 0 0 0 0 0 0 0 0 185 1347 146 0 0 55 1078 96 839 0 0 55 522 364 0 0 0 0 0 0 0 0 0 0 0 0 0 362 0 6 c) AED excursion -8 1 -109 Envelope lossigain 65 118 4526 3409 12 a) Infiltration b) Room ventilation 0 0 0 0 734 0 236 0 13 Internal gains: Occupants Q 230 Appliances Q 1200 0 0 0 0 0 0 1 0 0 Subtotal (lines 6 to 13) 651 118 5260 3645 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 10% 10% 0 0 0 65 6 0 0 0 118 12 10% 10% 0 0 0 5260 526 0 0 0 3645 364 Total room load Air required (cfm) 71 3 130 6 5786 247 4009 191 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wncPubsoFt Right -Suite Residential 6.0.101 RSR20596 2007-Apr-0518:04:38 E:\Files\ENGLE2002\Lot390FCaracasEl\Lot390FCaracasEl.rrp Calc = MJ8 Orientation = NE Page 2 +wrightsoft- Right-J Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC Job: CARACAS Date: 4-4-07 By: EJH 1 Room name MWIC WATER CLOSET 2 Exposed wall 23.0 ft 9.4 ft heat/cool 0.0 ft 9.4 ft heat/cool 3 Ceding height 7.0 x 16.0 ft 6.0 x 8.0 ft 4 Room dimensions ft' 48.0 ft' 5 Room area 112.0 Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'--'F) (Btu ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 Vj��-G 13A-5ocb 0.129 ne 3.61 2.58 150 150 543 388 0 0 0 0 1A1om 1.270 ' ne 35.56 48.54 0 0 0 0 0 0 0 0' 0 0 0 _ �G •1Aclom _ 1.270 ne 35.56 . 53.94 0 0 0 0 0 _0 0 0 0 1y 13A-5ocb 0.129 a 3.61 2.58 0 0 0 0 0 0 0 0 11 . _G 1A-ctom_ 1.270 - _ 35.56 •. 60.89 0 0 0 0 0• 0. 0 0 0 1y 13A-Socb 0.129 se se 3 61 2.58 0 0 0 0 0 1Actom 1.270 se 35.56 49.55 0 0 0 0 0 0 0 0 0 IA-clom 1.270 se 35.56 49.55 0 0 0 0 0 0 0 0 :_ 0 0 0 11J0____ _ ._• _ _ u 0.600 _se_ . 16.80. _18:72 0 0 0 ... 0 0 0 Vy 13A-5ocb 0.129 s 3.61 2.58 0 0 0 0 0 0 0 T,G IA-clom. 1,270 s_ _ 35.56 30.82 _- _ 0 0 0 0 _ 0 0 0 0 0 13A-5ocb 0.129 sw 3.61 2.58 0 0 0 0 0 0 0 0 10A-m 1.670 sw 46.76 33.27 0 0 0 0 0 0 0• 0 0 0 0 1Actom 1.270 sw 35:56 49.55 0 0 0 0 0 0 0 1Aclom 1.270 sw 35.56 49.55 0 0 0 0 0 0 0 0 0 _ 1Aclom__ _ __ ._ _....1.270 _sw_ .__35.56 .__49.55 _ _0 0 0 _ 0 0 0 1.3A_5ocb _ _ .. __ 0.129 _ w. .. 3.61 2.58 . 0 0 0 0 0 0 0 13A-5ocb . 0.129 nw 3.61 2.58 66 66 238 170 0 0 0 1Aclom 1.270 nw 35.56 48.54 0 0 0 0 0 0 0 0 1Aclom 1.270 nw 35.56 48.54 0 0 0 0 0 0 0 1Aclomd . 1.270 nw 35.56 45.29 0 0 0 0 0 0 0 0 1A-clom._._ ._ 1.270 nw. 35.56 48.54 0 0 0 0 0 0 0 0 P 12B-0bw _ 0.097 2.72 1.07 0 0 0 0 0 0 0 0 0 0 0 0 .P- .._ _ 12B-0bw . 0.097 2.72 1.07 0 0 0 0 0 0 0 0 0. 0 P___ . C. 12B-0bw ._ .. 16B-30ad: 0.097 0.032 2.72 :0.90 . 1,07 .1.75 112 112 100 196 48 48 43 84 _ _. F _ . _ . _ _ _ 22A-toh _ 1.358 _ .- 38.02 ., 0.00 _ _ 112 23 875 0 48 0 0 0 6 c) AED excursion -56 -5 Envelope loss/gain 1756 698 43 79 12 a) Infiltration 475 153 0 0 0 0 b Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 0 Appliances @ 1200 0 1 0 0 Subtotal (lines 6 to 13) 2231 851 43 79 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 2231 851 43 79 14 15 Subtotal Duct loads 1 10%1 110%l 223 85 10% , 4 8 Total room load 2454 936 47 2 87 4 Alr required (cfm) 105 45 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. w"ghC501Ft Right -Suite Residential 6.0.101 RSR20596 2007-Apr-05 18:04:38 AWK E:\Files\ENGLE2002\Lot39OFCaracasEl\Lot390FCaracasEl.rrp Calc = MJ8 Orientation = NE Page 3 + wrigt!soft= Right-J Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC Job: CARACAS Date: 4-4-07 By: EJH 1 Room name MBATH 10.0 ft MBDRM 28.0 ft 2 3 Exposed wall Ceding height 9.4 ft heat/cool 10.8 ft heat/cool 4 Room dimensions 14.0 x 10.0 ft 19.0 x 16.0 ft 5 Room area 140.0 ft' 304.0 ft' Ty Construction U-value Or HTM (Btuh/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 N/P/S Heat Cool 6 13A-5ocb 1Aclom 0.129 1'.270 ne ne 3.61 35.56 2.58 48.54 94 0 75 0 271 0 194 0 0 0 0 0 0 0 0 0 1.270 35.56 53.94 19 0 672 1019 0 0 0 0 . G .1A-clom_ _._ _ne 3.61 2.58 0 0 0 0 0 0 0 0 VVy 13A-5ocb 0.129 a 60.89. 0 0_ 0 0 0 0 0 0 11 -_--G, 1Ac1om___ _ ..1.270, _e ...35.56 2.58 0 0 0 0 0 0 0 0 13A-5ocb tAclom 0.129 1.270 1.270 se se 3.61 35.56 35.56 49.55 49.55 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1A-clom se 0 0 0 0 0 0 0 0 0.600 -se 16:80 _ .18.72 0 0 0 0 0 0 V_y 13A-5ocb 0.129 s 3.61 35.56 2.58 30.82 0 0 0 0 0 0 0 0- 0 0 `G c1 tAclom_ _ __ 1.270 _ s.- _ 0 0 0 0 97 53 192 ' 137 13 ocb 10A-m 1Aclom 0.129 1.670 1.270 sw sw sw 3.61 46.76 35.56 2.58 33.27 49.55 0 0 0 0 0 0 0 0 0 0 44 0 0 44 0 0 2057 0 0 1000 0 0 IA-ctom 1.270 sw 35.56 49.55 0 0 0 0 0 0 tActom -1.270 sw. _. 35.56 49.55 0 0 0 0 0 0 0 W_ _ _ 13A-5ocb__ _ 13A-Socb V 1Actom 0.129 0.129 1.270 w_ nw nw _ 3.61 3.61 35.56 2.58 2.58 48.54 . 0 0 0 0 0 0 0 0 0 0 0 0 0 205 32 174 0 627 1126 448 1537 1.270 35.56 48.54 0 0 0 0 0 0 0 0 1Aclom .nw 0 0 0 0 0 .0 0 0 1A-clomd 1.270 nw 35.56 45.29 0 0 0 0 0 1Aclom 1.270 nw 35.56 . 48.54 0 0 0 0 0 0 0 P 12B-0bw 0.097 2.72 1.07 0 0 0 0 0 0 0 0 0 0 P .12B-0bw.. 0.097 2.72 1.07 0 0 0 0 0 0 0 0 0 P_ C 12B-0bw_ 16B 30ad' 0.097 0.032 • - 2.72 0.90 1.07 1.75 0 140 140 125 245 304 304 272 532 F _ 22A-toh 1.358 .. - . 38.02 0.00 140 10 380 0 304 . 28 1065 0 6 c) AED excursion -94 628 Envelope loss/gain 1449 1365 5340 4282 12 a) Infiltration 207 66 665 0 214 0 b Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 0 Appliances @ 1200 0 0 0 Subtotal (lines 6 to 13) 11656 14311 60051 4726 Less external load 0 0 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 1656 1431 6005 4726 14 15 Subtotal Duct loads 10% 10% 166 143 10% 10% 600 473 Total room load 1821 1 1574 1 6605 2821 5198 248 Air required (cfm) 78 75 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr�ghtsoTt Right -Suite Residential 6.0.101 RSR20596 2007-Apr-05 18:04:38 AZZilk E:\Files\ENGLE2002\Lot390FCaracasEl\Lot39OFCaracasEl.rrp Calc = MJ8 Orientation = NE Page 4 1411, wrlgt!�! Right-J Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC Job: CARACAS Date: 4-4-07 By: EJH 1 Room name NOOK KITCHEN 0.0 ft 2 3 Exposed wall Ceiling height 8.3 ft 10.8 It heat/cool 10.8 It heat/cool 4 Room dimensions 1.0 x 127.5 ft 12.0 x 13.0 ft 5 Room area 127.5 ft' 156.0 ft' Ty Construction U-value Or HTM (Btuh/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 N/P/S Heat cool 6 Vey--G 13A-5ocb 0.129 ne 3.61 2.58 0 0 0 0• 0 0 0 0 0 0 1A-c om 1.270 ne 35.56 48.54 0 0 0 0 0 0 0 0 0 0 ,t- G. 1A;c1om 1.270 ne 35.56 53.94 0 0 0 0 0 0 0 0 Vy 13A-5ocb 0.129 a 3.61 2.58 0 0 0 0 0 0 0 0 0 1 Ac 1 om 1.270 a 35.56. 60.89 0 0 0 0 0 0 0 0 13A-56cb 0.129 se 3.61 .2.58 0 0 0 0 0 0 0 �-G 1Actom 1.270 se 35.56 49.55 0 0 0 0 0 0 0 0 IL-_-Gp 1Aclom 1.270 se 35.56 49.55 0 0 .0 0: 0 0 0 1.1J0__ _.. 0.600 se .16.80 18.72 0 0 0 0 0. 0 0 0 13A-5ocb 0.129 s 3.61 2.58 0 0 0 0 0 0 0 T_G 1Aclom ,.. .. ..1.270 s 35.56 30.82 . 0 0 0 0 0 _0 0 0 .13A-5ocb 0.129 sw 3.61 2.58 0 0 0 0 0 0 0 0 0 10A-m 1.670 , sw 46.76 33.27 0 0 0 0 0 0 0 0 0 1A=clom 1.270 sw 35.56 49.55 0 0 0 0 0 0 0 0 1Aclom 1.270 sw 35.56 49.55 .0 0 0 0 0 0 0 0 1A4;1om___ 1.270 _sw 35.56 49.55 0 0 0 0 0 0 0 0 W 13A-Sorb _ _ 0.129 w 3.61 2.58 15 15 55 39 0 0 ' 0 13A-5ocb 0.129 nw 3.61 2.56 76 49 176 125 0 0 0 IA-clom 1.270 nw 35.56 48.54 0 0 0 0 0 0 0 0 to-clom 1.270 nw 35.56 48.54 27 0 960 1311 0 0 0 0 1Aclomd 1.270 nw 35.56 45.29 0 0 0 0 0 0 0 0 0 _1Ac1om___ _ _..__. . ___..1.270 nw 35.56 48.54 0 0 0 0 0 0 0 0 0 P_____ 128-0bw ___ _ __- _ 0.09. 2.72 1.07 0 0 0 0 0 0 0 0 07 0 0 P __ _ _128.Obw'__ _ . . _ 0.097 - 2.72 1.07 0 0 0 0 0 0 0. 0 0 p___ 128-0bw_. 0.097 2.72 0.90 1.07 _ 1.75 128 128 114 223 156 156 _ 140 273 .0 ___. F_ -1613=30ad.. _ __ _.. 22A-tph_ _ _ .. _0.032 1.358 38.02. 0.00 128 8 317 .0 156 0 0 0 6 c) AED excursion 517 -90 Envelope loss/gain 1622 2215 140 183 12 a) Infiltration 200 64 0 0 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 1 0 1200 Appliances Q 1200 0 Subtotal (lines 6 to 13) 1822 2280 140 1383 Less external load 0 0 0 0 0 0 0 Less transfer 0 0 0 0 0 Redistribution 1822 228 0 140 1383 14 15 Subtotal Duct loads 1 10% 10% 182 228 10% 10% 14 138 Total room load 2004 2508 154 7 1521 72 Air required (cfm) 86 119 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. C htS9'f`t Right -Suite Residential 6.0.101 RSR20596 2007-Apr-05 18:04:38 AEL*E:\Files\ENGLE2002\Lot390FCaracasEl\Lot390FCarecasEl.rrp Calc = MJ8 Orientation = NE Page 5 + Wfthts,oft- Right,J Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC Job: CARACAS Date: 4-4-07 By: EJH BDRM3 LAUNDRY 1 Room name 13.0 ft 0 0 ft 2 Exposed wall 9.4 ft heat/cool 9.4 ft heat/cool 3 Ceiling height 15.0 x 13.0 ft 6.0 x 15.0 ft 4 Room dimensions 195.0 ft' 90.0 ft' 5 Room area Ty Construction U-value Or HTM (Btuh/ft') I 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 N/P/S Heat Cool 6 13A-5ocb 0.129 no 3.61 2.58 122 106 384 274 760 0 0 � 0 -. 0 0 0 0 - G 1A-61om , 1.270 ne 35.56 48.54 16 0 560 0 0 0 0 0 0 _L- G JA-c1om .!_ 1.270 ne. 35.56 53.94 0 0 0 0 0 0 0 0 0 V\yy 13A-5ocb 0.129 a 3.61 35.56 2.58 60.89 0 0 0 0 0 0 0, 0 0 1A-clom_,__- _ 'I3A-5ocb 1.270 _ e _ 0 0 0 0 0 0 0 0 1A-c1om 0.129 1.270 1.270 se se se 3.61 35.56 35.56 2.58 49.55 49.55 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 _ 1Aclom 1.1J0_ -___ 0.600 .se_ 16.80 . 18.72 . 0 0 0 0 0 0 0 -0 0 0 0 0 0 Vy 13A-5ocb 0.129 s 3.61 35.56 2.58 30.82 0 0 0 0 0 0 ._ _ .. . .0 _ 0 0 1A710m-__ _ . , . _ _ 1.270 - s., - .. _ -0 0 0 0 0 ,0 0 0 0 0 13A-Socb t 0A-m 1A-clom 0.129 1.670 1.270 sw sw sw 3.61 46.76 35.56 2.58 33.27 49.55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1A ctom 1.270 sw 35.56 49.55 0 0 0 0'- : 0 0 1A-c1om_ .._ ___ _ ---1.270 sw _35.56 _ 49.55 0 0 0, _ 0 _0 _. _ - 0 0 W 13A-5ocb --- .-- - 13A-Sorb 1A-clom _ 0.129 0.129 1.270 . w - nw nw _ -- 3.61 3.61 35.56 - _ 2.58 2.58 48.54 .. _ 0 0 0 .0 0 0 0 0 0 0 _ 0 0 - _0 0 0 0 0 0 0 0 0 1 Acl om 1.270 nw 35.56 -48.54 0 0 0^ 0; 0 0 . 35.56 45.29 0 0 0 0 0 0 0 0 to-clomd 1.270 nw 0 01. 0 0 0 0 0 0 _1A-clom _ 1.270 nw 35.56 2.72. 48.54 1.07. -_ 141 141 383 150 .. 56, 56 .- 153 60 P_ p __ 12B-0bw__ ____ _12B-0bw_ _ ._0.097 0.097 .,- - . - .- - 2.72 1.07 - . 0 0 0 0 . 0 0 . 0 0 0 0 0 0 P __ C.__t_ 121370bw__ _. 16B-30ad_._ 0.097 0.032 . -._ 2.72 0.90 1.07 - .1.75 _ . 141 _ - _ 195 141 195 383 175 150 - 341 341 - .__-- 90 90 . 81 1 0 -F . . __ _ - -22A-toh-_ _ _ _ - 1.358 38.02 _ 0.00 195 13 49.4 0 90 -0 0 6 c) AED excursion -109 -50 Envelope loss/gain 2382 1576 234 167 12 a) Infiltration 260 0 80 0 0 0 0 0 b Room ventilation 13 Internal gains: Occupants ® 230 0 0 0 0 1 0 600 Appliances Q 1200 0 Subtotal (lines 6 to 13) 2651 1663 234 767 Less external load 0 0 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 2651 1663 234 767 14 Subtotal 10%, 10%1 265 166 10% 10% 23 77 15 Duct loads Total room load 2916 125 1829 87 257 11 844 40 Air required (dm) Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr-vg1 >.>CSoft Right -Suite Residential 6.0.101 RSR20596 2007-Apr-05 18:04:38 /&k E:\Files\ENGLE2002\Lot390FCaracasEl\Lot390FCarecasEl.rrp Calc = MJ8 Orientation = NE Page 6 wlMghtsoR- Right-J Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC Job: CARACAS Date: 4-0-07 By: EJH 1 Room name BATH3 FAMILY RM 2 Exposed wall 5.0 ft 9.4 ft heat/cool 37.0 ft 10.8 ft heattcool 3 Ceiling height 12.0 x 5.0 ft x 22.0 ft 4 Room dimensions 60.0 ft' �17.0 374.0 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 N/P/S Heat Cool 6 13A-5ocb 0.129 ne 3.61 2.58 0 0 0 0 0 0 0 0 0 0 0 ,A-clom.• 1.270 ne 35.56 48.54 0 0 0 0 0.- 0 0 0 0 0 1A-clom 1.270 ne 35.56 53.94 0 0 0 0 0 0 0 VyL 13A-5ocb 0.129 a 3.61 2.58 0 0 0 0 0 0 0 0 11 __G tAclom 1.270 e_ 35.56 60.89 _ 0 0 _ 0 0 0 0 . 0 _ 0 0 0 13A-5ocb 0.129 se 3.61 2.58 0 0 0,. 0 0 0 0 --G 1Aclom 1.270 se 35.56 49.55 0 0 0 0 0 0 0 F-G IA-clom 1.270 se 35.56 49.55 0 0 0 0 0 0 0 0 �� DD 11J0__ - _ 0.600 _se 16.80 ..18.72 0 . 0 0 . 0 0 0 . 0 t-0 13A-5ocb 0.129 s 3.61 2.58 0 0 0 0 0 0 0 _ _C _1 Acl om ... _ 13A-5ocb 1.270 0.129 _ s _ 35.56 3.61 30.82 2.58 _ 0 47 0 40 0 145 .. , 0 103 0 238. 238 ' 858 613 10A-m 1.670 sw sw 46.76 33.27 0 0 0 0 0 0 0 0 0 0 IA-clom 1.270 sw 35.56 49.55 7 0 247 338 0 0 0 0 1Actom 1.270 sw 35.56 49.55 0 0 0. 0 0 0 0 0 0 0 .1A;61om._. 1.270 _sw 35.56 _49.55 0 0 0 0 .. 0 0 0 0 W _ _ _ _ 13A-5ocb _ _ 0.129 w 3.61 2.58 _ 0 0 0 0 0 _0 0 _, , . 162 102 368 263 13A-5ocb, 0.129 nw 3.61 2.58 0 0 0 0 0 0 0 1Ac1om 1.270 nw 35.56 48.54 0 0 0 0 0 0 0 1Ac1om 1.270 nw 35.56 48.54 0 0 0 0 0 0 0 44 0 - 1565 1993 1Aclomd 1.270 nw 35.56 45.29 0 0 0 0 16 0 569 777 1 Act om 1.270 nw. 35.56 48:54 0 0 . 0 0 0 0 0 P 12B-0tyw 0.097 . _- 2.72 1.07 0 0 0 0 0 0 0 0 P- P 128-0bw. 128-0bw 0.097 0.097 2.72 2.72 1.07 1.07 0 0 0 -0 0 0 0 0 0 C 16B-30ad 0.032 0.90 - 1.75 60 60 - 54 105 374 374 335 655 0 F_, . 22A4nh .1.358 38.02 0.00 60 5 190 0 374 37 1407 6 c) AED excursion 98 1000 Envelope loss/gain 635 645 5102 5300 12 a) Infiltration 103 33 879 0 282 0 b Room ventilation 0 0 13 Internal gains: Occupants Q 230 0 0 4 9200 Appliances Q 1200 0 0 0 Subtotal (lines 6 to 13) 739 678 5981 6503 Less external load 0 0 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 739 678 5981 6503 14 15 Subtotal Dud loads 10% 10% 74 68 10°h 10°h 598 650 Total room load 812 35 746 36 6579 281 7153 341 Air required (dm) I I Printout certified by ACCA to meet all requirements of Manual J 8th Ed. c w.�ghrsoTtc Right -Suite Residential 6.0.101 RSR20596 2007-Apr-05 18:04:38 E:\Files%ENGLE2002%Lot390FCaracasEMot390FCaracasEl.rrp Cale = MJ8 Orientation = NE Page 7 -Ffl- wrightsoft' Right-1 Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC Job: CARACAS Date: 4-4-07 By: EJH 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area LIV/DIN/FOY 22.0 ft 10.8 ft heat/cool 1.0 x 508.0 ft 508.0 ft' Ty Construction number U-value (Stuh/ft'--°F) Or HTM (Btuh/ft') Area (ft') or perimeter (ft) Load (Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 1/��--C; r. G Vy ' .G Vy �--G_ W _ , _ P P P Z_, F _ _ 13A-5ocb 1A-ctom 1Aclom _ _ 13A-5ocb 1A-c1om _ 13A-5ocb 1Aclom 1A-c1om 11J0_ 13A-5ocb 1A�1om 13A-5ocb 10A-m 1Aclom IA-clom 1Aclom_ _ 13A-5ocb _ 13A-5ocb 1Actom 1Aclom 1A-c1omd 1Ac1om. '_ _ 12B-0bw 128-0bw- _ 12B-0bw_ _ -16B-30ad. _ 22A-toh _ 6.129 1.270 1.270 0.129 1.270 0.129 1.270 1`.270 0.600 0.129 1.270 0.129 1.670 1.270 1.270 1.270 0.129 0.129 1:270 1.270 1.270 1.270 0.097 _ 0.097 0.097 0.032 1.358 ne ne ne a -e se se se -se s , s "sw sw sw sw sw. w nw. nw nw nw -nw - _ . _ _ • - . 3:61 35.56 35.56 3.61 35.56 3.61 35.56 35.56 16.80 3.61 35.56 3.61 46.76 35.56 35.56 - 35.56 3.61 3.61 35.56 35.56 35.56 ..35.56 2.72 .. 2.72 2.72 _ 0.90 38.02 2.58 48:54 53.94 2.58 60.89 2.58 49.55 49.55 18.72 2.58 30.82 2.58 33.27 49.55 49.55 49.55 2.58 2.58 48.54 48.54 45.29 48.54 _1.07 1.07 , 1.07 . _ .1.75 0.00 0 0 0 0 _ 0 86 0 9 48 0 0, 151 0 0 8 32 0 0 0 0 0 ._ .01 _ _ 0 _ 117 _ .97 508 , _ 508 0 0 0 0 0 29 0 9 48 0 0 11l 0 0 8 1 0 0 0 0 0 0 _ 0 117 _ 97 _. 508 22 0 0 0 0 0 106 0 320 806 0 0 400 0 0 297 1141 _ 0 0 0 0 0 0 0 317 264 455 837 0 0 0 0 ,. 0 76 0 . 254 899 0 0 286 0 0 235 1574 0 0 0 0 0 0 . 0 124 104 _889 0 ' . ; 6 c) AED excursion 253 Envelope loss/gain 4943 4694 12 a) Infiltration b) Room ventilation 523 0 168 0 13 Internal gains: Occupants Q 230 Appliances Q 1200 1 0 230 0 Subtotal (lines 6 to 13) 5465 5092 14 151 Less external load Less transfer Redistribution Subtotal Duct loads 1 10% 10% 0 0 0 5465 547 0 0 0 5092 509 Total room load Air required (cfm) 1 6012 257 5601 267 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A&N~ 4C_4htS4> C Right -Suite Residential 6.0.101 RSR20596 2007-Apr-05 18:04:38 K E:\Files\ENGLE2002\Lot390FCaracasEl\Lo1390FCarecesEl.rrp Calc = MJ8 Orientation = NE Page 8 a O � am 12x6 I.cd 12x6 l•cd 8 + 123 t s v ..tab. i � .{ 44we a44 r 4' bath duct a Ci Ieo loxlo 4e d lox6ll.cd o roof cap 175- °"' w/fan-light [ 16• Nutone 763RLNB s y IBxIB ro0 s f`�� 1 73 Ill F110 `4 170 1Ox10 4.cd Bx4 1• 3' bath duct } 2 2 = T 10x6 l.cd o roof cap 70 z m Q Li W Li0,I w/fan o ��•• 6 Nutone 696RNB 6 $ I > M o �0 w W o C) O 6 14• _ 4• ._ IOx6 i.cd d' F O O lox6ll r° TB 0 N N r- In 14• 12Y12 ra 1Ox10 ro (U �0 +� T� lmUO rap r � B 83 14.14 a0 40 IOx6 1.cd 35 , 9x4 1. d `" -'12' F4 1— 6. FJ4fU w A < N i fl 61 W 4 I Q r IV t7 Pq 4• 70i C] .� 3 Z7 D +' a z / \ a U � r 14 ro ri er "� I-• Z y V) ID I O4 r a W s l4- 4• dry duct I W Q' a [ [ 14xB9711x�c�d •/dr vent box ❑ 4 r.Igtt•p ❑ (. +' M ++ 3 Z Q m❑ N 4,0 TON V/I01(V e240V IPN W (, (Y) W C 19%l9 PLEN J Q A ❑ plot w by b dr z Q❑> CS{— 'ry WUJ❑ Z> sca1� .I.B••1.0' Rating z o r U) m w > z z a J ~ 7 J O 7 Q Must have a nWnun clearance of 4 Inches around the air handler per the State Energy code. All duct has an r-6 Insulation value. CO O_ J (N 0 0 OFFICE 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: 'Caracas Builder: ENGLE HOMES Address: q.e--D �L!��c(��-,�� Z cam- Permitting Office: City, State: 7 Permit Number: Owner: ern 111P- me,s Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 47.0 IcBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 14.00 4. Number of Bedrooms 5. Is this a worst case? 3 _ Yes _ b. N/A _ 6. Conditioned floor area (W) 2567 ft' _ PLANS REVIEWED 7. Glass type I and area: (Label reqd. by 13-104.4.5 a. U-factor. if not default) Description Area _ sys (or Single or Double DEFAULT) 7a. (Sngle Default) 325.6 ft' _ a. 1 c H r F SANF^nDft,/h b. SHGC: HSPF: 8.50 (or Clear or Tint DEFAULT) 7b. (Clear) 325.6 ft' _ b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 0.0(p) ft _ c. N/A _ b. N/A _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=5.0, 1582.6 ft' _ EF: 0.90 b. Frame, Wood, Adjacent R=1 1.0, 552.2 ft' _ b. N/A _ c. N/A _ d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 2568.0 ft' 15. HVAC credits b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling, b. N/A _ MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as -built points: 27479 PASS Total base points: 31213 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: �- DATE: 1 `I D Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer 8 Winter Glass output on pages 284. EnergyGauge@ (Version: FLRCSB A.5) wog THH ST4.J, r FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2567.0 24.35 11251.0 1.Single, Clear W 1.3 5.6 31.7 57.68 0.93 1698.0 2.Single, Clear NE 1.3 6.6 18.5 47.10 0.95 830.0 3.Single, Clear N 1.3 6.6 19.0 30.19 0.96 551.0 4.Single, Clear NW 1.3 6.6 18.5 40.72 0.95 718.0 5.Single, Clear W 1.3 4.8 18.9 57.68 0.90 982.0 6.Single, Clear S 1.3 7.0 31.7 48.22 0.93 1415.0 7.Single, Clear E 24.0 10.0 44.0 63.97 0.38 1070.0 8.Single, Clear S 9.0 8.0 27.0 48.22 0.55 713.0 9.Single, Clear E 1.3 5.2 6.9 63.97 0.92 404.0 10.Single, Clear S 11.0 10.0 44.0 48.22 0.55 1170.0 11.Single, Clear N 5.0 5.5 9.0 30.19 0.74 200.0 12.Single, Clear E 1.3 1.9 8.3 63.97 0.65 343.0 13.Single, Clear E 1.3 7.0 32.1 63.97 0.96 1965.0 14.Single, Clear S 11.0 10.0 16.0 48.22 0.55 425.0 As -Built Total: 325.6 12484.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 552.2 0.70 386.5 1. Concrete, Int Insul, Exterior 5.0 1582.6 1.00 1582.6 Exterior 1582.6 1.90 3006.9 2. Frame, Wood, Adjacent 11.0 552.2 0.70 386.5 Base Total: 2134.8 3393.5 As -Built Total: 2134.8 1969.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 48.0 4.80 230.4 Exterior 48.0 4.80 230.4 Base Total: 48.0 230.4 As -Built Total: 48.0 230.4 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2567.0 2.13 5467.7 1. Under Attic 30.0 2568.0 2.13 X 1.00 5469.8 Base Total: 2567.0 5467.7 As -Built Total: 2568.0 5469.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 193.8(p) -31.8 0.0 1. Slab -On -Grade Edge Insulation 0.0 193.8(p -31.90 0.0 Raised 0.0 0.00 0.0 Base Total: 0.0 As -Built Total: 0.0 0.0 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 I ADDRESS: , , , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2567.0 14.31 36733.8 2567.0 14.31 36733.8 Summer Base Points: 57076.4 Summer As -Built Points: 56887.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 47000btuh ,SEE R/EFF(14.0) Ducts: Unc(S),Unc(R),Int(AH),R6.0(INS) 56887 1.00 (1.09 x 1.150 x 0.85) 0.244 1.000 14809.3 57076.4 0.3250 18549.8 56887.1 1.00 1.069 0.244 1.000 14809.3 EnergyGauge'*' DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point .18 2567.0 9.11 4209.0 1.Single, Clear W 1.3 5.6 31.7 13.25 1.01 423.0 2.Single, Clear NE 1.3 6.6 18.5 14.70 1.00 272.0 3.Single, Clear N 1.3 6.6 19.0 15.07 1.00 285.0 4.Single, Clear NW 1.3 6.6 18.5 14.97 1.00 276.0 5.Single, Clear W 1.3 4.8 18.9 13.25 1.01 253.0 6.Single, Clear S 1.3 7.0 31.7 9.90 1.02 319.0 7.Single, Clear E 24.0 10.0 44.0 12.37 1.30 708.0 8.Single, Clear S 9.0 8.0 27.0 9.90 1.94 519.0 9.Single, Clear E 1.3 5.2 6.9 12.37 1.02 86.0 10.Single, Clear S 11.0 10.0 44.0 9.90 1.92 835.0 11.Single, Clear N 5.0 5.5 9.0 15.07 0.99 134.0 12.Single, Clear E 1.3 1.9 8.3 12.37 1.09 112.0 13.Single, Clear E 1.3 7.0 32.1 12.37 1.01 401.0 14.Single, Clear S 11.0 10.0 16.0 9.90 1.92 303.0 As -Built Total: 325.6 4926.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 552.2 1.80 994.0 1. Concrete, Int Insul, Exterior 5.0 1582.6 2.90 4589.5 Exterior 1582.6 2.00 3165.2 2. Frame, Wood, Adjacent 11.0 552.2 1.80 994.0 Base Total: 2134.8 4159.2 As -Built Total: 2134.8 5583.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 48.0 5.10 244.8 Exterior 48.0 5.10 244.8 Base Total: 48.0 244.8 As -Built Total: 48.0 244.8 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2567.0 0.64 1642.9 1. Under Attic 30.0 2568.0 0.64 X 1.00 1643.5 Base Total: 2567.0 1642.9 As -Built Total: 2568.0 1643.5 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 193.8(p) -1.9 0.0 1. Slab -On -Grade Edge Insulation 0.0 193.8(p 2.50 0.0 Raised 0.0 0.00 0.0 Base Total: 0.0 As -Built Total: 0.0 0.0 EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2567.0 -0.28 -718.8 2567.0 -0.28 -718.8 Winter Base Points: 9537.1 Winter As -Built Points: 11679.1 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 47000 btuh ,EFF(8.5) Ducts:Unc(S),Unc(R),Int(AH),R6.0 11679.1 1.000 (1.078 x 1.160 x 0.87) 0.402 1.000 5125.2 9537.1 0.5540 5283.5 11679.1 1.00 1.093 0.402 1.000 5125.2 EnergyGaugeTM DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB A.5 FORM 60OA-2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details PERMIT #: ADDRESS: , , , J 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 3 2460.00 7380.0 50.0 0.90 3 1.00 2514.67 1.00 7544.0 As -Built Total: 7544.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 18550 5284 7380 31213 1 14809 5125 7544 27479 PASS 'CIiE STqjAo� n a a 1�t'.6o wv. EnergyGauge'"" DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window areas .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 banner; 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 clearly 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 1 607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 88.0 The higher the score, the more efficient the home. I . New construction or existing New _ 2. Single family or multi -family Single family 3. Number of units, if multi -family 1 4. Number of Bedrooms 3 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 2567 ft' _ 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) 325.6 ft' _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 325.6 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 0.0(p) ft _ b. N/A _ c. N/A _ 9. Wall types a. Concrete, Int Insul, Exterior R=5.0, 1582.6 R' b. Frame, Wood, Adjacent R=1 1.0, 552.2 ft' c. N/A _ d. N/A _ e. N/A _ 10. Ceiling types a. Under Attic R=30.0, 2568.0 ft' b. N/A c. N/A _ 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft _ b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 47.0 kBtu/hr _ SEER: 14.00 Cap: 47.0 IcBtu/hr HSPF: 8.50 Cap: 50.0 gallons EF: 0.90 *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. I Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on a es 2&4. EnergyGauge® (Version: FLEE v4.5) CCL CCL/IBI CONSULTANTS, INC. AUTHORIZATION #LB5610 CCL ENGINEERS SURVEYORS PLANNERS 2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL 33064 (954) 974-2200 IBI IBI POMPANO BEACH ORLANDO TAMPA JUPITER A DIVISION Or THC IS/ GROUP WWW.CCL-POMPANO.COM WWW.CCL-ORLANDO.COM A DIV/S/ON Of' THE /B/ CROUP ENGLE KAY' S LANDING PHASE 2 NATIONAL FLOOD INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE COMMUNITY NUMBER 120294 NORTHEAST 114 OF 5ECTION 34, TOWNSHIP 19 PANEL NUMBER 12117CO040C SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, MAP REVISION 0511711995 BEING S 00-14'40" E, AN ASSUMED MERIDIAN. FLOOD ZONE X OFFICE LEGEND: L= ARC' DISTANCE INDICATES/ B,C5610 CAP (IRCIN UNLESS OTHERWISE NOT NOTED nm CENTRAL ANGLE L.B. a LICENSED BUSINESS _ _ ' " A/C AIR CONDITIONER SLAB N&D = SET NAIL AND DISC L.B. 5610 S.E.CENTERLINE PC = POINT OF CURVATURE QDRAINAGE EASEMENT PCC = POINT OF COMPOUND CURVATURE "AQ1 - L.M.E. LAKE MAINTENANCE EASEMENT U.E. UTILITY EASEMENT PI POINT OF INTERSECTION PRC = POINT OF REVERSE CURVATURE _ + F.F. FINISH FLOOR CATV. - CABLE TV FHYD. = FIRE HYDRANT L.P. .- LIGHT POLE �K r W.M, m WATER METER W.V. - WATER VALVE ELEC. = ELECTRIC SERVICE PT - POINT OF TANGENCY LOCATION SKETCH ® = PROPOSED ELEVATION (NOT TO SCALE) SCALE: t" = 30' \\PLAN REVIEWED NFORD LOT 143 �'S5Z0 PIG 1000 6 1 \ 2 1 O 'CARACAS" ELEVATION '1J" \ �c^�^A• \N• 1 50.00' x 70.00' `' 6 / / o A rm• 35.3 g 3159tsq.It. F.F. ELEV. 35.95' o o\ 34.) r- ^ t1• C` ao• g 61 00• � � ` �� LOT\ 744 tY3 (� "S •O 5 LOT 145 LOT 146 •,�-�� 1 �9.5 0 Off. l 35.4 34.6 / \ / NOTE: AREA TABULATION ; LEGAL DESCRIPTION: BUILDING WILL BE STAKED AS SHOWN --------------- LOT a 8,127tSO.FT Lot 144, Koy's Landing, Phase 2, according to the Plot thereof, as recorded in Plot Book 69, at Page 43-44, of the Public Records, Seminole County, r1orida. 111q NOTES; (SKETCH AND LECAL ONLY, NOT A SURVEY) Q0 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED 2. LANDS SH097! hLREON WERC NOT ABSTRACTED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS BY CCL CONSULT41175 INC. FOP. EASEMENTS AND r— DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL RIGHTS -OF -!:AY CF RECORD. PURPOSES ONLY AND IS NOT VALID. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING 3• DATA SHG:w.' HEREON WAS CG//PILED FROM OTHER �- PARTY OR PARTIES l5 PROHIBITED WITHOUT WRITTEN AS SUCH. lNS7:RUMEN AND DOES NOT .ONSTltUT£ A FIELD SURVEY W CONSENT OF THE SIGNING PARTY OR PARTIES. 0 6 REVISIONS: DATE: BY: PLOT PLAN 3/21/07 JAM (L Z _� - 2/-• 07 RON 11. KERR P.L.S. PROFESSIONAL SURVEYORt and MAPPER #4907 STATE OF FLORIDA DATE OF SKETCH: DRAWN CHECKED FIELD 3/21/07 I-ey-JAM BY RWH BOOK N�A I iL,� M 1. DESIGNED AND TESTED IN ACCORDANCE WITH FLORIDA BUILDING CODE. INTERNATICNAL BUILDING CODE, AND INTERNATIONAL RESIDENTIAL CODE. 2. DASH NUMBERS REPRESENT VARIOUS SECTION HEIGHTS. 3. FOUR SECTION 7' HIGH DOOR SHOWN. 8' HIGH DOORS HAVE FIVE SECTIONS. 4. SECTION HEIGHT OF 20.812. 19.00 & 16.75 ARE AVAILABLE AND MAY PIE USED IN COMBINATION TO ACHIEVE OHD/GENIE EOUIVALENCY CHART OHO DOOR SERIES No. GENIE DOOR SERIES N..F PAN THICKNESS SERIES 188 SERIES GDS300 24 Go. SERIES 189 SERIES CDS30R 24 Co. SERIES 281 SERIES GDS200 25 Go. SERIES 288 SERIES GDS500 25 Go. SERIES 381 SERIES GDS550 1 25 Go. VARIOUS HEIGHT DOORS. 5. EMBOSSMENT PATTERN OF 14.50 X 20.375 SHOWN. ALTERNATE PATTERNS OF 14.50 X 43.375. 12.50 X 20.375 AND 12.50 X 43.375 MAY BE USED. DOOR WITHOUT EMBOSSMENTS ALSO AVAILABLE. 6. TORSION SPRINGS SHOWN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS BRACKET, REF. P/N 405964-0002. ON 8' HIGH DOORS ONLY. 8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE SECTION IMMEDIATELY BELOW THE TOP SECTION. ALTERNATE WINDOW STRUT CONFIGURATION- 1 HS2 ABOVE AND 1 HS2 BELOW WINDOW FRAMES. 9. THE STRUT PLACEMENT ON DOORS CONSTRUCTED WITH 5 OR MORE SECTIONS MUST BE CONSISTENT WITH THE DOOR SHOWN. 10, DOORS CONSTRUCTIONS OVER 8' TALL ARE AVAILABLE AND REOUIRE COMMERCIAL TRACK. REFER TO DRAWING D-408352. 11. REFER TO SHEET 2 FOR SERIES SELECTION GUIDE. 12. JAMB DETAIL TO BE IN ACCORDANCE WITH DRAWING 409783. JAMB/SCAB BRACKET ATTACHING HARDWARE SHALL BE AS FOLLOWS: WOOD JAMB - 605574-0001 LAG SCREW, 5/16 X 1-3/4 CONCRETE BLOCK - RAWL LOCK BOLT, 5/16 X 1-1/2 EMBEDMENT 13. ATTACH STRUTS TO STILES WITH 2 SCREWS AT ALL CENTER STILES AND 4 SCREWS AT END STILES. SHAFT q (VARIES) OPENING HEIGHT IAINUS 11" 3 1/8 2" X 6" WOOD JAMB V2•' X 4" WOOD JAMB "D OR EOUIVALENT �J HORIZONTAL TRACK / & COUNTERBALANCE I 12 R \-OPTIONAL SPLICE IN I HORIZONTAL TRACK AT I TOP OF RADIUS 405964-0002 405964-0002 a7 046450-0003 36 405964-0001 5 STANDARD TRACK DETAIL FOR 9' SCALE: 1 / 16" = 1- 72 --y F-.968 11j--- ;1093 VIEW "D-D" 2" TRACK L 9 i i /1-1/2" I I TRACK I 'I I I II I II 00 I �I I II I O II I I I I II DETAIL �F SCALE: 1/4 (9' WIDE) DESIGN TEST MAX. ROWS OF ROLLER SHAFT VERTICAL JAMB LOAD PRESSURE PRESSURE DOOR WIDTH CENTER STIL BRACKET AT STRUTS ROLLER TRACK (LBS/FT OF HEIGHT HARDWARE PSF PSF FEET STILES JOINT GAGE A DESIGN PRESSURE 37 55.5 9' 1 SINGLE YES HS2 2" X 7./1 F; " TR3 1 .057" 1 167 STD. APPROVED PRESSURE RATING CHART DOOR WIDTH 8' 7' 6' DESIGN PRESSURE 46.8 60 60 TEST PRESSURE 70.2 90 90 JAMB LOAD LBS FT 187 210 180 NUM. OF EXTRA BRKTS PER SIDE 1 I 1 7' BRKT LOCATIONS 54.5" 1 54.5" 1 54.5" 8' BRKT LOCATIONS 22•' 1 22" 1 22" INTERIOR ELEVATION SCALE: 1 / 16"=1 " PANEL SECTION WEATHERSEAL THE OR-C MO/OR TECWRCAL WFMR TION ON 1NIS SHCET IS THE PROPERTY OF OVERHEAD DOOR CORPORATR OR ITS SUBSIOURY MO IS LOWED PI CONFIDENCE FOR CNC EEMK AND WUTUAL ASSISTANQ PURPOSES ONLY. AND W NOT BE REPROOUCEO OR USED TO wVRUFACTURE ANYTHING DISCLOSED HEREON WITHOUT THE D7PRCSS PERUISSIOM OF WMEAD DOOR CORPORATION MNRD. WY RECALL THIS SHEET AT ANY TOIL LETTER OESCAIPT r DATE APPRU,,,,E - RFP PER DRN 400600 10 19/95 SB c RE _ co 4 , N 02 a ,1 :�` Sr DUW 1l.c TY : Pa s CW #�cvc r kear{ o$c7So '4- Z-zs-�3 I z3gl 37 Sr��sF BOTTOM FIXTURE BOTTOM BAR SECTION "C-C"SEE NOTE 4 SCALE: 1/2 TOP FIXTURE HS STRUT END HINGE HS STRUT 1 7/8" THK. SECTION "A -A" SCALE: 1/4 -TOWN) _ 10 y� a - 0. .i {+ilk, ,��• �_','[' Iif.a `1 _ ar - _ _rL UNLESS OTHERWISE SPCC61E0 NAPE ERHEAD RANazws ARc N PKNrs:rOLrnANcu a OV DER 0A11A5. DRAWN er. .4- ,r spT o PE VESSELS uATFAut: CHECIQD ln: N/A S. BOUCHER ,v- , Pa ,m.Aa- a '/'•' APPUEO Fw . ONO OF EAAIRE APPRQ'ED BY: NONE EACH S. BOUCHER ' F- WINREQAD, 180/280/381. �56.5 PSF, 9 -0 MAX 10/19/95 way ®- 408950 10/19/95 SCALE: 3/8 FsIim 1 OF 2 B NOTES REVISIONS OESCRIPnON I WTE .108 STK -- _-070 STK [ 4 o o u ' 2-11/16 o o �- -L 2-13/32 O 409808-0001 , TOP FIXTURE 2 9/32� 000 3 3/16 0 0 oho (D 407603-0001 , CENTER HINGE 2 9/32 H" 070 MIN 000 3 3/16 o 0 O 407605-XXXX, END, HINGE PART NUMBER 'H" 407605-0002 .85 407605-0003 1.10 407605-0004-. - .1.35. 407605-0005 1.60 2 tt/32 .091 MIN 0 3 9/16" 10 � o 0 O O F- —�- 2 7/ 16" (0 405771 -XXXX BOT. FIXTURE 1 11/32 27/32 I- o o 0 0 MIN 2.25 � 1/8IF — 1 7/1 8 L� 5/8 MIN. THK. LENGTH = DOOR WIDTH - 1 U 400650-XXXX, ROLLED HS STRUT ROLLED HS STRUT CHART PART NUMBER IMIN. THK. I STRUT 400650-0002 .052 1 HS-2 -{ � 1 3/32 "L- � 1 3/4" o I ° � *o 0 0 2 1/2" O 'I I 2 1/4 108 MIN II O 405742-0001 , BRACKET, ROLLER SHAFT 7/16" DIA -I 1" DIA 1 L 7/16"---I F_ ,D 061166-0002, ROLLER ASSY, TR-3 7 9/t66 REF ==If 1 13/ 1 6 DIA REF 7/16 DIA. T REF. „ 061 1 66-0001 , ROLLER ASSY TR-3 0 405964 & 046450, BRACKET SCAB PART. NUMBER "L" 405964-0001 3-1/4' 046450-0003 4" EN 11 o' o 0 2 1/16" O THROW • —•0 4 5/8" o U 409334-0001 , SLIDE LOCK ASSY (OPT. 4 3/8 i i 1 3/4 o O 2 3/8" H �II . 108 MIN - t_ O 405964_-0002 BRACKET SCAB JOINT MANGE COUNT �UDj11G ®IV. END STILE P/N 409518-0004.5.6<1 [CENTER STILE P/N 408680-0004,5,6 a STEEL STRUT O3 SCREW STRUT' -SUPPORT'' P/N 605897-0001 408887-0002 CENTERED BETWEEN END STILE AND CENTER STILE SECTION 'B-B' I'•v UN:rtc OiHERNSE SPE[UIED pp —E '�' MT[f '41'. DRA16M THE ORAWING AND/OR TECHNICAL iNEORMAMM ON fN,S ONDryri4 ARE N NHCT:TatNNN.TS PH EgHEAD p`1 pq TFUs SWEET IS TME PROPERTY OF OVERHEAD DOOR CORPORATION OR OS SUDSrouRY AND 4 IOANENPDPOW D W COENCE ilTWauL Nat DME`U` ANaty • ? d. O '3"y/`�`� PE VESSELS" 9/ / 2995 39 DQ WaHc AND WTUAL ASSISTANCE PURPOSES ONLY. WTFRIAL� CHECKED AND WY NOT RE REPRODUCED OR USED TO MANUPKNRE d AMC WS N/A ROUGHER 1D/19/95 PERUIANYTIHWG OSCLOSED HEREON MOHDUT THE EXPRESS SSION DOOR CORPORADON WRCN wY -' 'm"'' • / APPUED —.SN: UWi OF MEASURE APPROVED BY: ONAENL WEE. Mw�ET � TDA RECALL RECALLL DOS NONE EACH S. 80UCHER 10/19/95 scuF: 1/381 , MAX -408950 __2 0T nvFr_a W.I. DESD;;4 AN-,) TESTED IN ACCORDANCE WITH FLORIDA BUILDING CODE, 12. JAMB DETAIL TO BE IN ACCORDANCE WITH DWG 409783. INTER NAT IONAL BUII-DING CODE. AND INTERNATIONAL RESIDENTIAL CODE. JAMB/SECTION BRACKET ATTACHING HARDWARE SHALL BE AS FOLLOWS: 2. DASH NUMBERS REPRESENT VARIOUS SECTION HEIGHTS. WOOD JAMB - 605574-0001 LAG SCREW, 5/16 X 1-3/4 3. FOUR SECTION 7' HIGH DOOR SHOWN. 8• HIGH DOORS HAVE CONCRETE BLOCK - RAWL LOCK BOLT, 5/16 X 1-1/2 FIVE SECTIONS. 4. SECTION HEIGHT OF 20.812, 19.00 & 16.75 ARE AVAILABLE AND MAY BE USED IN COMBINATION TO ACHIEVE VARIOUS HEIGHT DOORS. 5. EMBOSSMENT PATTERN OF 14.50 X 20.375 SHOWN. ALTERNATE PATTERNS OF 12.50 X 43.375 AND 12.50 X 20.375 MAY BE USED. DOOR WITHOUT EMBOSSMENTS ALSO AVAILABLE. 6. TORSION SPRINGS SHOWN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS BRACKET, REF. P/N 405964-0002. ON 8' HIGH DOORS ONLY. 8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE APPROVED PRESSURE RATING CHART DOOR WIDTH 12' 10' 9' 8' DESIGN PRESSURE 44.4 60.0 60.0 60.0 TEST PRESSURE 66.7 90.0 90.0 90.0 JAMB LOAD LBS FT 267 300 270 240 NUM. OF EXTRA BRKTS PER SIDE - 1 - - 7' BRKT LOCATIONS - 12" - - 8' BRKT LOCATIONS - I 12" - - SECTION IMMEDIATELY BELOW THE TOP SECTION. 9. THE STRUT PLACEMENT ON DOORS CONSTRUCTED WITH 5 OR MORE SECTIONS MUST BE CONSISTENT WITH THE DOOR SHOWN. THE STRUTS FOR THE ADDITIONAL INTERMEDIATE SECTIONS ARE TO BE PLACED AS SHOWN ON THE THIRD SECTION. 10. THE STRUT PLACEMENT DIMENSION ON ALL SECTIONS LESS THAN 20.812" MUST BE REDUCED BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT & 20.812". 11. DOOR CONSTRUCTIONS OVER 8' TALL ARE AVAILABLE AND REQUIRE COMMERCIAL TRACK. REFER TO DRAWING D-408352. OHD GENIE EQUIVALENCY CHART OHO DOOR SERIES No. GENIE DOOR SERIES No. PAN THICKNESS SERIES 188 SERIES GDS300 24 Go. SERIES 189 1 SERIES GDS30R 24 Go. SERIES 281 SERIES GDS200 25 Go. SERIES 381 SERIES GDS550 25 Go. 3 1/8n F 1 IT 2" X 6" WOOD JAMB 2" X 4" WOOD JAMB OR EQUIVALENT HORIZONTAL TRACK & COUNTERBALANCE 12 R OPTIONAL SPLICE IN HORIZONTAL TRACK AT TOP OF RADIUS 4059 64 -0002 �-405964-0002 < 46450-0003 1 54 I 1/2 36 20 1/2 405964-0001 J \-405964-0001 STANDARD TRACK DETAIL FOR 16' SCALE: 1 / 16" = 1 " END HINGE 1-1/2 — ROLLER SHAFT ` BRACKET 405742-0001 (2 REO'D) 407605-0004-,�, TYP 2 PLCS 061166-0001 TYP 2 PLCS 407605-0003 TYP 2 PLCS 061166-0001 TYP 2 PLCS 607935-0005 &- 405831-0003 TYP 4 PLACES 407605-0002 TYP 2 PLCS 061166-0001 1—.968 TYP 2 PLCS j 3 VIEW "D—D" 2" TRACK .068 THK (VERTICAL) ROLLER DETAIL 'IF" SCALE: 1/4 HAFT bR,h, 7im M n 405771-0001 061166-0002 �— DOOR WIDTH CENTER STILE END STILE ROLLER SHAFT BRACKET STRUTS/SECT. ROLLER VERTICAL TRACK JAMB LOAD (# PER FT -HT) HARDWARE 16' 3 SINGLE YES 2 X S 1.065 2" X 7/ 16" -GAGE .068" 200 STD. NOTE: THIS DOOR IS DESIGNED FOR A +/- 25 PSF DESIGN WINDLOAD PRESSURE AND +/- 37.5 PSF TEST WINDLOAD PRESSURE. PANEL SECTION WEATHERSEAL SECTION "C—C" SCALE: 1/2 SPRING ANCHOR BRACKET 400650-0001 HS1 16'-0' MAX. WIDTH INTERIOR ELEVATION .CALE: i/SG"=1" AN ME ORAWLNC D/OR TECHMCAL INFOR-TION ON TMS SNEET IS ME PROPEATI. OF OERNEACI ODOR CORPORATION OR ITS SURSOL AND IS L.O-ED W CONFIDENCE FOR NN ENCEERINC ANO Milt L ASSSTAHC[ PURPOSES ONE,. ANO MAr NOT BE REPROOUCED OR USED TO MANUFACTVRE ANVDYNG DSQOSEO HEREON MTMOUT THE EXMESS PERMSSION OF WERNEAD DOOR CORPORATION IMI N MAY ALL RECMm SNEET AT ANY TIME D TER ILL ova -�osS32 FIXTURE BOTTOM BAR LETTER DESCR TION DAFE APO. C REV PER EN 10099 O1 09 98 0 E REV PER EN 11060 REV PER EN t t 205 OS 29 02 11 12 02 1, D NZ-2S--03 1 HS STRUT 7 ss m TOP FIXTURE SEE NOTE 4 n -END HINGE CENTER STILE P/N 408680-0004,5,6 a (3 PLCS) TUBE STRUT AND STRAP 407603-0001 (9 PLCS) 409808-0001 TYP 2 PLCS 061166-0002 TYP 2 PLCS �---- 1 7/8 THK. 71 SECTION "A —A" SCALE: 1/4 „F„ �A ,8 � (7'-0" SHOWN) 8'-0" 11 MAX. HEIGHT 15 •^�;�. ,.,TES>-�r, 409334-0001 12 ' 'w 405771 .:. r J 061166 6002 f " r - I UNLESS OTNERMSE SPEOTIED AHEAD OBE DDoq D�Aa s. NAME ,... DA?E ': `VJ1 OLOAD; 80/281 /381 , - D..E.sND.Ns .Rc a .ioNo:TurAN.Gu a oaANn Dr: �• ..;;a;��, ocn.ME wwvo¢ NOTE w.MEloa AiMau , „• N><.s:.Pr...o.m,. o G.J.MOORE 1 1` 18 94 . / / PSF, "TERML CNEOD:D 1X: •c,f 16'-0' MAX .-..m N/A ADA JOHNSON 12/01/94'` NUCoS 'A'� pD,ND ®_ 408832 APPLIED fuRSN: UNR D< M--E: APPRp4D gf: A m. • m .F�.AFF•. NUMBCR nvRca i LETTER DESGEPnoN DATE C REV PER EN 10099 O1 09 98 D REV PER EN 11060 OS 29 02 E REV PER EN 11205 11/t2/02 2-t1/32 091 MIN -{� O o O 2-1/16 THROW 108 STK--I---.070 STK I 0r-1 2- t /q LENGTH = DOOR WIDTH - 1 " 0 0 0 -T 3-9/16 I Jo 1/8 .4 5/8- - - O- 2-11/t6 o 0 0 >00 0 o 0 1-7/8 f� 2-13/32 f --�- 2-7/16 5/8 .030 THK -- 3 - PIN 409808-0001, TOP FIXTURE P/N 405771 -XXXX. BOTTOM FIXTURE P/N 400650-0001 . ROLLED HS-1 STRUT P/N 409334-0001. SLIDE LOCK ASSY ORANGE COltNTY BEt[ . 070 MIN 1-11/32 I I I Inu Dt�l. 2-9/32 27/32 I-- 1-3/32 L I' �— 1-3/4 4-3/8 1 _3/q 2-9/32 O o O �O0 O O I I .070 MIN H,. / La 2-3/8 O 0 3-3/16 :il 2-1 2 O 0 0 o o 090 M- 2-1/4 -- I 3-3/16 0 090 MIN � �� - �_ 0 0 �- 7/16 .108 MIN .108 MIN P/N 407603-0001 _ CENTER HINGE P/N 405742-0001, BRACKET, ROLLER SHAFT P/N 405964 & 046450. BRACKET SCAB T�- 3 � � LENGHT= DOOR WIDTH T 2 065 REF P/N 607935-0005 STRUCTURAL TUBING RECTANGULAR 065 THK END STILE WITH CLOSED END CAP 2 P/N 408794-0001.2.3 SCHLW P/N 605911-0001 SECTION "B-B" CENTER STILE P/N 408680-0004,5,6 Q TUBE STRUT 607935-0005 AND STRAP 405831-0003 EACH CENTER STILE END STILE WITH CLOSED END CAP 2 P/N 408794-0001,2,3 SCREW P/N 605911-0001 NUMBER 'L" rP',RT 405964-0001 3-t/a" 0N5450-0003 4" 7/16 DIA -I T— �� I-13/116 DIA UL 7/16 - I - P/N 061166-0002, RCLLER ASSY SECTION "G-C" P/N 405964-0002, BRACKET SCAB JOINT 3.00� 3/4 o 2.00 Tr- O P/N 405831-0003 STRUT STRAP 7-9/16 CENTER STILE REF P/N 408680-0004,5,6 a -�� 7/16 I 7/16 DIA REF 1-13/16 DIA .f REF P/N 061166-0001, ROLLER ASSY TR-3 I STEEL HS-1 STRU-, P/N 400650-0001 THE DRAWNO AND/OR TECHW-AL NPDRYATUN w THIS SHEET 6 THE PROPERTY OF OVERHEAD DOOR CORPORATION OR TR SUBSIDIARY AND IS LOANED N CONFIDENCE FOR ENGINEERING AND WUTUAL ASSISTANCE PURPOSES ONLY. AND NMY NOT BE REPRODUCED OR USED TO NAAHUEACTURE ANYTHND DISCLOSED HEREON WITHOUT THE EXPRESS PERWSSION OF OVERHEAD DOOR CORPORATION WHICH WY RELAL THIS SHEET AT ANY TW- P/N 407605-XXXX. END, HINGE PART NUMBER 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 Q2Jt:: ' 185 FLUSH ,- p2-1 186 YES* FLUSPI 43021 188 189RfCI 281 284 285 ,'n 'A ANCH ' Z, ' 381 384 t� UNLESS OTKVr*ZE SPECRYD Ep11EAD p p`1 pOq � . HNAYE�:� DeNoanNs Am N Nd[s:TNXnuNc6 a durnN Dr: �, ..: • . biz'"=: ;�, DONNNmNs H«E DwcTos N,rs : D w• eb.yeat..��. o G.J. MOORE'`: .11/18%9.4;-I N/A ADA JOHI`SON 11Y.Z2}^ a_,a os APPVEp Hw7. Um of MEASURE: APPRD�ED%',+ NONE EACH S.B000HER 11 23',94 'OAD, Y80/281 /3E 25/3 .5 PSF, 16'-0" MAX ®-408832 �8 1 SHEET 2 Of 0a, ki idg, e PRO 30AR SWes Sophisticated Design & Dimensional, Performance The nitiled col(ir blends and Subtle shadows featured in Oakridge PRO 30.AR shingles add dept li and (limelisior. to Fotll- 11C)III0. Two asphalt shingles Willi a tOLIgh Fiberglas-. mat core Ire howled tolgether, mid covered in colorful. durahle stiffiwe granules. • Oakrid_e PRO :Y) AR shingles cart-% a separate Algae Resistance Limited Warranty.* * 'JO-Year limited %varranty-', • Durable weathering ,ride asphalt Composition. • O.x,,Pif "ind Resistance limited IVan-ant3(-- helps ensure performance. Class A UL Fire Patin, - the ftidtisLry*s highest i-zituila. e'En.hanced warranty protection and extended petiod of non -prorated 1 Tut PROtection- coverageoflOyears o With optional System Advantary --e Limite'd Warranry.::-- AwaR 2 AN T TA The Ai -chitectural Series M 0%vens'Cot-tting ArcWtectural Series products are designed and -engineered to help you create a distinctive, ' -one of a Lind" -style for your home's exterior. (Product Specifications -Nominal size 13 W' x 3 ;Exposure 5 ys" 'Shingleiiper square 66 Bundles' per iquare/ 3 Covercge per square :99.9 sq Ft : Tested for Excellence All Owens Corning shingles are heavily tested to meet cr exceed.cpplicable standards measuring fire coverage -a*ncl wind resistance. Applicable Standards & Codes ASTM D . 3462 ASTM D 223 ASTM E 108, Class A UL 790, Class A ASTM D 3161 UL 997 -ASTM D 3018, Type I Florida Building Code' Plant Service Areas: 'essup (South), MD acksonville, FL %flanto, CA t :'See actual wcrrcnty for !h-nitctions end requirements. 03/26/02 IIIE- 15:51 FAL 4U73VU10OZ-�- ` 21-MMY1 PANVEST GROUP N. TAICHUNG BRAIJ rcE 1, i 9 10 4 9 it No. 9, Rd.10, Industrial Paris, Taichung City, Talwan 7o1:8864-359.3508 Fax:886-&359-U47 LEE CHU ENTERPRISE CO., LTD. Ielclw��bhiaet.aet. Febrwry.3, 1999 SUBJECT: 1" to 3"x .120" Smooth or Ring Shank Electro-Galvanized Nail Wire Diameter:.120 +/- .001" Length:.975" min., 3.016" max. Head Diameter..275" min., 375" max. Thread Diameter: (ring shank) .132" min., .135" may- Ring/Inch: (ring shank) 25 min. to 29 max. - Galvanization: Electra Galy. w/ 6-8 microns chromate The above mentioned nails made for Interchange Brand meet ASTM641-92 and are Class 1 galvanized- FLB 27 2002 08:22 FR OWENS CORNING 2-A 419 248 7354 TO 913213481001 P.06i34 File•'R2951 • Page !T1-T'of -1 issued: 6/15/2001 TEST RECORD NO. 1 WIND RESISTANCE TEST: The tests were conducted at i 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 se'cured*to the support lumber with "ad nails. one layer of Underwriters Laboratories Classified Type 30 asphalt saturated felt (ASTM D226, Type II) underlayment was applied to the deck, utilizing a 2 in. overlap and cap nails spaced 12-in. OC. .The shingles.were applied by using four standard 1-1/2 in. galvanized roofing nails per shingie by Vndez ei rs Laboratories, personnel parallel to the short dimension of the test panels while at -room temperature (80 f'15°F) and in a ynar*+Pr 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 teat yielded unsuccessful results. RESULTS' At no time during the 2 h period of exposure did any test panel experience 1) the adhesive of the self-sealing shingle fail to restrain any full shingle from lifting nor 2) any free portion of a shingle lift so as to stand upright or bend back on itself. Report by: Martin K Rowan Sr. Project Engineer MR/DM:lib OMS Reviewed by: Douglas C Miller Engineering Group Leader TAMKO® MO:15 UL PRODUCT DATA Asphalt Saturated:--O chic Felt � yr! •..... :I _ ua_ =:- TAMKO° NO:.15 UL felt features a premium. U` quality TAMKO organic felt (non -perforated) that is :. `y ,f �: �.. �, . saturated with asphalt. -"x -Acre ted for use as an underta• • ' ant felt to be applied p ym over the deck prior to the installation of TAMKO asphalt shingles. Underwriters Laboratories Buitt-Up Type 15 Label .: ASTM D 226;'Type'l .- Roll Dimensions Coverage per roll .Laying Lines 1. 'Ali Values stated as nominal 144'XW 4 Squares 24, 8-1/2', 11-1/42, 1T P CAU11ON:.The National Institute for Occupational Safety.and Health (NIOSH) has concluded that fumes of heated asphalt are a potential occupational carcinogen: Do not heat or bum this product. ITAMKUIvisit our Web Site at www.tamko.corn 08=1 ■ Central DLstrkct 220 West 4th SL, Joplin, Mo 64801 800-641-4691 HOOFING PRODUCTS Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 TALOGDOis a rooWtored Vadrmark d T Southeast District Southwest District 2300 35th SL, Tuscaloosa, AL 7910 S. Central Exp., Dallas, TX 35401 75216 800-228-2656 800-443-1834 � �' toe Western District 5300 East 43rd Ave., beaver, CO 8= 6 800-530-8868 I ..WATER-R-ESISTANT UNPERLAYMENTS Water felt resistant izyment is 1i *&Ct:d22tJCD0i Of Organic, under. isti -'Impkeinated with asphalt s'staim'' t some watmresistap t undedaMeats, .such as tez's. Roofers' Select, also q6titaiwa r glass rein-* �6d 46icementwhich'in. w-ses tear strength and r6duc;es'*rinkIiqg; itff -xesistan!-unde... entwas originally invente&to,kee#,the ,roof decking - d4iintii "Oes 2pplial, .6uld be this under _' 9 C. e roof.". It was also uief@ as -a separation sheet'bi& the roof i"iri,g (before indl i lywo6d.. -were.used as root cie"j)-'-:i6dibe 6fi*shim- M -this. .. .... .. ims UM oitiabec�se- 2' il��es . s the and —,..,— . roused the,' t" li&'fr6 -6ich: th" .:S &'V in T2, V on e(1flS.M2de't0.:ished'xnO'st:of the.waiir that orpundiiiied. Iti-abilit y to be Water 'halt th" pikwiin th d. tb!--. ex iV e tis. . es,,,, posed .7begi `tb'diy, lose.Its strefigth'aid eventoaTtliegiu 6 t= a use -to sattizate'thexiader- sheiet&idn "r &ihorter 1�zke.- ��ce. *halt e--�mfaneqk #09kun . entwwrr r-At.5 &12 P2 leis S6 halt' 'd orta life When exposed 'to. tb e 64 f6r the same reason, is A V pfiQedshingle'underfaym ,wi- b ii -to severe. 'wrialding'wh M' it gets wq or even just damp.. F-u*'u*n'der asphalt 'shipgles- for a variety of foyter.shedding pr6tiction of. the deck if shingles fad e`,r. in 4,ram; :dw ifiid 1b;6:more imo6rtant, d�-waWilows-more.easuyundershko6�pn- A protective. oairer to the elements-bett0eii• the time.the old shingles have been loin: o� and p4dr-to the new. shingle being appli45 everjli�- 6h"xneds"'dnotbexeliedonasa ., ii& . Y tempor2ry rSYS...t �%_� e CL flashing is s .. .Pe Vb6n the drip edge fla not Yet in Plam' It is`unlilrelp to:'Prevent leaking in the event of heavy wind atid.r2in. . -An agent io hide minor ihp& dii-i'd-the'deching material and reduce "picture framing" of deck paiiiis.- Fire sed in conjunction ratings (Class A or C)_Y�.fien -xi with shingles.' INSTALLATION G.111DELIKESJOR WATER-RESISTANT UNDERLAYMENTS The following is a general guide for tUlnsuMon of water-resistant.' - . shingle andedaymeaL.These guidelines can be used regardless of the weight of the andedzymem However, always be sure to consider the local codes. -OVERNIGHt EXPOSURE :'If unded2yment his been aposea overnight, Moisture from &W should be allowed to completely dry before shitigling.ovm If this does not happen, bectinie a )pen, .the moisture will trapped beneath the 'sbingles. Wrinkling can telegraph through -the shingle and make a good shingle job look terrible: The worse-p2a ii that the job can look good. when you leave ir the eveaing b!ut the vfinlde's can reappear the neat moirning-when the -bbmidvOneirwill notice thea'L - While we've discnis6d unde&yment being 6cased overnight, it is highly recommended that the roofing c6aftiaor only tear Off *1121. he'. can shingle over thgsame d2y. This-preivents the most common. unded2ymefit"Iristallition problems. FASTENER TYPE:. &iiainlhed recommen* ds using nails rather-;44stipleri NailS orovide more resistance.agaiast udded2yment. teir.om- It'is veryimf*rtant,.'. whether hand nailing or using a pneumatic gun;ihii tlie fasteners be driven flush. INSTALLATION METHOD. When 2pplying unded2yrzient the key is tb ke¢p the product as• wrinkle free as possible- 1.;Unr6U the u*nde&Ment parallel with theezve's". Theeiries edgibi the un'dedayment should . go OVER the drip edge.eave . s flashing, but go IIMER the drip 'edge fi�s".;done.the rake. Figuie 5-1: Applying Water-ReSiStant ftderkolnent' Along The 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, RS tells us: '1 always use Plasti Top nails on felt, .it resists tearing underfoot and has held up during an unexpected storm with high winds.' 2. Around the perimeter of the underlayment, place the nails approximately 6 inches apart and about 1 inch in from the edge. In the main area of the underlayment, two rows of nails are used. The first is placed 12' up from -the bottom edge and the second is.24" from that same edge (or in fact 12" from the upper edge). This nicely separates the 36" wide 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 fast, creating a• sort of zigzag pattern This will result in a -simple pattern with all nails being approximately 12-15" apart. (See tips above.) WARNING When installing underlayment where hot vent stacks protrude (from wood burning stoves etc.), it is important to allow a minimum 2' clearance Check fire codes. HIGH WIND / OVERNIGHT RECOMMENDATIONS: If planning to leave water-resistant underlayment exposed overnight, or for a longer period of time, or if high winds are expected, any of the following suggestions or a combination of them can be used for additional protection: ♦ Use cap nails or tin caps. ♦ Decrease the nailing spacing recommended above, using additional fasteners. ♦ Nail Zx4 stringers across lap areas. •y6 DEALING WITH _ WRINKLES AND BUCKLES Organic felts expand when wet They can wrinkle after being lied to a wet deck or if moisture is absorbed from dew, -rain, or snow. If shingles are applied over as uneven underlayment surface, some of the wrinkles may "telegraph" (show) through on the finished roof. Of course, wrinkles and buckles can also result from incorrect installation. if these problems'appear, several approaches are available to eliminate them. First, the underlayment can be replaced. Second, Figure 5-Z Standard Nailing Pattern For Water Resistant Undmkmmt the wrinkles can be cut and repaired with patches and asphalt plastic - cement. Third, wet and whaled underlayment can be alldwed 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.Z'..-Be-careful-to-roll-it-ouEstmight—�e-wrimides-often—PulMown"-m 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 "'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 lie 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 underlayment adds very little to the 6" apart to hold the lapped edges in place. End laps should be cost of a job and can often be offset by the savings from reduced located 6-8' from any other end lap that may be in the preceding rework and repsInstallers who insist on the lowest prices for underlaymeat course. underlayment are the cause of the low quality underlayment generally found in supplier warehouses. Roll out only 10' of underlayment at one time, stretch it, check alignment and nail into place before moving on. Here Are Some contractors prefer to do the deck in stages applying 2-3 courses o underlayment then immediate applying Some Ti s... p f .. g pPh� g .f � pph'' g p the shingles.to that area Using this method they can sometimes reduce the number of fasteners used but they must work carefully to be sure the underlayment 'remains, flat. Michael Saunders from Bath, NY suggests, "When doing a tear -off the drip edge can ¢e reused to bold the edges of your newly installed felt overnight." 05/03/1002 09:45 05/. )2/ 2002 14: 49 3213481001 14078948412 COLLIS ROOFING INC KAYCAN ORLANDO PAGE 02 PAGE 04 YCAM TABLE 1607.M.1 MINIMUM WEIG14T MATERIAL, TMIC1G = (in.) GAGE (Ib) Coppa ) Aluminum 0.02d tairdess steel 28 alvanized steel 0.0179 26 (zinc coated G90) ne Alloy 0.027' 2 lhl aced Terre 20 1507.3.9.3 Drip edge. Drip edge shall be provided at eaves and gables of shingle roofs, and overlapped a minimum of 2 inches (51 mm). Save drip edges shall extend I/4 inch (6.4 mm) below sheathing and extend back on the roof a minimum of I inches (51 nm). Drip edge shall be mechanically fastened a maximum of 12 inches (305 rim) on _enter. y ,,,,,vu LUt�Ulllj l,vuc unnne Page I of 6 ^� .cll�r,,�a '�. 4r 9 t'r•�K •xM »3's• L n �� t�. �i.f.G.efi">�.✓'�.�a;..�. S�yy4 }FnYi if'+t�'r`.:.ik'�v�,"yf S� �^S'2,�s�:sart^.� ti'i`..n •b -x� yT•u'*btri.S�`��'�'f""_��r`�i�_sff jai.1�:"�~�v�.s"��7��-.'�cazli Si'.��.?.:fY�.-� ��'i�'L� �• c: BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications ` FBC Staff B `• F'd� Product Approval USER: Public User OFFICE Product Approval Menu > Product or Application Search > Application List > Application Detail r;� r ',71c` t• FL # sl r� ' " ij�'`'� Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Technical Representative Address/Phone/Email -Quality Assurance Representative s Address/Phone/Email Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) FL4668-RI 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 Standard ASTM E1300 http:Hfloridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgtAcGSvedS%2bbvQu... 3/28/2006 ASTM E1300 TAS 202 t.: Equivalence of Product Standards Certified By Sections from the. Code Section 2612 HVHZ PI Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 09/14/2005 10/16/2005 10/01/2005 10/19/2005 EntSj,.cyy- Envy Sys Sf 0 0 0 0 0 0 0 0 � olo 0 0 0 0 0 0 0 o 0 N f o O O p 0 0 0 0 R 0 0 a 0 ooe 0 = 0 Z7, 0 0 0 0 N o 0 0 ov o V:f Z ?- Y_ o 31: S- y. mo o_ o 0 C _J m m ¢m m m o U U U U U U U U U U Ec olololo 0 0�0 0 o 0 0 0 C? o 0 0 0 0 0 0 0 0 c_ o 0 o N R RlR C! o R R R c o 0 o 0 0 v u� irs 0 0 in 0 io 0 va 0 u� v� in 0 0 0 Flo I! c-_ I cv u L2 u 2 isle u u u� u u o u r� s e u u o u L:+ o v s 2 u ca o T om �� o b o m m o o b; m ft m rn a 'K cs l m m X; m m oa K v v m m m m m o rn rn rn m o. oa p, K K blt� X K; K K K K X K K K ,K K K .•t 6 � r>' I r. ra e'> I ra 1� r. 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AwI1m R MPnAADM10 stunt relent b cis Imo. ;... = AdWbnnzl tumm&D=-.numb wm an unwitz we"to I_nnsu:nzamt m'tn. lfa to t!»Oj ITaICt. Lit ,.2k 1estiL—cr Se-_--vdc_-s ,�e�pata Review Certificat, Certificate '—_ 0? 614 i C =..:: 't?7et �� SerJ1C_5" ! SeO lew=d :41CL= ipar _SL Zzi_ 7-u-n-ded n lyl_sorize:?-_="dor �o .. - .�.. cr .Dear_, on Below Lo ce.er:-ze -ne at?propriate ftsiloge �- -- �.� anc _ szezL_' __ :v Y = -� de Loon - �- D - L� a .: rienc _ �oLocol _ 4_ 0 i D.==�= was 'Or aL1t)1.10_1 iv n _ " D- -1_ , L Surpor .. OI tilt, data conm.,T"^_ lr i;^__ e�GOr 1 - oduc-' `? o e ' ` _Or:�.aIlC �a:r. ':YicLlll? S for ^rodLC: 11Il� :IIG _ i vC iC C::.,c=�d 1 i SI= _ JeMko..Cerrr' L!S :S1SL -eSL �- _-- -_ .. ({ LI] pOr"a .ovidec cOLsi_ �.�..•- W-r'1 Lne !V asc L.!. Ce..LLCaT- op-- r. - - o :, a ce suee:; (CGP's ) _312 a:. tc -: ,eMc. rs Dual Spe .-,ed IIereLim- The arached Masoaiter"?-e i dpr cI-)Pi7_S.s _'-,vIaL.CeS (L fjuely nu=ibered Dv producL model) provides cor-.-1?2?GL• -7C_17-71SZOII -.or eaCII prOduc: model reviewed Mi dic-srnv the w- e _ s iab, D :�or. nt�:_De:7 cGG - Ld112P.0Il 'n"Jru�3t1pII and ratmIl_o5 for L_Sl= load and a-cu icabl 1L-v Gi �� i - - �p3C: tes. . ! au�L0aG1e C�P's and-.Lnc!s m sC?-- -- ;A 7ZCauOL S �.•Dcuc: cmood-E-dge Steel Door ti Nfetal-Edge Steel Door CyIat1-iz 130_6447C-00_ ) Fiberz1ass Door ;0i +.'- _00 - 6,j "Onko .4ay no dirt= ; y conduC:e� :ni rLa_r mad_- no arremD! .o ve--, - ihev c7C�:1ri� i Or �Or*0,,,^a7Ze.:.: 'J•! :11� �i: _ - .. /i._ reLiew CJnG;l wQ„c JRIV u7 1P:.-mI1:e j1L': � �- . nn =r- :orris_. rerr�.S2nLar*Dn5 t7; ale aac ; I1DA(i? ^ jrGm :r1e �Or'IIJr ". = _ ��mrti0 rTi1e'N 1t : iOrdel-,Grmanc2 ri°^.:1_ only a d u:.i aor ULC a-Z rnric'v o`c.r UYErrMion or ware- oene.; cM.on XZ116 rwui-". ,A, �i-urznoi,'. Oleo. r1 zt. APR-16-2003 WED 03;49 PM TRIM PAK FAX N0, + P. 02/12 API.16. 2003" 3:33PM PRCMDOR DICKSON 615 446 7228 No.1918 P. 1/1) �v o� Masonite International Corporation TECHNICAL ADVISORY To: PD White Date: ,April 16, 2003 C*-of Oviedo, nosida (407M7-6027; 407/977-6025 fax) From: Kenneth R. Imhoff CO. D. send (407/857.6234 fax) br. Project Manager — Pattetior Door Pradocts R. Barry (913/882-D914 b%) idmhoff@rnaeonite.com 61 V441-4255 oIItce 913/335-4171 mobile 615/446.7729 fax Subject: Air & Water Performance Results on Exterior Door Units Submtted for Perndttiug by Engle Homes. Reference: Product Approval Sheet's COP-WL-MA0101-02; COP-WL-MA0121-02 Indepantly Validated under the Warnock Hersey (WH) Mark. It is our belief that the exterior door units definod under the aforementioned certificate of _,;performance (COP) sheets comply with the requirements of the 2001 Florida Building Code (FBC), Chapter 17 (Structural Tests & Inspections). This unit was been tested in ;accordance with Miami -Dade Building Code Compliance Office (BCCO) protocol 1'A202 performance guidclincs. PA202 procedures include water penetration in accordance vt�ith ASTM E331 -•Standard Test Method for Water Penetration of Exterior Windows, SW4ghts, Doors, and Curtain Walls by Uniform Static Air Pressure Difference . air infiltration in accordance Aith ASIM E7-83 - Standard Test Method for h .Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified 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) conff s 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 ac iieved 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/ftz) for door units designed to swing out. Door twits designed to swing in achieved an air infiltration rate of 0.18 efin/ft1. Thank you in advance for your further review of this information &. let me know if you require additional information to resolve this subject. R7espec ly Submitted, A`Lw1 X R. I mX10ff Maeonite/Prenidor E:lerlor Door Products • Ore Promdor Drive • Dickson, Tonaeogee 37055 ArTek, Caeticgote. Celeo, Colorado, Decct, DorFab, Entergy, RveTgreeq, Johnson, Monterey, Onkoraft, PrcmVU, Rocbman Univcra4l. Royal Mahognn,v Produc►r, Span -Rite, Spoeialty/Baylite, stealwood APR-16-2003 WED 03:50 PM TRIM PAK FAX NO. + P. 03/12 W-16. 2003 '0 3UM PREMDDR DICKSON 616 446 1229 No•1918 P• 2/11 Prcmdor Entry Systems -3- NCI1,2104973-1,2,3 (S)(i ) STRUCTURAL TEST RESULTS MCIMEN NO. IS (Outswinpj )PARAGRAPH NO. TITLE OF TEST MEAgjRgD_ ALLOWED 5.2,7 Air Infiltration 1.57 psf (25 mph) 0.02 CFM/F"' 0.20 CFKTTZ 5.2.3 Uniform Static Air Procedure Design Loads (30 second durations) 76.0 psf exterior Meets as stated 76.0 psf interior Meets as stated 52.6 Water Resistance (5.0 GPH/FI4) WTP - 8.25 psf No Emy No Entry 5.2.3 Uniform Static Air Procedure Full Loads 114.0 psf exterior 0.041" 0.144" 114.0 psf interior 0.124" 0.144" STIkYJCTURAL TXST RESULTS SESO 'f EN NO, 2$ (Outswine) PARA.CRAPH NO, TITLE OF TEST MEASURED ALLOWED 5.2.7 Air Infiltration 1.57.psf (25 mpb) 0.03 CFMIW 020 CFM/FT' 5,2.3 Uniform Static Air Procedure Design Loads (30 second durations) :. 76:O.psf exterior Meets as stated 76:0 psf interior Meets as stated 5.2.6 Water•Resistancc (5.0 GPH/FT) %NITP - 9.25 psf No Entry No Entry 5.2.1 Uniform Static Air Procedure Full Loads 114.0 psf exterior 0.051" 0.144" 114.0 psf interior 0.147" 0.144' STRUCTURAL TEST RESULTS SPECIMEN NO.3S (IaswinZ) PARA�.$fj�H NO,,, TITLE OR TEST ALLOWED 5.2.7 Air Infiltration 1.37 psf (25 mph) 0.18 CFM1W 0.20 CFM/FT' 5.2.3 Uniform Static Air Procedure Design Loads (30 second durations) 76.0 psf exterior Meets as stated 76.0 psf interior Meets as stated 5.2.6 Water Resistance (5.0 GPHIFV) WTP = 2.86 psf No Entry No Entry 5.2.3 Uniform Static Air Procedure Full Loads 114.0 psf exterior 0.143" 0.144" 114.0 psf interior 0.039" 0.144" nuu-co-%uuc tnu uo.00 rn min rHh rHh Nu. 4UfbnIOed4 t', uL/w yti j .0 proEtsulonai i=nplr e- rir=r, Services for Developers and Builders or Residential -Housing SO P.O. Box 693.4 T RuSvilie, F-i_. 32,793 ' Phone (407) 269.8d6 ' Fax �'40T) 2R9-S"8 F'.i\IGTNYIERIS n•r, r•r, OFPROT) C'T AC'(`F1'TANr r :!i 't 9400 Z;atiH sea Corporation 516 &-1,1 Sang Ana Strect 11.0. Box 4250 male-'m, Cali(omia 929034250 DFSCRT'->'rim op irn; r IvIodcl Dcsipi;ttion: Yo iksel Series andTunn Series (Cylindrical L4--ks) Meiimum Ore: ai! Size: 2-3;8" Farb Bore -Mth a.1" Cross 13or:.( 2.5/8" or 2-3/4' Baclset ) Gcrtf r:tl dr5et iptiurr: G�'lindrical bored t}•pe lock Q IrD i''-* itrc'r'Hr7' rD Tc;lcd Cry'! inui.vl Testi.rlbs dSouth Floridn. Test Repa:i (t212.03-96. 0232.0s.96 signed and staledby Willi= R. Ma►iner, P.F.. rrS7�, r.F:3?(1RMED Test Load Desi zn Lo3d r��rerrim: ntn (.•.o IM F-942 ; PA.-202) passed gassed gc,3 fissile Inip= F.::r PA -2D t pastc6 passa:3 ,,. (intpncled -is inswing unit) .l :,l►gin � :oac:►nc•r�st 67rtotal eyclec 'I;tiil:set Series Posiiive 65.0 p:;f 6S.0'psf F3aigue;..LoadingTest_. 671 total cycles - 1:wil:set'Scries negative 96.0 psf 86.0 psf rn'onc UzOin- 7cst 671 total cyclrs Titan Series posiirve 86.0 psf 86.0 psf Fail-ue Loading Test 673 total c clm Titnrt Qtri ; neective L.86.0 r� 86.0 usf ry�5t)!tt l'teSSu;e F�'lin K%Niksct Series- Passagz Positive .65.0 prf ,(CLTTS'WJNG) Entn• Oequires-F,:sf:3ge bolt) Negative 65.0 psf ' Dearilx�lt D."il at Prt:ssurc katinet: 1tti.•ilcsci Scrics - F-assage Fositirc 65.0 osf SWING) Enuy (uires p=zagcbolt) (JNZtl Negadvrz 96.0 psf Dcadbolt 1.): stun 1'; csr•.ttrc P.ating: Titan Series - Passage Positive 86 0 psf (DU TSv1rl"NG/ Entry (requires pass3gc bola• Negative RG.O ps` ' llca�olt �1� Itlt.tl1balt'll 11�1SWi;�1G) i F�ET%I TYS'i AI,ij.."TIGIV I+.I D ANCt7OIUKG,: See rcverse side this paRc = Q USE _ t4o.40116 STPT GF 1. Anpro:•ed fcr use in 3ocatio;ts 3dhcring to the S.B,C.C.I., S.iF.r7• .C., S.F.B.C. Broward Edition and «•here t1�c� OSrtr� rujunen•,c,nts ae dete-rntincd by ASCp. 7 Minimum Deviva Loads for Buildiagi And Otber Stnicrtres does not dbj. prrssu r ratinLs listed 2bot c. '.411 �+ 4 2. The Grade Tutting of a lxru l: is not io stctural perfonnAncc as relates to Harricane / W;nd Cnde Compli' 3. M:v be used on doors tcslcdto design ptessturs equal to or less; than tho:L Chow t above. / pplic3tion for building Nrrtti.t &ball br accompanied by a cory of • :is 2pprovaL L I t A ig9 MUu—co—cuuc Inu U3.03 ri'l 1A.11.1 rr1A rhA NU. 41JII00IDCJ4 r. uvw IN57ALLATION OP LOCH- S'E.TS PER TESTING Acceptance W309400 ,�;R � KWIKSET SERIE� J PROVIDED NOTE,. TO BUILDING INSPECTOR THESE KWIKSET AND TITAN SCHEMATICS ARE FOR FIELD INSPECTION PURPOSES AND REFLECT TESTED CONFIGURATIONS. DETAILED 0,1STALLATION INSTRUCTIONS ARE PACF:PGED WITH THE LOCK UNIT INDIVIDUALLY. TITAY' S►sRJ S prR 1 i1,4Gw�RE rHIJIJB TURN �•� PRWIGEO MACHINE SCREW wOOD SCREM c; ArF. WOOD SV; E'W --,. StRu•;E _/ F' LAI Z THUMB TURN KEYED r WOOD SCREW DEAD BOLT ./ QQQ 2 3/B' or 2 3/4' STRIKE —i BACKSET PLATE 14/4- WOOD SCREW --\ . I STRIKE PLATE CK I ) CFAD BOLT •/ ` 2 31!r or 2 3/t' BACK;ET MECHANISM TO BE HANDLE SET. LEVER or KNOB. WOOD ScRew /i LATCH BOLT w/ 2 31e or 2 3/4' BACKSET s ,j "c14 c KVD Sr:PC� j ATCH BOLT W/ or 2 3/4 0- BACK3ET FIER 1 PER HANDLE SET v MECHANIS>V TO BE HANDLE SET. LEVER or KNOB. "-(Cr,,, NOTE TO BUILDING INSPECT( MECHANISMS WITHIN THE CLO• ARE OPTIONAL TO THE PRIMA MECHANISMS SHOWN. FOR EXAMPLE: A THUMB TURN DEAD LOC! CAN BE SUBSTITUTED WITH A KEYED MECHANISM WITHO INVALIDATING THE SYSTEM. 19 /X Glazed Outswing Unit APPROVED ARRANGEMENT: I 8'0" FIBERGL.ASS DOORS WRmda•k H--y Test Data Review Certificate l3028447A; 1302644711; 03026447C and COP/rest Report Valldauon Matrix 03026447A-Ml, 002. 003: I30264478-Ml. 002. OM;f3026447C-001.002.003 provides additional information - Mf available from the ITSH websile EwwM.emus. ko com), the Masbnite websits www.asbnite.bbm) or the Masanile technical center. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 87. Double Door Maximum unit size. aw x a'0- , Design Pressure +47.0/-47.0 - LiMled water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements tot a specific building design and ge torapnie location Is delemdned by ASCE 7-national. stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: -- 00 0o 8M Series 108 Sad" 0 Oak aft aeJ- r •J AR EK" aa.l�.h.l. fr.r. PIH HRO LASS HNTRY DOORS �fmNnd.y.0 rawrO..n Rnr V. IOba Q..Ir Ir. ra rQ...."err ((// er Co, amnlnuing oroeram of product iMDMV.m.nt mak.s ao.dHcarWX d..qn mtl o100id M a s O n l t e international C d r p o r a t I o n dmd upq to enar g..keout note.. XX Glazed Outswing Unit APPROVED DOOR STYLES: FULL GLASS: : COP-M-MA016742 S'O" FIBERGLASS DOORS lei 810 series 852 series 300 series CERTIFIED TEST REPORTS: CTLA-805W le Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Bath 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 consiructed 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). eiiiie-` State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcxaft ARK" weed:. PI9(IROlASS e14TRY a00R3 New7a-"NFk g ..E—,0 - em I Test Data Aavtew Carelkate 13020447A: I30264478: /3020447C and COP7rest Remn Vaddadw Matrbt A020447A- 001.002.003:13025447e-001, 002. 0M. M20M7C-001, 0D2.003 provides additional Information - milabte from the rrS/WH websits (wvrw.e0samka.cam), the Masanite webshe (wwwanasaNtaxorn) at me Mmrdte technical center. Aa• n.taaa Ow cpnwwuw pragnm car 00= imam =.nr makes warlmdons. design end prodK7 d.W waits ro ah3.pe venlore nark.. Masonite International Corporation xx Unit ^� TYPICAL HINGE ATTACHMENT 4' x 4' BUTT HINGE r (12 GAUGE) SIDE JAMB I /�OOR PANEL ' IU HEAOOED DURING INSTALLATION SEE MINIMUM INSTALLATION DETAIL TYPICAL THRESHOLD & SIDE JAMB ATTACHMENT ' l l I OUTSWING UNITS WITH DOUBLE DOOR TYPICAL ASTRAGAL PROFILES i 2• t 5/16' � 2-La' 2•S/8' Lte' i Mt h 1-3/a' °ztrEA �Ea , ,-yd ° nip , r wN,- wNiwu - MINIwN - mimimu pEDUNEO L. r TIM Y r TNpOW M pEOUtpFD pEdUU1Ed t- ALUMINUM EXTRUDED ASTRAGAL (0.06- MINIMUM WALL THICKNESS) WITH ADDED REINFORCEMENT INSERTS AT TOP EXTENSION BOLT, BOTTOM EXTENSION BOLT AND CYUNDERICAUDEA08OLT LATCHING LOCATIONS. ATTACH WITH /B X I' PAN HEAD SCREWS -LOCATE 1- FROM EACH ENO MINIMUM AND = O.C. MAXIMUM. ................................................::.................................................. TYPICAL HEADER & SIDE JAMB ATTACHMENT FINGER -JOINTED KILN DRY WOOD FRAME HEADER (1-1/4' X 4-9/16' WITH t/r STOP HEIGHT MINIMUM) 1 (3) FOR 7'0' HEIGHT pq SMALLER (a) FOR HEIGHTS GGREATER THAN 7'0' (3) r LONG X IfrCROWN WIRE STAPLES FINGER -JOINTED KILN DRY WOOD SIOE JAMB 1-1/4' X 4-9n6' ITH 1/I STOP HEIGHT MINIMUM) FINGER -JOINTED KILN DRY WOOD SIDE LIMB (1.1/4' X 4-9/16- WITH I/r STOP HEIGHT MINIMUM) tnhr�cfr sd.n« HIGH PERFORMANCE ® BUMPER THRESHOLD �7® (4-9/16 X 7/8' STOP ® HEIGHT MINIMUM) Test Data Review Cardflats F=6447A: 030264479: /J026447C and COP/rest Report Validation Matrix 03026447A- Ml, (Z) /8 X 1-3/4' LONG Got OM: /30264473-M. 00Z. T HEAD WOOD SCREWS OR 003: 4302W47C-M, 002.003 (3) r LONG X 1/2- CROWN WIRE STAPLES provides additional Information - available from the ITSWH weDsite (www.adsemto coml. the Masortits wettsite (wwvr.masomtoxom) or the Maswite tee auW eentat: P ��✓r�'� June 17.20oZ .///i' VCn�:''li'/VGCT/• or cmw%wq moomm aliteor cffl man Imcitwons. Masonite International Corporation Wcraaua na pr dngn rams dead OW to OLVIM W row MULL BACK BEDDING (DOW 995 OR EQUAL) 2 I Ill / t GLASS INSERT IN DOOR OR SIDELITE .PANEL 1 SECTION A -A TYPICAL RIGID PLASTIC LIP LITE SURROUND 1/8' SINGLE PANE GLASS; 1/T. 3/4' OR 1' — DOUBLE PANE. 2 Y4' OR 1' TRIPLE PANE INSULATED GLASS 1/8• SINGLE PANE GLASS; 12', 3/4. OR 1' DOUBLE PANE: a/4. OR 1' TRIPLE PANE INSULATED GLASS F. HIGH PERFORMANCE RIGID PLASTIC OR CELLULAR VINYL UP UTE SURROUND FOR 1/8• SINGLE PANE GLASS 1/Z', 3/4' OR 1' INSULATED GLASS. 16 X 1-1rr PAN HEAD SCREWS LOCATED 13-1/8' MAXIMUM FROM CORNERS AND 14-3/4' O.C. MAXIMUM twe:� DOOR 1-7r1E 'Glass inserts to be sub -listed by Intertek Testing Services/ETL Semko or approved validation service. 1/8• SINGLE PANE GLASS; 1/2% 314' OR 1' — DOUBLE PANE: Y4.OR 1' TRIPLE PANE INSULATED GLASS SINGLE PANE 1/2% Y4' OR 1' — DOUBLE PANE: TTRIPLE TRIPLE PANE INSULATED GLASS �t-Test Oata Review Canllkate g026447A: IM264478: M26447C and COP/rest Report Validadan ' Matrix /3026447A-Mi. 002, OoO: d90264478-MI, OOZ, OW: 03026447C-GO1, 002, 003 provides additional information - avadaDle Itam me ITSfWH websile (w .edsemka.com), iris Masanite �m weDsite (www.masaraite.t om) at the Masonite terhreal center. O June 17. 2002 Pr: o inFn� .,///i' Vi,�%a'✓C/2'/ (/Vr/� e Ow owogramawewaunwamemmaul swotr�+. Masonite International Corporation dnW aro wemrca datai w0wo to ma ga w4nan roan, 6' 3 6 TYR TYP. CL TYP. TYR � ► 1 J, l l 1 1 --:•.'.`MID'.:WL NIA0002=0��.':; . -.- DOUBLE .••— YR6' 1,8" UNIT 81" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYR t, Minimum Fastener-Cnlmt,•: • 6 per vertical framing member • 8 per horizontal framing member Hinge and strike plates require two 2-112" long screws per location. • 1 1 I l lis • Width of door unit plus 1/2" • Height of door unit plus 1/4" r T T T T T / YV.mock ila.ary Test Data Review Certificate 03026447A: /3026a78: /3026447C and f0Prrest Report vaadatian Matrix 13026447p-001. W7 003: /30264476-001. 002. (IM: 03026447C-aM. 00Z 003 provides additional intormaribn - available from the ITSMIH weesite (www.eesemk&=n)• the Masonite ' *=--=m web$ite (www.ltyspnile.com) or the Masonite tecllnial cem i. ` Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A1562) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147. 3167, 3242-, 3247, 3262- or 3267 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed an 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 118 and 110 woad screws or 3/16' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF b PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedmenL The 3/16" Tapcon single shear design values come from the ITW and ELCO Oade Country approvals respectively, each with minimum 1-1/4" embedmenL 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 June 17, 2002 •� o.. iti o..., C/VC/ Der CWW—ee-W— W Waava Imwar•m•nt mrtq tW10IlGaoM1 MaSO nILe Internat1onaI Corporation 4134n -4 WOW dMA weed to M." wdl1 j Me" Weathermaster Building Products, Inc. OFFICE 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 Designer PW 1100/1900/1970 9 GA 7 Installation 1480 Flange HR 1480/1580/1590 10 GA 7/A Installation 1580/1590 Flange 3-Lite Slider 1580/1590 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 1x4 Fin Vert SH 1445 19 GA 13 Mull Bar Load Chart 1x4 Fig Vert SH 1445 20 GA 14 Mull Bar Load Chart 1x4 Fig Vert PW 1445 21 GA 14/A Mull Bar Load Chart 1x4 Fin Vert PW 1445 22 GA 15 Mull Clip 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 1x2.5 Fin Vert SH 1448 27 GA 22 Mull Bar Load Chart 1x2.5 Fin Vert PW 1442 28 GA 23 Mull Bar Load Chart 1x2.5 Fig Vert SH 1442 29 GA 24 Mull Bar Load Chart 1x2.5 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 Cli GEN 0452 (>6') Fig Vert Mull Clip 1445 34 GA 30 Installation FEB HEB Fig SH 1450/1550/1570 FE + HE 1450/1550/1570 35 GA 31 Installation FEB HEB Fin SH 1100/1900/1970 FE + HE 1100/1900/1970 Weathermaster Building Products, Inc. 227 Power Court Sanford, FL 32771 407-324-2080 407-324-0503 Fax 2004 Florida Statewide Product Approval Numbers For General Aluminum Products These numbers are posted on www.floridabuildiniz.org under their product approval section. FL 5171 Single Hung Windows FL 5170 Sliding Glass Doors FL 5169 Fixed Picture Windows FL 5168 Horizontal Sliders ONE BY WOOD - BUC( BY OTHER CAULK BETWEEN WINDOW FLANGE: 0 WOOD SUCK 4 PERIMETER CAULK B�y7YY OTHER - HEADER EXTERIOR SILL WSAL ByOTHER SHIM AS REOT) (SEE NOTE'A) r NSTALLATM ANCHOR / CAULK BETWEEN WOOD BUCK a MASONRY OPENM BY OTHERS 1 1 {' ►QN. 4 r v PRE CAST SILL .. BY oTHrns CAULK BETWEEN WINDOW FLANGE • • PIR CAST SILL WITH WAA1001 110 ADHE" CAULK OR SECTION 1 APPROVED EQUAL tH" WIDTH FWNKE TYPE WINDOW FRAME -� JAM PERIMETER BY OTHERS WINDOW WIDTH - EXTERIOR 0 J MINDOW HOT. I F GENERAL NOTES: 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR MATH LOAD BEARING SHIM. MAX. ALLOWABLE SHN STALE 70 BE 1/4- 2 WINDOW FRAME MAIMAL-ALUMINIUM ALLOY BOB] 31 CAULK BEHIND WINDOW FLANGE AT HEAD. AND JAMEL SILL MUST BE ATTACHED TO THE SUBSTRATE WITH WUKEM 118 ADHESIVE CAULX OR APPROVED EoUAL 4) APPLICATION OF VWOM 118 ADHESIVE CAULK AT FRAME SILL MUST COMPLY MATH SEALANT MANUFACTFFER 9 RECOMMENDATION S) CAULK FOR PERIMETER SEAL ARGUING EXTERIOR OF WINDOW FLANGE B) CLASS TM0043S MAY VARY PER THE REQUIREMENTS OF AS7M E1300 QASS CHART SINGLE GLASS IS SHOWN, D UlA71MG GLASS IS ALSO QUALIFIED. SHOM AS REOYI. (SEE NOTES) INSTALLATION ANCHOR 4 CAUIX BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS CA" BETWEEN WINDOW FILAIM WOOD BUCK SECTION 2 V4DOW _ MOH. G /Z H I `,`EENN4LLHAL S E F ( .III ELEVATION NO. 42371 VIEWED FROM EXTERIOR v 1 O� STATE OF to ,AN '4t- R 6 .Jr RIFFs4,f/ONAL �?.. G.A. 1 SS8 ANNEALED 3Pr ANNEALED CALL WINDOW GLASS DESIGN GLASS DESIGN TAPCON ANCHOR LOCATION SIZE SIZE (INCHES) PRESSURE FREMM LOCATIONS CAPACM N PSF CAPACITY N PSF 10 191/B ■ 7! -40 -# -70. -T10 AO F,ON1 = ]n -77 -77 -193 -L.] AC TAXI I4 1. 1/0 . w !A -w -w -1N -164 AC ►,111I 1444 111 In .545 n -B] -00 -1w -iw AC I.4NJ 1443 1. In ■ w Bn -0 -07 -117 -117 AC ►.au 1. I.in ■ V -40 -40 -la -la AC 0.VAJU 1. A In . 77 -40 -40 -Il. -It. AC D.[,F.Ow 17 t. 1 • M - - -104 -104 AC D.E.F.w 1142 M 1/2 ■ s -07 -97 -in -IOW AC 1,L1U 1w w 1/2. a ]n -w -06 -iw -lot Ac ro" IN4 n In • w 0/11 -47 -47 -101 -t01 AC F.LIU VW4 S 1/2 ■ 046A1 -44 -44 -Iw -100 AC F.OJI 01M0 s 1/2 . w an -43 -43 -100 -100 AC F,Lw 11m All 1/2..] -40 -40 -41 -401 AC r,0111 016 s In ■ 72 -40 -40 -79 -79 A0 F.LM1 >m l -a -. 0 AC FAw ]Oa A In ■ b -w -w -t17 -113 AC F,0X1 ]D.B 00 1n • ]0 ]n -47 -47 -w -w AC fAw 3D.4 00 1/I • all On -„ -41 -75 -76 AC r.wu 30."4 ]D In . 34 Bn -40 -40 -77 -T7 AC FAA! 30.44B XL 1n . w Bn -40 -40 -76 -76 AC raw 7De 30 1n . a -40 -40 -70 -7. AC f,aw 3" ]D 1n . 7I -40 -40 -n -n Ac rAw - - AC I.aw n In It w -B1 -61 -w -w AC ►.wu I] n % i ]n -40 -40 -47 -0 A0 FAIN N 37 % w BA -40 _w -07 -07 AC I.O.w 344.4 D x 54 On -40 -4D -w -w AC FAM I440 07 x w 0n -40 -40 -w -w AC /.wXU ID AA.] -40 -40 -0.7 -W AC r.0w All n x 7. -40 -40 -52 -a Ac ►.LID -w -Of AC ►.4w 4071 - x s -M -46 -49 -44 AC FAw 4m 47 x i ]n -40 -40 -40 -40 AC F.OJI ,Km 40 x w 0n -40 -40 -40 -40 Ae ►OJU �OJU 4I4+4 42M5 N x 04 Bn 47 x w On -40 -40 -40 -40 _0 -40 -40 -40 AC AC F.wu 4a] 42I V -40 -413 -40 -40 AC I.Vu 4271 48 177 -40 -40 -40 -40 AC r.LXU 4=4 x -40 -40 -40 A0 i3OJU 4m 4. % b -N -M - - AC I,U y 4Liw A. xis ]n -40 -40 _ _ Ac raNl 40 49 x w 6/0-40 -40 - - AC FAA 4.444 Y x 14BA -40 -40 - - AC F.Ow 454] w x w KN -40 -40 - AC F.Vu 400] a x 67 -4. -40 - AC I.LNt AC IAw a w IA . Im -48 -48 - - AC rAw ]] tD In % OR Bn -40 -40 - - AC I.0.w 34 IQ In ■ w Dn -40 -40 - - Ac I,Ow 3444 67 /n . 04 BA -40 -40 _ _ AC F.Lw 0448 N •n x w Dn -40 -40 - _ AX r,OJU w 03In 110 -40 -4D - AC r.0N1 AC MU A� II M AMW Aft I091 MK AND MELAit1[ xiAKMAL t[1W lGAO. fA01 OOIAR Z ANKTR. R NAIT NOT ®�I QAFm w IIFF Als O M101 PFI.OWINIQ IEJIMG WQ WE NIO or 3ET RE R1 "O ISx OF LO � AO4[ A U TFlFIOlt11K 0071 UMN ILL OfKAxO 1m TO 4" ►! VIX l0 SAM LT FMMM 0/ i) NBTAIAAWOO RAlli FRAIR "IOM N OMWM OR K"0101Y CORE Ili ]/1r RA TAPIM AMW OF WRFImfT MDON A rWAOt WLI-1/4 DMMIwR WO RAIMATE AT LOCATIOII REI.H IN oIFRE lII DlYAIM RN TRY A WCON 11MATIOR1 . V V WT Veen R R NET IN= N ANOM OUR?. U< ANCHOR WANTITY LARD WTN MDR LAilml UMYm T[ wimmT[ Omm IIQGxR am YLA JOB 0218 l2tI; YOOSEF LAVY, P.E. CONSULTING ENGINEER RRIKm►IL•Oi(W1 nR•►Aumm.tla0 fat 003 FCMT LAIR RATE F 108 DALLAI TEAA1 ION] ASSEMBLY DRAWNO T. S14�Y4D-ODq F! !14 LUG Imo/woo/Ism smi mm FOOOR M W N/A t:/ae/w1 B wsruAnaN 14so NSTALLATICH ANCHOR. — ONE BY WOOD BUOt BY OTHER — CAULK BETWLEN WNDOW — FLANGE & WOOD BUCK 4 PERIMETER CA" — BY OTHER / dE`�� =qJ HE EXTERIOR 1MNDl7W FA. SDL PERIMETER BY OTHER CAW( BETWEEN r Wm BUCK t MASONRY OPENDIO BY OTHERS D I 11 4'YN, Q BUCK WITN— SHIM AS REOD. (SEE NOTES) FLANGE TYPE WIW7� FRAME OLADNO (TYP. w SEE NOTES) PERIMETER BY OTHERS SHOW AS REQ wmw MOM (SEE NOTES) EXTERIOR BUCK HEIGHT D ' a MAREID SILL STOOL PRE CAST SILL .. Q BY OTHERS BY OTHERS .. CAW( BETWEEN WINDOW FLANGE -A PRE CAST SILL WITH VIAI" IUD ADHESIVE C.41LR OR SECTION 1 APPROVED EQUAL 2ZL8 IL MOTES 1) 9a1 AS REOTL AT EACH INSTALLATION ANCHOR WITH LOAD BEARING 90. MAIL ALLOWABLE SHIM STACK TO BE 1/4. 2)) WINDOW FRAME'MATFRIAL ALLOY BOB& 3) CAW( BETOID WNDOt FLANGE AT HEAD AND .IAMBS. SILL MUST.BE ATTACHED TO THE SUBSTRATE NM VUKEI 116 ADHESIVE CAULK OR APPROVED EQUAL 4) YPA1� TION 13F REOO28E6OADHESIVE CAULK AT FRAME SILL MUST COMPLY WTN SEALANT CTU5) CAULK PERIMETER SEAL AIIOIRN IDTTFIIOR OF WINDOW FLAHOL B) GLASS THICKNESS MAY VARY PER THE FWARE MT4 OF ASIM E130D MASS CHART. 7) THE ABOVE ARE POSITIVE • NEGATIVE STRUCTURAL DESIGN LOAD FROM -COMPARATIVE ANALYSIS t HAVE NOT BEEN CAPPED BY PES&79 OFWATER PQVORMN40E TESTING, WHERE THE WATER RE99TANICE TEST REQURE0I7 OF 15 X OF DESIGN LOAD APPLIES, POSITIVE DE90K LOAD APPUES, POSITIVE CUM LOADS I" BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF &0 PSI'. ACHIEVED N TEST. 0) INSTALLATION OF nANGE FRAME W43OW N CONCRCTE OR MASONRY CPUaq USE 3,Ar DIA TAPOON ANCHORS OF S1Fi1CI NT LEIQM TO PROVIDE MK 1 1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9)) SEE ELEVATION FOR HEY TO TAPCAN LOCATIONS 10) IF OWT WD40OW IS NOT LISTED N ANCt" CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIL FOR THE APPROPRIATE DESIGN PRESSURE REIM F CNE BY WOOD BUCK BY OTHER 1 1J1' ENT a uENT Q INSTALLATION d ANCHOR CAULK BETWEEN a WOOD BUCK & MASONRY OPENING BY OTHERS CAULK BETWEEN NNDOW FLANGE WOOD BUCK SECTION 2 _WINDOW WIDTH. 2 WINDOW / HocTH G ELEVATION VIEWED FROM EXTERIOR ��•`•""2j11H SEF L INNoil No.42371 i S i P •• W i 0 STATE OF Ari e^ ':cL O R HOP• • Ci rrNN N1 �O % G.A. 2 YANDOW fi/SS DE51OR RESIGN TAPCON ANCHOR LOCATION SIZE (INCHES) PRE59RrE PRESSURE LOCAITONS CAPAOTY N PS< CA'PACET IN PST It K 10 137 -137 IN -in AD F. 12 X 24 N -N iN -IN M L0.N1 12 IS 30 74 -7. iN -1. AD FIRM 12 X 30 N -a I" -IN AD F.WU 12 M N N -41 137 -137 AD r.w 12 2 N 37 -117 - - AI rA U I x n 55 -N A0 FAW; W 3 10 log -IN IN -IN AC F,aW 10 . 24 10 �0 130 -130 AC r.QJu 10 3 TD 00 -N 123 -113 AC F.WU 10 2 31 41 -41 110 -IN AAMU 10 2 N 40-40 1N -IN AC F.O.IU 10 M N N -40 - - AC I,OW 14 x n N -.0 1 AC F." 24 gig M -0 135 -133 AC FAJU 24 R 24 !B -00 170 -120 AC ►AW 24 t 30 44 -44 IN -100 AC f.41 w 24 R 30 40-40 TO -O AC r.wU 24 4 N 40 -40 N -M AC "m 34 2 N 40 -40 - - AC F.WU 24 1 n N -40 AC FAW 22 4 10 47 �7 IRD -120 AC F.wU 32 t 24 11 -41 n -00 AC r,wU .0 4 >0 40 -40 In-01 AC im 32 0 40 40 -40 N _w AO r.wu 32 R N 40 -40 - - AC r.wU a 2 n 40 -40 AC r wU 38 4 14 41 -1 its -114 AC TAW 30 R 24 40 -40 07 _67 AC r,OJU 301 30 N -40 73 -n AC /.wu N t 30 40-40 02 -u AO r•1U N R N 40 -40 .0 -N AC F.O.H1 30 ■ N N -.0 - - AC FAW s 2 n 40 -40 AC IA W 40 2 10 40 -40 IN -IN AC ►.wu sot 24 40-40 N -N A0 mu N R >0 40-40 fQ -03 AC f.wU 40 t 34 40 t N 40 - 40 40 -40 AC FAW N A so 40 -.40- - AC F,wU N R n 40 -40 AC F." N t 14 40-40 1D4 -104 AC r.wu got 24 40 -40 N -00 AC r.*JU 40 4 m N -40 N -40 AC I. N t 32 40-40 40 -40 AC I OlU go2 40 40 -40 40 -0 AC FAW N R so 40 -40 AC rAW 72 2 Ill 40 -40 la -10 AC F.wU n R 24 40- 0 IN -a AC T.OJU n 2 30 40 -40 40-4 AC F,wU 72 t N 40 -40 40-40 AC FAW n t 4440 -40 40-40 AC HAW n R 4o N -40 1 - _ I AC rA U M 2 14 - - 40 -N A.0 FAW a t N - - 40 -N AC rA W N t s - - 40 -4o AC ►.9" 04 K 20 - - 40 10 AC r,a/U 44 R M - - 40 -40 AO I.wU N t 14 - - N -M AC r wu N R 24 - - 44-N AC r.wU N [ 30 - - 40 -40 AC F.m U A n - - - - 40 40 -40 -40 AC r.w rm YLA JOB OD4-OZID �V. •_�� ,y{q, YOOSEF LAVY, P.E. CONSILTUM ENGNEIIt IQI a 1►• 0.,9. C 1r • IA r E1b • W D not NOD MIMT LMW, Hum / IN ASSO IDLY OUWNO DMLA>t TDIAW 7543 (2I4p4o-CD4F r: 2I4 7 oeo I4eo m nnulc woDlr AR P N/A wn 12/10/w p et ,woo. q 9AST"M 11471M ' INSTALLATION ANCHOR CAULK BETYIEEH ONE BY WOOD BUCK BY OTHER WOOD BUCK @ MASONRY OPENING 11. J BY OTHERS CAULK BETWEEN WINDOW FLANGE IIIWOOD BUCK a SEE Q TABLE v 4 PERIMETER CAULK BY OTHER INSTALLATION 1450 HEAD ANCHOR � SHIM AS REO'0 (SEE NOTES)__ C CAULK BETWEEN -J WOOD BUCK h EXTERIOR MASONRY OPENING BY OTHERS II 5141M AS REO'D 1459 SILL -� (SEE NOTES) PERIMETER CAUL( BY OTHER Q Q IiE T CAULK BETWEEN WINDOW Q I FLANGE h WOOD BUCK 1 ONE BY WOOD BUCK BY OTHER CAW( BETWEEN INSTALLATION ANCHOR WOOD BUO. h MASONRY OPENING BY OTHERS SECTION 1 24- GENERAL NOTES: 1) SHIM AS REQUIRED FOR LEVELING. ELEVATION 2) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063. 3) CAULK BEHIND WINDOW FIN AT HEAD, SILL. h JAMBS. VIEWED FROM EXTERIOR 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) DESIGN PRESSURES SHOWN ARE BASED ON MULLION CAPACITY ONLY. DESIGN PRESSURES FOR GLASS THICKNESS MUST BE DETERMINED PER ASTM-E1300 CLASS CHART AND THE SMALLER VALUE MUST BE USED FOR DESIGN. 6) WHERE WATER RESISTANCE TEST REOUIREMENT OF 157E 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 j-0 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 OUANTITY LISTED WITH NEXT LARGER SIZE. BUCK BYOT ER BUCK BY TER SHIM AS REO'D (SEE NOTES) — 1450 JAMB 1455 JAMB — r- -30M BULB VINYL SEAL 3035 METAL CLAD- BEAD - CAULK BETWEEN WINDOW FLANGE k WOOD BUCK i CAULK PERIMETER CAULK I BY OTHER EXTERIOR SECTION 2 GA 2A Ca11PARATIIE ANALYSIS ! ANCHOR CHART FOR cDaRAL A mmm SERES I35o/1050/1670 PICTURE WIDOW — — :r — :r — ..® A1AnX v p Fear! 4■n1ol v CIIY •A] !II LS — W Arf/C NMLAm 0 mme RC/m M I■••a y� y7 1-1 Y■a11Y OwOn -y7 < 071X/ DFSON PI®ME OCSW PI®Ra OEDW P"ESSFIE Al EACH Wo � AT EACH Hn IT W.0" M CAPACITY (PSF) exAOM M J" 4.0 20 ■ 30 -10 - - 1 1 1 i x 7 wxa -a - _ I 7 1 1 1 1 20 ■ a 1 7 7 1 1 x0 x 30 0 mxw - -47 p N X 13 - - -w 1 x 7 1 7 4 30 x 30 -31 - - ! x ! 7 1 1 W■ a - -37 1 3D ■ a ]0 ■ b - -44 >D t b - - -55 1 1 1 1 7 3 S ■ 73 - - -a 1 ! ] 1 7 ] 30 ■ 30 LHSTALLATION w■ ANCHOR ]4 It a - - 1 - 7 1 1 1 1 1 ]e IT - -w - 7 7 ! 2 ! ! Y ■w - - _b x 1 1 1 1 3 0 35173 - - -40 1 1 1 1 7 3 CAULK BETWEEN a . 30 - -57 - 7 1 1 1 7 1 WOOD BUCK h w x a - -a _ 7 MASONRY OPENING - -b 7 7 1 1 7 3 w■ w _ _ -41 1 1 1 1 1 ] BY OTHERS a■w - - -w 1 1 1 1 1 ] ax 73 -a 1 1 3 1 1 4 H ■30 - -51 - 7 1 1 1 1 1 N■ x N x a - - -30 ! 1 1 3 3 3 H■ b - - -N 7 7 7 3 3 3 N ■w - - -a 7 7 1 1 1 3 N■ )J -b 2 7 3 i 1 4 a■ 30 - -a - 1 1 1 I 1 1 -63 1 1 1 3 3 1 a It a - - -5/ ! 2 7 3 3 3 a X 50 1 1 7 3 3 3 40xb - - -a 7 1 3 1 7 3 a x 73 -w 7 1 1 32 4 w■ ]0 _ _ _w 1 1 1 ] 3 1 w■ 41 - - -a 3 1 1 3 3 1 w■ w - - -N 3 1 7 3 ] 3 w■a - - -w 1 1 1 3 3 3 40 ■ 73 -w 1 1 3 3 3 13 I >0 - - -a 7 3 7 3 ] 1 13140 - - -a 7 ! ! 4 4 1 1J x a - - -a 1 7 T 4 4 1 73 x So - - -a 3 3 1 4 4 1 /3 X 60 - - -a 3 3 1 1 4 3 13 ■ t3 _ _ _w 3 3 3 • • • Single Glaze ``,N\N\1111 71111 S E F i 4 No. 42371 YLA JOB /04-242 A * YOOSEF LAM, P.E. p '. .' STATE OF CONSULTING ENGINEER 2 '• 9se0 FaaaT IAJNE. SFTE / I00 i1 F� OR TOP•'• DAUAS. TEXAS 75243 11115/0NAL F' I: (214040-aw9 r.(x14)34o-ac FLORIDA LICENSE /42371 IOII CCU* Y.Er,b% D 7X6•PA` 11w•1dw R nul ASSEMBLY DRAWING SERIES 1350/1550/1670 PW JO IDYL u N/A Irc .w �• _.. 11/OS/04 JE31 1350ASSY^. INSTALLATION ANCHOR — ONE BY WOOD BUCK BY OTHER - CAULK BETWEEN WINDOW - FLANGE h WOOD BUCK a PERIMETER CAULK BY OTHER 1450 HEAD EXTERIOR 1459 SILL — PERIMETER CAULK BY OTHER a CAULK BETWEEN WINDOW - FLANGE h WOOD BUCK ONE BY WOOD — BUCK BY OTHER INSTALLATION ANCHOR— GENERAL NOTES: 1) SHIM AS REWIRED FOR LEVELING. ELEVATION 2) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063, 3) CAULK BEHIND WINDOW FIN AT HEAD, SILL, & JAMBS. VIEWED 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 15% 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-# 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. - CAULK BETWEEN WOOD BUCK R - MASONRY OPENING yW�� BY OTHERS T ONE BY WOW ONE BY WOOD I BUCK BY OTHER DUpC BY OTHER E SHM AS REO'D a TALE v (SEE NOTES)—� Q ^• — I45B JAMB 1458 JAMB — r_ \ INSTALLAnaT � —303e 81KB vwYl SEAL ANCHOR 3035 METAL GLAZING BEAD SHIM AS REO'0 (SEE NOTES) CAULK BETWEEN WINDOW FLANGE 6 WOOD BUCK CAULK BETWEEN WOOD BUCK k PERIMETER CAULK PERIMETER CAULK MASONRY OPENING BY OTHER BY OTHER BY OTHERS EXTERIOR �% SHIM AS REO'D SECTION L (SEE NOTES) Q IiE TABU: 0 `CAULK BETWEEN J WOW SUCI; @ MASONRY OPENING BY OTHERS SECTION 1 24- MAX L GA 2B OO PARATIK ANALYSIS • ANOM OIART FOR 0O1[RAL A IM&W SERIM 13w/1050/1070 PICTURE We" �A10e ene eAm Au®1 a P weR Au1®1 ar e111A ■Al! tux o tV+1 aloes o un er � 0N) aleaw ..uo e■1 ew Vlr a1o.e ALD.eIm W 7eA1[ Rnk4m r IeA1[ • , m WM/ NOOK DL9M POOMM AP CAOIY (M 0®1 PK33 Q CAPAOTY L� DCSM PR64iS CAP W CPW) HtM sul aEACHE +ore RL AT E KM O SNUB 20 k ]0 -00 m[ m x 30 -45 - v D m k w m 1 73 - - -67 -CZ - 2 2 t 2 7 3 30 ■ 30 -70 - - 7 2 1 x 2 1 w■ w -Sl x 1 t 30 ■ w -M 30 k w -43 30 k w - -N - 2 1 2 2 x 3 30173 -w 2 7 3 2 2 1 30 ■ 30 -39 - - 2 2 2 7 1 1 NSTAL ATION 31 1 40 - 5 - - 1 2 1 I 1 I ANCHOR 30 k w- -13 - 2 t 1 I 2 3 ]a x w - -533 - 2 2 x 2 2 3 0 >e ■ 7] - - -11 2 2 3 1 1 4 w[ SD -5.3 - - 7 I 7 2 x 2 CAULK BETWEEN OD WOBUCK & MASONRY OPENING BY OTHERS 40 ■ 40 40 [ U w 1 so wkw -w - - - - -11 -•° -11 - - - - 1 2 t 2 2 2 2 7 1 i 1 1 2 1 2 1 7 3 2 i 3 I 7 ) w[ a -w 2 7 3 2 1 3 ! I I 2 x 7 Mies -H - - I I I I I 1 H[ w - -47 - 2 1 ! 1 1 1 N 1 w - -U - 2 2 2 2 2 3 M[ w - - -44 Z 2 3 7 3 4 N R 71 -31 2 t 3 2 ! 1 w■ 30 - -01 - t ! 1 3 7 2 w 11 w - -51 - ! ! I 3 1 2 w■ w - -M - 7 7 7 1 x 1 w■ 30 - -42 - 2 x 2 1 2 2 w■ w - - -DI ! 7 3 3 3 1 w[ 73 -50 2 2 I 3 3 1 w 1 30 - -U - 1 2 1 1 3 1 w 1 w - -42 - I I 7 7 I I w [ w - - -0] ] 7 1 • • 3 w[ 30 - - -w 2 3 1 • 4 7 w■ w - - -37 I 2 ! 4 4 4 w■ 73 -U 7 2 3 3 3 1 73 [ 30 - - -01 3 3 1 3 1 2 73 [ 40 - - -32 3 3 I 1 ! 7 73■0 - - -w 3 l 2 ! 1 3 73 k 30 - _ _1p 3 3 ! 3 1 3 73 ■ w - - -U 3 3 2 3 1 3 Insulated S E F 2A No. 42371 : YLA JOB 004-242 * % YOOSEF LAVI, P.E. STATE OF W CONSULTING ENGINEER 2 j°(OR 9550 FOREST LANE SUITE / 106 EDP•'• V :� 27r �J' DALLA% M A9 73I43 T: (214)340-OD49 h(714)340-OC Y1 /21 NA L FLORIDA LICENSE IO II /42371 +�`` 1e1 R Ow IM • o.1rn B t!I • ra r 11Im • Nr[ B rstl ASSEMBLY DRAWING SOBS 1350/1650/1070 Pe JEI YL N/A a1[ wore[ 13MASSY TWO BY BUILD DOWN BY OTHERS CAULK BETWEEN WINDOW FLANGE k FILL STMP-ll SHEATHING BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER - FLANGE TYPE I•n1O WINDOW FRAME SILL PERIMETER CAULK BY OTHERS CAULK BETWEEN VANDOW FLANGE k WOOD BUCK e t�' a CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS SECTION 1 O.A. 5 SHIM AS REO'D (SEE NOTES) GENERAL NOTES: AME 1 1/4 MIN. 1) 99M AS REO'D. AT EACH INSTALLATION ANCHOR USMG LOAD BEARING WINDOW FRGE JAMB EMBEDMENT CAULK BETWEEN FTLLERSTRIP SHIM. MAX ALLOWABLE STACK TO BE 1/4'. GLAZING (TYP) & BUILD DOWN BY OTHERS Q WINDOW FRAME MATERIAL ALLOY 6083 SEE NO 17 3; CAULK BEHIND WINDOW FLANGE AT HEAD. SILL : JAMBS INSTALLATION 4) CAIRJ( FOR PERIMETER SEAL AROUND EfTET00R OF WINDOW FIANCE �-ANCHOR. S) CLASSI THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 MASS CHART I SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED B) MEPE WATER RES13TANCE TEST REQUIREMENT OF 137E OF DESIGN LOAD APPLIES POSITIVE DE9QN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF CAUL BETWEEN ACHIEVED IN TEST. WINDOW FLANGE 7) 13 6' TAPCON TYPE INSTALLATION ANCION MUST BY OF S7RTE"T LENGTH SHEATHING 1 1/B- MIN TO PROVIDE A WN. 1-1//4' EMBEIENT INTO SUBSTRATE A INSTALLATION SCREW AT HEAD AND JAMBS MUST BE OF SLff ICE71T LENGTH TO ACIRVE 1 1/0' MIN, EMSMUD47 Imo C EMBEDMENT I M WOOD IRAMINO. 3/TB- 01A. TAPCQN ANCHOR 3 00 INSTALLATION SCREW TO BE ONE BY PA700 PLACED Y MAX FROM CORNERS • 24• MAX O.c MAX BETWEEN. PERIMETER CAULK BUCK BY OTHERS E) BUID DOWN AROUND THE OAVE PORTION OF wNDOM FRAME TO BE ENGINEERED BY BY OTHERS OTTERS BOLD DONN MUST BE OF SUMCIOR STRENGTH TO ADEQUATELY TRANSiDI CAULK BETWEEN WINDOW LOAD FROM WINDOW TO THE STRUCTURE. FLANGE k WOOD BUCK. O) ELEVATIONS SHOW COMMON OOIFTOURATKINS IT IS NOT INTENDED TO LOOT USE OF THIS FILLERSTRIP PRODUCT TO THESE TWO COERIQIRATONS THIS MEET APPLIES TO ALL CONFIGURATIONS SECTION 2 BY OTHERS OF "xED WINDOW MA&WO SYSTEM, SHIM AS REO'D. (SEE NOTES) INSTALLATION ANCHOR. GLAZING (TYP. SEE NOTES). WINDOW a--1 ELEVATION ELEVATION a 11/4 MIN VIEWED FROM EXTERIOR VIEWED FROM EXTERIOR `,�..•�VVV4NNNN El4BEDMENT. _ S E F L NNNN 1'LA JOB i 04-021F [ A1,1�' •`'I:�;, IALLON NiCHORS {< • v% YOOSEF LAVY, P.E. 4TM+,iiLtCt�", ' 140. 42)71 CONSULTING ENGINEER i o y M60 EOIM LINE 7II'R / 166 Imf f. Q* WL • ermb% R a= • FA on mn • Q/AI Q TSRI DALL-A TOUT 75M STATE OF ? = D T• n ' INSTALLATION DETAILS TWO BY BIRD DOWN '•. ••• f,c OR TOP••' V := SERIFS 14W/1560/1570 DESIGNED PICTURE TANDOW ,'NHL i- NAI Dam. aim I1GDi NR1414NV4�N��,`` ... �AR �w IP .....N/A ..........e.. IISTALATION 1450 PW INSTALLATION ANCHOR CAULK BETWEEN � ONE BY wow WOOD BUCK a BUCK BY OTHER MASONRY OPENING BY OTHERS CAULK BETWEEN WINDOW FLANGE a WOWBUCK Q SEE Q 7ABI.E PERIMETER CAULK -/ I I I BY OTHER 1450 HEAD -� I I SHIM AS REO'D (SEE NOTES) EXTERIOR II SHIM AS REO'D 1459 SILL -� (SEE NOTES) PERIMETER CAULK BY OTHER J Q TAABB. LE CAULK BETWEEN WINDOW I 0 FLANGE a WOOD BUCK ONE BY WOOD BUCK BY OTHER CAULK BETWILEH WOW INSTALLATION ANCHOR MASO BUCK a MASONRY OF'ENINC BY OTHERS SECTION 1 GENERAL NOTES: ONE BY WOOD BUCK BY OTHER SHIM AS REO'D (SEE NOTES) 1458 JAMB — r 3035 METAL GLAZING BEAD) CAUL( BETWEEN MNDOW FLANGE a WOOD BUCK PERIMETER CAULK BY OTHER WINDOW 1)) SHIM AS REO'D. FOR LEVELING. `]]4XXX444t 2) WINDOW FRAME MATERIAL ALLOY 6063 SEF L tttt4 3) CAULK BEHIND WINDOW FLANGE AT HEAD, SILL a JAIABS. FI 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CIA p1 i SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUAUFIED : ii V S • 0) WHERE WATER RESISTANCE TEST REQUIREMENT OF 137E OF DESIGN LOAD APPLIES P(�IITIVE• NO. 4Z371 DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 0.G P;f ACHIEVED IN TEST. 7) 13/16• TAPCON TYPE INSTALLATION ANCHOR MUST BY OF SUFFICIENT LENGTH i p •, STATE OF TO PROVIDE A MIN. 1-1/4• EMBEDMENT INTO SUBSTRATE /8 INSTALLATION SCREW 11Lry..n ANDJAMBSMUOF LENGTH ION /SCREW _ S ANCHOR INTO WOOD rR DIA. TAPINSTTAALLAB iO 'EF '''(O R TOP• (i 'F PLACED B• MAX FROM CORNERS a 24• MAIL O.C. MAX BETWEEN. ArrFF ? ` DTHE CURVE PORTION OF WINDOW FRAME TO BE BY 8) BUILOTHER 1I0tNA;", S. BUILD DOWNDOWN M MUST BE OF WIFICIEN STRENGTH TO ADEQUATELY2TRANSFERNEERED LOAD FROM WINDOW TO THE STRUCTURE. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. ID) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE QUANTITY LISTED WITH NEXT LARGER SIZE. —i ( INSTALLATION ANCHOR 0 CAULK BETWEEN WOOD BUCK a MASONRY OPENING EXTERIOR BY OTHERS SECTION 2 ELEVATION VIEWED FROM EXTERIOR ELEVATION VIEWED FROM EXTERIOR GA SA e wal � • D..f de+e 4w.e u■ r rrr o4mort 1-1 1..Ar D�oR IDiK/ 0t90M PTRS]iXQ O[9O4 14RmXR DE901 PRQ4IS AT E" s1i fuD Su •T EAO1 MDOO CAPA0IY O'S7T CAPAOTY (PST) CAPAOTT (PST)1iA0 A7A6 A4IB 20I10 2a ■ w -DO - - ! ! I , 7 2 20 I N -17 - - 2 2 2 2 2 7 10130 -U - - 2 7 1 i 1 1 2o■ w - -11 - i 7 2 7 1 2 2D ■ 73 -67 , 2 2 2 1 A■ 30 -To - - 7 2 1 I 2 1 w■ w -53 - - 2 7 2 1 2 2 X■ 45 -N - - I 1 2 2 2 2 30 ■ 30 -Al - - 1 2 2 1 7 I 2 2 2 1 2 3 3D ■ 71 - -ae 7 2 3 2 2 3 >t ■ w -1s - - 7 7 , 2 , , 36 I N - -13 - I I 2 1 i ! 3I ■ tq - -37 - 7 2 7 2 I 7 30 X 00 - -M - , ! I 2 I 3 m Y 73 _u 2 2 3 2 2 3 w X30 -31 - - 1 I 7 ! I I w■ N - -51 - 1 1 1 1 1 3 w I w - -N - 2 2 2 2 1 I w■ w - -•1 - , 2 2 2 2 1 w ■ 73 -52 2 2 ] ! ! 4 N X N - -17 - 2 , I 3 3 3 N 2 30 - -4 - 2 2 2 3 3 3 N X6D - - -I1 1 1 3 2 I 3 N■ 73 -31 I I 3 2 2 b 130 2 2 2 2 2 7 b■w - -31 - 7 1 1 3 3 2 48X45 - -N - ! 2 1 1 3 1 N 110 - -42 - ! 2 ! 3 3 3 N■ IO - - -12 2 2 3 2 2 3 b. 73 -so 2 I 3 I 2 00 ■ w - -.3- 7 1 1 7 2 2 w: b - - 42 - 7 f 1 1 1 1 IO l b - - -62 3 3 2 1 1 1 OOI3o - - -ID 3 3 1 1 3 1 00 ■ 1m - - -32 W 73 -b 2 2 1 f 1 1 73130 - - _0 3 3 7 3 3 1 73 X 40 - - -52 3 3 2 1 . 1 13 I b - - -30 3 3 ! • • I 73[W _ _ _30 3 3 1 1 1 1 77 ■ ■0 - - -b 1 ] 7 • 1 3 HEIGTH YOOSEF LAM, P.E. CONSULTING ENGINEER 25M FOREST LAIC SUITE 1100 DALIAS. TEXAS 75243 T: (214)340-0049 F:(214)340-0007 FLORIDA LICENSE /42371 rmll.C-4IA•T.1Wk%D nm1-FA b.Rl®•Oi.n =1 INSTALLATION DETAILS TWO BY BUILD DOWN SERIES 1350/1650/1670 DESIGNED PICTURE WINDOW o .D AR fA N/A 41D1 ■1/Q DA1C DIC MUUDCw 10/14/04 B 1350aS-ASSY G.A. 9 INSTuunoN ANCHOR INSTALLATION ANCHOR SHIM AS ROb (SEE NOIF� 09 BY WOOD CONCRETE OR OB 9tl1E11 (TIP. 3/10' CIA. TMC011 BUIX BY OTHERS MASONRY OPENING. ERE T ! ARE BY OTHERS NOT REO'0.) BETWEEN CAULXwoo0 1RAME BUCH a INSTALLATION ANCHOR ORE BY WOW MASCIRY OPENING D ="T (M. ' a1C1 BY OTHERS A/ BY OTHERS CA2H0 NOT WaD.) ! AIIL d (SIDE HORS)) SNIP AS REdO 4 1-1/4' MIN 4 (SEE NOBS)T d CONCRETE OR YAi0N11T • MAX Stafl SPACL D ww TRD my OTHZ D BY Ia O INSTALLATION ANCHOR 3/I1r DUl TAPOCI STUCCO BY OTHERS D CAUUf BETWEEN N000 aUtR • ' MAS•Y OPENING PUIMETER CALM( DOOR FRAME BY Orem BY OTHERS HEAD PERIt¢R11 CAIAX By OTHERS STU_ BY DINERS 1-1 4• fiADNO �� tM (SEE NOTES) DOOR MOM 1/4- MAIL SHIM SPACE EXTU40R 113 sECTION R—R A000 aUCE •• ONE By uAlti DPDOIO MOW Bucc 4 ' gY ODap BY OTHERS II n-Z� 4 • d 4 I 1 at S�S DOOM •/11 d UIERILLLT APPIT CAUUUNC UNDE7R SILL OR SET SOL of10 OF ca+tFt7E v 44(91 (—,-,V—tNlTALLA7rO" NDeaWt�X ANCHOR MAsONYY OPENING SECTION A -A 3/1a• CIA. TAPCON BY OTH Do KM WIN!1) TAKI w1Dw UMAI Nur you E) T� NOIOt MI✓•i S a M/Rl�lf EDIOM m AO<K IK O�IOIT P 1-1/P MN al OPq R. ALTUMN UP= SSIN0001 AMO N104T 70 9A01 ■ ALL MAR[ MDMR • LOW! LAUX YA= PLO Pahl Q A11111M 100110111011 W 000E I 9 ova om Q t MOT - INimm OMtH f. UK no= iIWIFTY 11911D fM Im L-A" 11= Irm UK AR1NIMS a0110 P'OSK Tat6 O OI101 I® aTP N mm 909 A ITOI10mTm ID FvINO woo Qp PPWW U! a9Y 9A IOIOAIm tJEtf f9Ot aAlM AL9e APNOPED. 7000m MAN IMMM M11Y WAY POT �BmIDIl9 MGLASS q v . HD>N aAt•�iA9a D� 1 U wL now N1m =a IQE HOOm POE TNCM AM= WaLu N n4o UM p oO or 9ummlr 12T101H 10 fwm EML e/r oFn�R IRO WaD MM KOOK STRIP DETAIL I 4AIN / ILL CO AXE TO K �AIED ImE Amu M AM W W Aa I sm aROb. AT EA. tT W INTIILLAIO AO010LL MAL AISOOPM 0411 9%WX TO t 1/4'. .. If ALL owxul101 Aloors 10191 t MAR O ccrom 1 acolm MAIOIN3l I Ulm Y mmmma McN111 Pan tl0 d AOOmm F® PAM APPNOIO) 00I109 mus AIt A9 Us= 01 w1?XLA9OI Con ,» MY ALL c0IR0NAWM unm NONE Alt goo 01 TIS DILMM NDOM WITULAIo1 =noN 'A-A7. ti-r • NOa cm gift MRT 10 MMUAWN S AIL AFFFO D OD OW1AlOR 1• 1 W KIOMX O•AO7N OO1m TAP001 ANOIOrs TO OI or 41L WON 4e UMN alit OM t UOK TES MIT AN APRO 10 4aa 6 440 HEAR 1 tip 0001 ■ INmm ■ =w PNAIO OIRPCO9t. Msaw" or 0 �^1O s0Nl1O TOA UOI lOTO AC•XK 1-air MN. woman9110 OWWIL RAQ 9m 90Oq r ►110r covers O se as MALL TAPCON INSTALLATION CHART CALL DOOR LOCATION IN HEAD & SILL EA. JANIS OrY. IN HOOK STRIP MP TO 46 P3F al PSF UP TOIP TO 4o P SIZE SIZE 4S P!w • Toao To To 70 PS► 4s ro eD 70 To OP PSF OP PSF Da OP PSF 0 PSF OP 30" XQ OX. XX N X aO 3 3 3 4 3 ♦ 4 XX am MIN OIL XX N X BO 0 S ! 4 3 4 6 too" in CK lot 120 X a0 6 0 7 4 .3 1 S 6060 XD. OIL XX 00 X 96 3 3 3 3 4 S 1 90N Xq OIL XX 72 X 90 3 3 3 a 4 S e aOOD Xa ox XX Oe X N 4 7 4 e a e4 S 9068 oTlo IWSA X 60 S S 6 4 3 4 e 120" WO) I4°-NA X 6O 7 7 9 4 3 s e 1l0N O10) 19I-AH X N a 10 11 4 3 1 4 S 718O OXD 91-31A X 9s e a S B 4 6 a 9000 Om 109-3A X N a 0 0 S + 0 e 120e0 Wll 145-aA X N 7 9 03 ; 4 ° E am fmt 106-am X 80 a a e 4 7 4 S 1200a X01 143-" X ISO 7 a 4 3 4 e ISO" >m 176-,ou X a° a 10 11 4 Tall IOX Oe•-" X 06 a S 3 e 4 0 B logo lox 100-I/0 X N a S 9 S 4 e ° 120M XIX 142-VU X N 7 a 9 a 4 6 0 13 B loan 12M O a 4 XXXX 144-N X 00 7 7 a 4 3 4 S IGON con N. I"-sA X a0 0 10 12 4 3 4 S 10000 0T01G, XX10T 120-N X N a 9 7 S 4 a a 12M 010e. MM 144-LA X N 7 0 1 S 4 B 0 : 1+ s d 1-1/1';MIN. Ola4.T CONCRETE ,�- aOPPENINOOER,r Sn= BY OTHERS BY OTHERS CAULX �— WOOD Mac & MEEE . SUOD+O aASS DOOR ROOM STRIP —I A --A EXTERIOR ELEVATION INSTALLATION AI MON ., '• • ` 3/16' CIA. TAPCa1 . 0JAII FiL . � ' F ' � 11XII L aL • fi++TIL tY tleOl • la It Ii1W1.OANti R 7�1 , SERIES 420/430�n� DI GLASS DOOR DISTDETAIL IV Be NIA of 20 2 B TIM MAAo I GEN-0024 —wo a" IIMM an, Nrs a ar N►S M CONCRETE T90 IN0 9Y 11I WON AUCKM OR ON WAS 3/19• DUL TAPCON r FIRM At 13-1/3• aC MAX 9Y 071 ey OBO 3 1 9Y 6 0R i 1 B WD00 BIAO1 11Y OTHERS (SEE "DIE Is) - " AS AEOD (s<E Morn) Q 0 C G a./ AS ISM 1-1/4- MUSE —I r9BIA1LATM AFOa (gE IIOTP) T • I w L:PLX 1-1 • 1d1. KICK MASONRY 1SOOD DOOR FRANK OPOSO sY OTHM JAMS commu ON YASORY C A29M ° OPOMD e 1-1 ♦ r9T (SEE role) Br OTHERS adRr omm fTUCGO BY OTHE" 10 1/{' MAIL SHY SPACE PE74WTUI CAULX BY OTHERS POIWTCN'A', — By OTHERS STUDCO HEAPrILAYE E P eY OTNOtl d� K [OiT DOOR worm - Ex1oe0R CLA(su Orts) I I COKV%1E YASOMY 1 sr OTHERS CAULK KTIEO HOOD WICK k 4 • WAVY OPOMO v BY OTHERS ° 1- IWO my WOOD 91P01 AMC"" 3/I9. OLA 4 TAPCOM 9• FROM DOS Or 13-1/2- aG LIAR W OIEK ° !ULK STALLADOM �1d1SCREWsoo t9°EiacIIICE"i YATY OPO O BY OTHERS 1/•• MAX i BY 6 OR Ar SPACE 1 x 9 WOOD a" BY OTHERS SECTION B-B (SCE NOTE 16) 4 ° d 4 d . . • 1-1/4• MN. SLLINO CLAMS 000E • • KOOK STRIP s ACA G ' UK" SILL S T SU IN =1 UHx%'R SAl OR SET SLL N 80 OF CONCRETE ° Q A SnON A -A IMSTAUATVM ANCHOR lam 3/IS• OIA. TAPmIWol WipAL' IWMMM MAW NN1TAPODt rMi NOALLA9 ANOCO 0 9LL WANT 91 Or 11.079=1 LOWN 10 AMM UK OOADR Or 1-1 A'MHO MAlWRr Ol mOiW. 91 9010 INS SO ANDIMff MAT t OF 01110Otf W091 10 AOGM AO "Come"OrI"TNOn10009ULALW WAR tArCW 90tlLW1O1 AOOr rMUNT Alp RAW r /AMC 9LL {UK CJILAx FOR PUMLTO STAL MIRM DR09O1 1M OM S 9 CA CT 0001 23 0 MOT =0 M WILUAIM AMOO1 CW% UK ANC O 0YM6R LWW riN NOR W AM am FOR INK APPROPRIATE mm mmm OEM rot PODRI OOOR am loaf OOMI WWASS o9W t13 0 coww Rot A r901m OODIM )—o MILAAIID CLASSNCrI INU GAD* ALSOAMPINA . WWVO MASSOASHYCIM CLASS CPAm 9) AAL IACTCAY A171m MINES NOF 0001D PON HAP= W41M /ctAO 9e FI LSO IN Of •aR11 OF t1Rrcw UMIt10 PAONX WL 1. 00m00R Ml0 TNO M no MAOLMIf / BLL CMM ANK 10 R 1EAAD WN A IWA JOIN KAM SLA M DDN Af MM AT U :T O POIALLA9W NOW "N LOAD SAIOA DW MAK A{LDMMiE W HARE 10 t 1/4r. ALL OWAL17a1 ANOOC MUS► K YAOE Or 0000ODt RtOTNIT MATO"" wowWfft Pact. A• R w ROMr10m rm ►M4 A1N01E OOI.OMA*m AR AS a Z94C lalfn W 9aT�RnALLAININ i) 13) NOT ALL COMMOUAA9Oa LOW AWK AR D10M ON D 3 OAAA0M 1101R101 OCIVALA901 CL770R •A -A•. '1-W 0 now E11► OTTAA A PLr 10 MSTAILAT M W ALL APP80M COWML*A11O4 flldKc l/) WAS ALLON&" lAO/K 9EREOt tAFOpN MOONS M FRANK to NOW f{• OL 000E NTEMLO K If) win 430 acm CLAIM SOON a Dow IQ PMT Alp Arpm to A70 0 NO Boom IS) IN OR US M= PJW 10 9E NDMY rAIIVM 10 91ArA7O N[ LOW 10 TR M►IOW 0ICREW a OTIKN HOOK STRIP pETAIL itAt10Ulti 1tu1MIE, 17) txTNM PW"M= CAPACITY I9 P0W11[7 b WE 330 rW. INSTALLATION ANCHOR CHART 33//11 SO1ILYT i • M CALL DOOR TAFC0IS 991 IN HEAD JAMB HOOK STEP SIZE ✓Y SIZE IN Up 10 40 PS! 41 ►Y V TO 46 PW 1 V TO V TO CONMURAT10N INCHES a PW To 90 TO 70 u P5F TO 60 TD 70 I14 70 PW DID PW-OP 18 OF Or PSF OF OR Or 609s X0. OIL xx 90 IS 0O 3 3 '3 3 3 1 • 1 a" )m, m xx 72 x 00 ♦ • ♦ • • • • S am 1m. OR xx x00 0100 e S s S S • • 1 Iowa Ito, ox xx 120 x e0 e 9 7 9 7 e / 090 0SIX US s0 x 96 3 3 3 3 3 3 1 i em MO. CK xx 72 x 9s .3 3 3 4 { • 9 e awo >m, ox xx IN x •0 4 • 5 1 5 i e 1 ow mm' 09-S A 1 e0 6 • 9 9 ,lose OxO :43-DA x 00 1' 7 9 7 • 10 • S 1506e Ox0 let-" x 00 9 10 It 9 12 14 / S 76e0 Ox0 N-Am x 06 S S s S S e 9 0 9000 Oro 100-D A N 9e 6 6 1 6 6 7 s 6 130e0 OxO 143-" It sd 7 0 9 e 10 12 1 6 l_ 11 13 10 1 13 1 16 9 9o•e Hmt 106M x 00 S s • S 9 7 1 / 1i06e xO 1.1-LAS x 90 7 7 s 7 9 to / 1 110" = 176-om x so s 10 1t 0 13 14 / 7610 111111 9s-9/•A It 26 S -1S s S S 0 0OBO SIX los-yM x INS S 1 S s 7 • e 12M xu 1♦.1:— 10 7 0 9 7 to 11 • 6 sm RRt1 1310 13 13 1306s O1Oa 0001 IN-yMi x s0 7 1 0 7 0 l0 1 y I9ose a= looOI 193-AN x 0D 9 11 ti 10 13 Is { 3 to= WOU )0001 120-0A It 90 e 6 7 e s 9 e e 12090 amwal 1{{-Ru9 I E 7 e 9 9 10 11 e 6 OR MASONRY OPOOO G By oncn6 d' ) 1-, .• toL d T ' � 1 DOOR vw1w DR it oMns �_jk C WRp • . COED O 41suom 0 , l�� i GILASS boom i 1001 0. K • t�n119a R 1S00f • Il Br IIfO 3 • Iilti OI nUl MOON STRIP s ; NaTALIAMOM ANCHOR ! * umR Or SERIES 420/430/440 SLIDING CLASS DOOR 3/16- M TAPCON 6•i% Ao INSTALLATION DETAIL N1TH TWD BY BUCK IN MASONRY �A••hiul•lE0• - 1 12/03/02 1 d I GEN-0027 rnU6W v.&v0i V W N pm GENERAL AL(AWNUM CORP. FLANGE HORIZONTAL MULLION DESIGN LOAD CAPACITIES ��- EXTRUDED ALUMINUM TUBE MULLION 91445 SH SIZES WHEN USED FOR MULLING TRANSOM MULL SPAN.- WOW. HGT. V 53.000 61.000 74.000 80.000 90.0D0 96.000 106.250 26.000 197 136 81 62 40 32 22 38.375 175 119 71 54 35 28 19 50.625 168 112 65 49 32 25 17 54.625 168 111 64 48 31 25 17 55.625 168 111 64 48 31 24 17 63.000 168 110 62 47 30 24 16 72.000 168 110 62 46 29 23 1s 54.000 168 110 62 46 29 22 15 NOTES: • CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #14451 HORIZONTALLY. • CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN OR 1ESS • WINDOW HEOM SHOWN ON 'Y• AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT MICLUDE TRAMSOV HEIGHT. • READ MULLfDN SPAN AND Wmaw HEIGHT IN INCHES. • DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. • DESIGN LOAD CJIPACMES SHOWN ON TWO CHART DO NOT CONSIDER ANY STRENGTH OBTAINED FROM FRAME MEMBERS OF ADJACENT .WINDOWS. • Onmt - U175 • CALCULATION6 PERFORMED FOR THE PREPARATION OF TM CHART COMPLIES WITH THE 21DW REVISIONS TD THE NM FLORIDA BUILDING CODE PREPARED BY: roam cr TrC NOLoor COR ORA710N 11W LOUISNANA AVE SUITE 6 WINTER PARK FLORIDA 327119 PHONE 407 0224334/ FAX 407 022. M5 '�A J• at/f r�1 46 fA 0 s CAM0039 20.Nrt03 o1-1201 � C"f hh►pr N N GENERAL ALUMINUM CORPORATION VERnCAL MULLION DESM LOAD CAPACITY CHART ALURIM M II{ULUOK DIE 01448 FlN VERTICAL P.W. 30M %VrK - WM.).W. 30.000 43.O0o 56.m 63.000 72m 88.000 96.0m 28.000 519 819 819 819 819 819 819 32.000 551 549 549 548 519 549 Sa8 38.000 343 328 328 328 328 328 328 42.0W 264 243 243 243 243 243 243 56.000 110 91 88 86 88 86 88 6D.000 87 71 Be 88 66 66 66 72DW 48 38 33 32 32 32 32 84.000 29 22 19 18 17 17 17 98.000 19 14 12 11 11 10 10 CHART APPLIES ONLY TO W LL1ON 014" W 0 USED TO PULL FN $WILE HUNG AND PIC RE YMODOVM READ W NWN VW H AND h601ir W $1C►M DESM PRESSURE VALLM ON THI$ CHART ARE IN PSF MULLION AND FRM1E ANCWW3 SHOULD BE CHECKED IN EACH SPECIFIC CONORIOM. Dmu-11175 CALCULATION$ PEIIPORI® FOR THE PREPARAMM OF THIS CHART COMLRE$ WITH THE 20M REVISIONS TO THE 2G01 FLORIDA OULDfNO COOS PREPARED Sr. P11000Cr TfCWOLOOrCORPORA710N 1100 LOURPANA AVE 8Ur E $ CA020M WWTER PARK. FLORIDA sz►eo 20-Jmft4)3 PHONE 401$22-d7St / FAX 407 022-SM 02-0Y01 Goal 1. ,000 vYON �''plos INSTALLATION ANCHOR (TYP.) MULLION ANCHOR BRACKET WINDOW FRAME JAMB (TYP.) I it 1 I II I I II I MULLION I I I I ANCHOR I II BRACKET I II I I I cwc Ito: GEN-04541 MULLION G.A. 25 DIE 'NO. 1442 INSTALLATION ® #8 SELF TAPPING ANCHOR (.) SMS (TYP.) e v v v SEE NOTES a ° a #2 do 13 CONCRETE OR MASONRY 4 a SUBSTRATE SHOWN, WOOD ° A FRAME SUBSTRATE ALSO APPLIES MULLION DIE NO. 1442 SECTION A- A Limii EXTERIOR ELEVATION 19-11-02 1 A IREMOVE ANCHOR SPACING DIM. DATE I SYM. REVISION SECTION B- B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1442, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION. ATTACH MULLION TO SUBSTRATE WITH 3/16- DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4- MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) 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 & SILL. 5) 1 rAOF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2W, b G CODE WITH 2002 REVISIONS. IT IS THE RESPONSIBILITY QQFF INE COMPLIANCE ON A SPECIFIC STRUCTURE. c GENERAL ALUMINUM CORP. s 3 X CARROLLTON, TEXAS w FLANGE VERTICAL MULLION INSTALLATION DETAIL FL °+ ALUMINUM TUBE MULLION, DIE N0. 1442 680 , tt�i�•'+ Aww ---- of BB Aga -_-- °AM 8/21 /02 �NIAI. ,++ •ran► ---- �"n'---- 11=10Y ��►��r��N� HALFGEN-045, PW Mm MR PDX= 1002AfP COW, Teo UZMAM AW� om rwec no" ax PH= 40r-432-4m FAX 4er-tip 6m EXTERIOR ELEVATION 19-11-02 1 A IREMOVE ANCHOR SPACING DIM. DATE I SYM. REVISION SECTION B- B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1442, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION. ATTACH MULLION TO SUBSTRATE WITH 3/16- DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4- MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) 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 & SILL. 5) 1 rAOF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2W, b G CODE WITH 2002 REVISIONS. IT IS THE RESPONSIBILITY QQFF INE COMPLIANCE ON A SPECIFIC STRUCTURE. c GENERAL ALUMINUM CORP. s 3 X CARROLLTON, TEXAS w FLANGE VERTICAL MULLION INSTALLATION DETAIL FL °+ ALUMINUM TUBE MULLION, DIE N0. 1442 680 , tt�i�•'+ Aww ---- of BB Aga -_-- °AM 8/21 /02 �NIAI. ,++ •ran► ---- �"n'---- 11=10Y ��►��r��N� HALFGEN-045, PW Mm MR PDX= 1002AfP COW, Teo UZMAM AW� om rwec no" ax PH= 40r-432-4m FAX 4er-tip 6m INSTALLATION ANCHOR (Ty'.) MULLION ANCHOR BRACKET WINDOW FRAME JAMB (TYP.) G.A., 26 lot" N0' GEN-0459 I I MULLION I II I DIE NO. 1442 I it I MULLION I II ANCHOR I I I I BRACKET ( !) I I i INSTALLATION 0 08 SELF TAPPING ANCHOR �� SMS (TYP.) (') c o v v a a v 4 ° 1-1/4" MIN. SUBSTRATE ° a EMBEDMENT MULLION f DIE NO. 1442 SECTION U — B SECTION A --A JI v 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) MULUON ATTACHMENT IN SECTION B-B IS TYP. AT SILL ONLY. 4) INSTALLATION OF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 FLORIDA BUILDING CODE WITH 2O02 REVISIONS. IT IS THE RESPONSIBILITY OF OTHERS TO DETERMINE COMPLIANCE ON A SPECIFIC STRUCTURE. 5) DESIGN PRESSURE CAPACITY OF INSTALLATION AS SHOWN ON THIS DRAWING IS t 46a p, PS FA NERAL ALUMINUM CORP. �•�►�,,F 1,• e� �•��CARROLLTON, TEXAS CAST SILL MULLION INSTALLATION DETAIL MINUM TUBE MULLION, DIE NO. 1442 — °"tBB"'°`---- 12 05 02 _=rxEHALF wn'---- GEN-04S9 ,"� .0 sV m � �Y��oouer ommm Mr. no L"~ � om "ML nag"wm m" cos-U - r" 4VA40- sae in. tf rll v 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) MULUON ATTACHMENT IN SECTION B-B IS TYP. AT SILL ONLY. 4) INSTALLATION OF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 FLORIDA BUILDING CODE WITH 2O02 REVISIONS. IT IS THE RESPONSIBILITY OF OTHERS TO DETERMINE COMPLIANCE ON A SPECIFIC STRUCTURE. 5) DESIGN PRESSURE CAPACITY OF INSTALLATION AS SHOWN ON THIS DRAWING IS t 46a p, PS FA NERAL ALUMINUM CORP. �•�►�,,F 1,• e� �•��CARROLLTON, TEXAS CAST SILL MULLION INSTALLATION DETAIL MINUM TUBE MULLION, DIE NO. 1442 — °"tBB"'°`---- 12 05 02 _=rxEHALF wn'---- GEN-04S9 ,"� .0 sV m � �Y��oouer ommm Mr. no L"~ � om "ML nag"wm m" cos-U - r" 4VA40- sae in. tf rll i G.A, 28 MULLION ANCHOR BRACKET WINDOW FRAME SILL (TYP.) EN D INSTALLATION SEE NOTES. ANCHOR #2 L #3 (TYP.) MULLION o v4F DIE NO. 1445 D v MULLION D a - #8 SELF TAPPING ANCHOR SMS (TYP.) BRACKET v f MULLION DIE NO. 1445 0 v Dw 'D GEN-0456 INSTALLATION ANCHOR (TYP.) a ° CONCRETE OR MASONRY SUBSTRATE IS SHOWN, WOOD FRAME SUBSTRATE v ALSO APPLIES. v WINDOW P,° FRAME HEAD ® SECTION B - B (TYP.) ° SECTION A -A NOTES, 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. 5) INSTALL .JBR��P&MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 FLORIDA 8=DZNG ftF -H 2O02 REVISIONS. IT IS THE RESPONSIBILITY OF OTHERS TO DETERM %MNG _MA -SPECIFIC STRUCTURE. • G EXTERIOR ELEVAI1UN11 Long GENERAL ALUMINUM CORP. CARROLLTON, TEXAS MW FLANGE HORIZONTAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE N0, 1445 BB "r"r° ---- °"'O B/21/02 HALF ten'---- BA 10GEN-0456 F� MW AfMMU1.7 \{DGlAa.1 f . Y -- - ..may -- — . rw-. -.�� . --� -�- — Index Page 1 of 1 timber: Lot Number: Miscellaneous: Address: The information in this box is for dministrative purposes only and is not part of a ineering r ew. Truss Fabricator:EAST COAST LUMBER- PLANT #1 OFFICE Job Reference:CARC1T - Engle Homes/CARC1T/Master #3888 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 T06011891 01 /20/2006 62 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 1-1995, 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 I 1 101/20/061 Gt I 5 101/20/061 H1D 9 01/20/06 H1H 13 1011201061H1P 17 01/20/06 H1M 21 01/20/06 1-12A 25 101/20/061 T2E 29 101/201061 H21 33 01/20/06 1-13C 37 01/20/06 T48 41 01/20/06 F5A 45 01/20/06 H6C 49 01/20/06 MV4 53 01/20/06 HJA 57 01/20/06 EJ78 61 01/20/06 CJ1 Date Mark 1 2 101/20/061 1-11A I 6 01/20/06 H1E' 10 101/20/061 T11 14 01/20/06 1-11J 18 101/201061 H1N 22 101/20/061 H28 26 01/20/06 1-12F 30 101/20/061 G3 34 01/20/06 H3D 38 01/20/06 T4C 42 101/20/061 H6 46 101/201061 M6D 50 101/20/061 MV2 54 01/20/06 HJB 58 101/20/061 EJ3C 62 01 /20/06 CJ 1 C Date Mark t 3 101/20/061 1-1113 1 7 01/20/06 H1F ' 11 101/20/061 H1R 15 01/20/06 H1K 19 101/20/061 H10 23 01/20/06 1-12C 27 101/20/061 H2G 31 101/20/061 T3A 35 101/20/061 H4 39 01/20/06 T4D 43 01/20/06 GE6A 47 101/20/061 G7 51 01/20/06 HJ7 55 01/20/06 EJ7 59 101/20/06 CJS Date Mark I 4 101/20/061 H 1 C I 8 101/20/061 H 1 G 12 101/20/061 H 1 O 16 101/20/061 H1L 20 01/20/06 2 24 01/20/06 T213 28 01/20/06 1-121-1 32 1011201061 H3B 36 01/20t06 1-14A 40 01/20/06 GS 44 01/20/06 H6B 48 01/20/06 MV6 52 01/20/06 HJ3C 56 01/20/06 EJ7A 60 101/20/061 CJ3 PLANS REVIEWED CITY OF SANFORD 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 Roof Ht. - 18 ft. Exposure Catergory - B Occupancy Factor - 1.00 MW FRS Enclosed Notes: Refer to individual truss design drawings for special loading conditions. Truss Design Engineer: Philip J. O'Regan License #: 58126 Address: P.O. Box 280055, Tampa, FL 33682 Date Sealed: 1/20/2006 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering r.'ARCI T H2 I 1*2P SP 300300 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 0 HO 1-0-3 0 N O TC`-__ 7-0-0=0 15-0-0 5-8-0 1 2-7-0 ' 5x8 2x4 5x8 6 B L C T 2x4 ro M 3-10-3 6x6 2x4 O 1 4x6 D E o A r- J SPL X H 4x8 3x6 5x10 j3x6 W:800 - W:700 R:2806 p R:2589 U: 750 U: 697 30-3-0 _ - - 30-3-0 ALL PLATES ARE LOCX20 Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 +++++++++++++++ * 2-Ply Truss +++++++++++++++ CSI -Size- ----Lumber---- TC 0.41 2x 4 SP-#2 EX B -C 2x 4 SP-SS EX D -E 2x 4 SP-SS BC 0.57 2x 4 SP-#2 EX K -F 2x 4 SP-SS WB 0.82 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 30- 3- 0 BC Cont. 0- 0- 0 30- 3- 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' 30.2' BC V 0 10 0.0' 30.2' TC V 50 38 7.0' 22.0' BC V 0 13 7.0' 22.0' BC V 200 200 7.0' CL-LB BC V 200 200 22.0' CL-LB TC V 145 145 7.0' CL-LB TC V 145 145 22.0' 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 Robbins Engineering, Inc./Online Plus- Lbs Lbs In-Sx In-Sx A 2806 751 8- 0 1-10 Hz = -88 F 2590 697 7- 0 1- 8 Hz = 88 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -M 0.30 5335 C 0.05 0.25 M -B 0.34 5283 C 0.05 0.29 B -L 0.55 6611 C 0.16 0.39 L -C 0.58 6611 C 0.16 0.42 C -D 0.41 5824 C 0.06 0.35 D -E 0.58 7 C 0.00 0.58 --------Bottom Chords --------- * -J 0.51 4710 T 0.43 0.08 J -K 0.57 4768 T 0.44 0.13 K -H 0.31 5196 T 0.24 0.07 H -F 0.54 10114 T 0.48 0.06 ------------- Webs ------------- M -J 0.01 102 T J -B 0.07 593 T B -K 0.32 2035 T K -L 0.10 1316 C K -C 0.25 1563 T H -C 0.14 963 T H -D 0.49 4905 C D -F 0.82 10308 C F -E 0.04 547 C WindLd LL Defl -0.29" in K -H L/999 TL Defl -0.61" in K -H L/573 Shear // Grain in L -C 0.43 DL Defl -0.43" at H L/817 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 0.88 B LOCK 5.Ox 8.0 Ctr-0.1 0.87 C LOCK 5.Ox 8.0 Ctr-0.1 0.87 K LOCK 5.0x10.0 1.0-0.5 0.85 F LOCK 4.Ox 8.0-0.5 Ctr 0.98 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Jt React Uplft Size Req'd ADDITIONAL SPECIFICATIONS. Robbins Engineering. Inc./Online Plus' 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/202006 10:47:37 AM Page 1 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- 10d nails as each layer is applied.) ----Spacing (In) ---- Rows Nails Screws Bolts TC 1 12 24 0 BC 1 12 24 0 WB 1 4 4 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 10308 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-Bl SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OR Right OR Engineering lCARCI T H2A 1 SP 300300 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 HO 2-0-3 0 0 N O TC9-0-0 11-0-0 i 5-8-0 i 4-7-0 Sx6 3x6 5x6 B K C 4-10-3 I 4x8 4x8 4x8 3x8 W:800 R:1305 U: 345 Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.50 2x 4 SP-#2 BC 0.90 2x 4 SP-#2 EX S1-F 2x 4 SP-SS WB 0.90 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 30- 3- 0 BC Cont. 0- 0- 0 30- 3- 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 1306 346 8- 0 1- 9 Hz = -123 F 1210 327 7- 0 1- 7 Hz = 121 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -J 0.30 2181 C 0.01 0.29 J -B 0.21 1860 C 0.02 0.19 B -K 0.35 1713 C 0.01 0.34 K -C 0.36 1816 C 0.02 0.34 30-3-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- C -D 0.50 2015 C 0.05 0.45 D -E 0.35 2619 C 0.04 0.31 --------Bottom Chords --------- A -I 0.80 1948 T 0.19 0.61 I -S1 0.90 1995 T 0.20 0.70 S1-H 0.77 1995 T 0.10 0.67 H -L 0.41 2685 T 0.13 0.28 L -F 0.20 103 T 0.00 0.20 ------------- Webs ------------- J -I 0.13 311 C B -I 0.15 495 T I -K 0.25 382 C K -H 0.16 234 C H -C 0.15 502 T H -D 0.49 898 C L -D 0.17 1044 C L -E 0.90 2822 T F -E 0.19 1171 C WindLd LL Defl -0.27" in I -S1 L/999 TL Defl -0.45" in I -S1 L/770 Shear // Grain in S1-H 0.46 DL Defl -0.29" at S1 L/999 Plates for -each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.72 B LOCK 5.Ox 6.0 0.7-3.1 0.59 C LOCK 5.0x 6.0-0.7-3.1 0.59 E LOCK 4.Ox 8.0-0.5 Ctr 0.97 S1 LOCK 4.Ox 8.0 Ctr 0.2 0.85 L LOCK 3.Ox 8.0 1.5 Ctr 1.00 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber 8 8 _ 2x4 I i W:700 R:1210 U: 327 -cam Scale: 0.190" = 1' 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2619 Lbs Quality Control Factor 1.00 0 -t- L FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus" 0 19W2005 Version 18.0.014 Engineering -Portrait 120/2006 10:47:37 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARCIT H2B 1 SP 291100 6 1- 2- 0 0 I CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 0 HO 3-0-3 0 N C) TC.'a 11-0-0 1 7-0-0 1 5-8-0 1 6-3-0 Sx6 5x6 -- 13 C 7� _L ' i 6 N 1 r 2x4 J 5x6 0 '4x6 D 0E 5-10-3 I 4x6 A s " I sl H K 2x4 3x6 4x8 4x8 3x8 �1 W:800 W:300 R:1343 R:1230 U: 340 U: 325 29-11-0 I --'- 29-11-0 ALL PLATES ARE LOCK20 Scale: 0.211" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.54 2x 4 SP-#2 BC 0.91 2x 4 SP-#2 WB 0.78 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 29-11- 0 BC Cont. 0- 0- 0 29-11- 0 WB 1 rows CLB on B -H Attach CLB with (2)-10d nails at each web. Loading Live 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 1344 340 8- 0 1- 9 Hz = -157 F 1231 326 3- 0 1- 7 Hz = 179 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- Robbins Engineering, Inc./Online Plus - A -J 0.37 2213 C 0.01 0.36 J -B 0.29 1834 C 0.02 0.27 B -C 0.54 1629 C 0.04 0.50 C -D 0.37 1809 C 0.04 0.33 D -E 0.52 2217 C 0.06 0.46 --------Bottom Chords --------- A -I 0.91 1983 T 0.19 0.72 I -S1 0.64 1609 T 0.16 0.48 S1-H 0.63 1609 T 0.16 0.47 H -K 0.67 2253 T 0.24 0.43 K -F 0.51 134 T 0.00 0.51 ------------- Webs ------------- J -I 0.18 401 C I -B 0.12 396 T B -H 0.04 151 T 1 Br H -C 0.11 371 T H -D 0.41 680 C K -D 0.17 966 C K -E 0.78 2438 T F -E 0.22 1198 C WindLd LL Defl 0.24" in A -I L/999 TL Defl -0.38" in A -I L/926 Shear // Grain in B -C 0.31 DL Defl -0.15" at S1 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.73 B LOCK 5.Ox 6.0 0.7-3.1 0.83 C LOCK 5.Ox 6.0-0.7-3.1 0.59 E LOCK 4.Ox 6.0-0.5 Ctr 0.94 S1 LOCK 4.Ox 8.0 Ctr 0.2 0.87 K LOCK 3.Ox 8.0 0.5 Ctr 0.97 REFERTO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2217 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-SEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1202006 10:47:38 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 6CARCI T j 1 1 SP 291100 6 1- 2- 0 0 CARMT (Engle/Caracas Elv.1/M#3888) HO 4-3 0 0 HO 4-0-3 N O TCI''' _ 13-0-0 l 3-0-0 1 5-8-0 1 8-3-0 5x6 5x6 B C N 6 2x4 5x6 0 0 ' 2x4 4x6 K D O L E 6-10-3 4x6 A F J 31 H M ® 2x4 3x6 3x8 4x8 4x8 W:800 W:300 R:1518 R:1355 U: 494 U: 436 BC. i 29-11-0 1 29-11-0 1 ALL PLATES ARE LOCPL20 Scale: 0.211" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- TC 0.53 2x 4 SP-#2 BC 0.97 2x 4 SP-#2 WB 0.57 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 29-11- BC Cont. 0- 0- 0 29-11- Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 BOCA •Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 29.9' BC V 0 10 0.0' 29.9' BC V 30 0 8.0' 16.5' BC V 40 0 11.1' 14.3' 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 1518 494 8- 0 1-13 Hz = -191 Robbins Engineering, Inc./Online P1us- F 1356 437 3- 0 1-10 . Hz = 238 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -K 0.51 2598 C 0.05 0.46 K -B 0.53 2449 C 0.10 0.43 B -C 0.15 1707 C 0.10 0.05 C -D 0.44 1967 C 0.05 0.39 D -L 0.24 1328 C 0.01 0.23 L -E 0.24 1328 C 0.01 0.23 --------Bottom Chords --------- * -J 0.91 2323 T 0.42 0.49 J -S1 0.97 1650 T 0.30 0.67 S1-H 0.84 1650 T 0.30 0.54 H -M 0.96 2284 T 0.42 0.54 M -F 0.48 177 T 0.00 0.48 ------------- Webs ------------- K -J 0.09 405 C J -B 0.38 863 T B -H 0.05 145 T C -H 0.18 574 T H -D 0.37 630 C D -M 0.56 1277 C M -L 0.07 323 C M -E 0.57 1790 T F -E 0.32 1327 C WindLd LL Defl -0.44" in J -S1 L/794 TL Defl -0.54" in J -S1 L/646 Shear // Grain in S1-H 0.44 DL Defl -0.14" at S1 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.86 B LOCK 5.Ox 6.0 0.7-3.1 0.82 C LOCK 5.Ox 6.0-0.7-3.1 0.59 M LOCK 4.Ox 8.0 0.5 Ctr 0.95 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2598 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus"' O 1996-2005 Version 18.0.014 Engineering -Portrait 1/20/2008 10:47:38 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering *CARCl T T2D 1 1 SP 291100 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) 7-7-3 HO 4-3 0 0 N 0 TC 14-6-0 5-2-0 10-3-0 5x6 B, 3x6 20G-RHS-5x10 4x8 4x6 W:800 R:1531 U: 487 29-11-0 EXCEPT As SHOWN ALL PLATES ARE LOCK20 HO 5-0-3 .6 E 2x4 II W:300 R:1430 U: 484 Scale: 0.212" = 1' Robbins Engineering, Inc./Online Plus - A 1531 487 8- 0 1-13 REFER TO ROBBINS ENG.. GENERAL Hz = -218 NOTES AND SYMBOLS SHEET FOR Online Plus -- Version 18.0.014 E 1431 484 3- 0 1-11 ADDITIONAL SPECIFICATIONS. RUN DATE: 20-JAN-06 Hz = 294 CSI -Size- ----Lumber---- TC 0.70 2x 4 SP-#2 BC 0.80 2x 4 SP-SS WB 0.57 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 29-11- 0 BC Cont. 0- 0- 0 29-11- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 BOCA Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 29.9' BC V 0 10 0.0' 29.9' BC V 30 0 10.0' 19.8' BC V 40 0 12.4' 16.9' 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 -H 0.66 2590 C 0.04 0.62 H -S1 0.66 2396 C 0.04 0.62 S1-B 0.70 2287 C 0.12 0.58 B -C 0.48 2518 C 0.08 0.40 C -1 0.38 2274 C 0.04 0.34 I -D 0.35 1304 C 0.01 0.34 --------Bottom Chords --------- * -G 0.61 2319 T 0.22 0.39 G -S2 0.63 1565 T 0.14 0.49 S2-F 0.80 1565 T 0.07 0.73 F -J 0.56 1304 T 0.12 0.44 J -E 0.23 217 T 0.00 0.23 ------------- Webs ------------- H -G 0.14 462 C G -B 0.40 911 T B -F 0.54 1176 T F -C 0.49 1450 C F -I 0.42 1336 T J -I 0.44 1298 C J -D 0.57 1798 T E -D 0.47 1389 C WindLd LL Defl -0.61" in G -S2 L/569 TL Defl -0.74" in G -S2 L/469 Shear // Grain in S2-F 0.45 DL Defl -0.23" at S2 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.86 B LOCK 5.Ox 6.0 Ctr-0.1 0.65 S2 RHS 5.0x10.0 Ctr 0.8 0.97 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2590 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering -Portrait 120/2006 10:47:39 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 'CARCI T T2E 1 1 SP 291100 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 0 HO 6-0-3 0 N O TC; 14-6-0 3-2-0 1 12-3-0 5x6 H T i i Sx6 1- 7- 0 3x6 4x6 c J D 61 3x6 I S1 2x4 u I 7-7-3 i 4x6 A E H S3 G S2 6, 2x4 3x6 3x6 4x8 3x8 4x6 II W:800 W:300 R:1540 R:1397 U: 491 U: 464 -- HC 29-11-0 - 29-11-0 ALL PLATES ARE LOCK20 Scale: 0.212" = 1' Robbins Engineering, Inc./Online Plus - A 1540 492 8- 0 1-13 REFER TO ROBBINS ENG. GENERAL Hz = -227 NOTES AND SYMBOLS SHEET FOR Online Plus -- Version 18.0.014 E 1397 464 3- 0 1-10 ADDITIONAL SPECIFICATIONS. RUN DATE: 20-JAN-06 Hz = 344 CSI -Size- ----Lumber---- TC 0.72 2x 4 SP-#2 BC 0.59 2x 4 SP-SS EX S2-E 2x 4 SP-#2 WB 0.66 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 29-11- BC Cont. 0- 0- 0 29-11- Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 BOCA Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 29.9' BC V 0 10 0.0' 29.9' BC V 30 0 8.5' 17.8' BC V 40 0 11.7' 15.9' 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 -I 0.65 2628 C 0.05 0.60 I -S1 0.65 2598 C 0.05 0.60 S1-B 0.72 2491 C 0.14 0.58 B -C 0.29 2186 C 0.03 0.26 C -J 0.59 1980 C 0.03 0.56 J -D 0.57 1236 C 0.01 0.56 --------Bottom Chords --------- A -H 0.56 2352 T 0.22 0.34 H -S3 0.48 1548 T 0.14 0.34 S3-G 0.59 1548 T 0.14 0.45 G -S2 0.50 1236 T 0.11 0.39 S2-F 0.57 1236 T 0.12 0.45 F -E 0.56 250 T 0.00 0.56 ------------- Webs ------------- I -H 0.12 467 C H -B 0.63 1058 T B -G 0.34 1007 T G -C 0.60 1235 C G -J 0.40 1030 T F -J 0.58 1198 C F -D 0.56 1711 T E -D 0.66 1357 C WindLd LL Defl -0.52" in S3-G L/664 TL Defl -0.66" in S3-G L/525 Shear // Grain in S3-G 0.37 DL Defl -0.15" at S3 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.87 B LOCK 5.Ox 6.0 Ctr-0.1 0.62 NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Provide connection to bearing for 343 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3), 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2628 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. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING fi BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus*" 0 1996-2005 Version 18.0.014 Engineering - Portrait 120/2006 10:47:39 AM Page 1 Job Mark Quan Type Span P1-Hl Left OH Right OH Engineering CARCIT H2F 1 1 SP 370704 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 a O HO 5-2-9 0 0 N N O 0 TC r 14-6-0 '' 14-11-4 3-0-6 1 3-11-10 I 16 6 5x6 5x6 T E T B 5x8 T 2x4 3x6 5x6 .6 - C7- 0� M N 1- 6- 3 D 40x6 1-11-13 7 6 - 3x6 T 2x4 S1 - 8-6-6 / L 1-4-OF 4x6 I �-4 FAG IS3 �4. � 2x4 6x8 3x6 3x6 K 32 J H R 1617 W:800 HGR 3x6 20G-RHS-5x10 4x10 2x4 U: 418 R:1704 U: 412 SC, 21-0-6 1 16-7-4 1 37-7-4 Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.62 2x 4 SP-#2 BC 0.79 2x 4 SP-#2 CW 0.37 2x 4 SP-#3 WB 0.92 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C.. From To TC Cont. 0- 0- 0 37- 7- 4 BC Cont. 0- 0- 0 37- 7- 4 WB 1 rows CLB on J -C Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus- B -C 0.33 2374 C 0.04 0.29 C -M 0.31 2761 C 0.05. 0.26 M -N 0.27 2766 C 0.05 0.22 N -D 0.41 2443 C 0.04 0.37 D -E 0.27 897 C 0.00 0.27 E -0 0.15 923 C 0.00 0.15 --------Bottom Chords --------- * -K 0.79 2618 T 0.23 0.56 K -S2 0.69 1997 T 0.18 0.51 S2-J 0.72 1997 T 0.18 0.54 J -H 0.39 76 T 0.00 0.39 G -I 0.59 2443 T 0.41 0.18 I -S3 0.51 1683 T 0.15 0.36 S3-P 0.68 1683 T 0.15 0.53 P -F 0.35 264 T 0.00 0.35 ---------- Chord -Webs ---------- H -G 0.37 216 T 0.00 0.37 G -M 0.16 337 C 0.16 0.00 ------------- Webs ------------- L -K 0.12 412 C K -B 0.42 816 T B -J 0.40 1273 T J -C 0.37 1640 C 1 Br J -G 0.72 2247 T C -G 0.23 744 T G -N 0.15 483 T I -N 0.29 670 C I -D 0.35 1105 T D -P 0.92 1677 C P -E 0.15 492 T P -0 0.43 1369 T F -0 0.62 1622 C WindLd LL Defl -0.26" in S2-J L/999 TL Defl -0.43" in S2-J L/999 Shear // Grain in B -C 0.33 DL Defl -0.27" at S2 L/999 on BC Plates for each ply each face. PLATING CONFORMS TO TPI. Jt React Uplft Size Req'd REPORTS: SBCCI 9761 Lbs Lbs In-Sx In-Sx ROBBINS ENGINEERING, INC. A 1704 413 8- 0 2- 0 BASED ON SP LUMBER Hz = -241 USING GROSS AREA TEST. F 1617 419 3- 8 1-15 Plate - LOCK 20 Ga, Gross Area Hz = 345 Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI Membr CSI P Lbs Axl-CSI-Bnd A LOCK 4.Ox 6.0 Ctr 0.1 0.97 ----------Top Chords---------- B LOCK 5.Ox 6.0 Ctr-0-1 0.88 A -L 0.62 2925 C 0.16 0.46 C LOCK 5.Ox 8.0 1.0 Ctr 0.92 L -S1 0.55 2937 C 0.05 0.50 E LOCK 5.Ox 6.0 Ctr-0.1 0.66 S1-B 0.55 2829 C 0.14 0.41 O LOCK 4.Ox 6.0 Ctr-0.1 0.78 Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/20/2006 10:47:40 AM Page 1 Scale: 0.160" = 1' S2 RES 5.0x10.0 Ctr 0.8 0.81 G LOCK 6.Ox 8.0 Ctr 1.2 0.79 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Provide connection to bearing for 345 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2937 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTIONI!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering �CARCI T H2G 1 SP 370704 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 0 HO 5-2-9 0 N O TC 15-4-0 I 19-4-0 2-11-4, Sx6 2x4 3x8 3x6 5x8 B L S1 M C T 4x6 3x8 N 1- 5-10 S4 T 8-0-3 6 - 2x4 K 1-4-OE 1-4-OD 4x6 c D A E 1- 4- 0 H S3 O 2x4 - J 6x8 3x6 3x8 4x6 R W:800 S2 6x8 3x10 S 2x4 y R 1 667 R:1643 U: 418 U: 412 BC 21-0-0 16-7-4 I _ 37-7-4 ALL PLATES ARE LOCK20 Scale: 0.161" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.72 2x 4 SP-#2 EX S4-B 2x 4 SP-SS BC 0.94 2x 4 SP-#2 CW 0.37 2x 4 SP-#3 WB 0.74 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 37- 7- 4 BC Cont. 0- 0- 0 37- 7- 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 1643 413 8- 0 1-15 Hz = -215 D 1667 419 3- 8 1-15 Hz = 334 Robbins Engineering, Inc./Online Plus" B -L 0.44 2313 C 0.03 0.41 L -S1 0.46 2321 C 0.07 0.39 S1-M 0.56 2321 C 0.03 0.53 M -C 0.55 1902 C 0.02 0.53 C -N 0.10 800 C 0.00 0.10 --------Bottom Chords --------- * -J 0.94 2522 T 0.23 0.71 J -S2 0.60 73 C 0.00 0.60 S2-F 0.92 73 C 0.00 0.92 E -H 0.62 1902 T 0.18 0.44 H -S3 0.48 734 T 0.07 0.41 S3-0 0.50 734 T 0.07 0.43 0 -D 0.30 253 T 0.00 0.30 ---------- Chord -Webs ---------- F -E 0.37 240 T 0.01 0.36 E -L 0.26 410 C 0.26 0.00 ------------- Webs ------------- K -J 0.21 535 C J -B 0.13 427 T J -E 0.74 1970 T B -E 0.15 477 T E -M 0.22 571 T H -M 0.53 895 C H -C 0.51 1598 T 0 -C 0.64 1071 C 0 -N 0.45 1409 T D -N 0.64 1672 C WindLd LL Defl -0.46" in S2-F L/959 TL Defl -0.73" in S2-F L/605 Shear // Grain in K -S4 0.36 DL Defl -0.35" at S2 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.93 B LOCK 5.Ox 6.0 0.7-3.1 0.80 C LOCK 5.Ox 8.0 Ctr-0.1 0.96 N LOCK 4.Ox 6.0 Ctr-0.1 0.78 J LOCK 6.Ox 8.0 1.0 Ctr 0.90 E LOCK 6.Ox 8.0 Ctr 1.2 0.67 H LOCK 3.Ox 6.0 0.5 Ctr 0.97 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- - -K 0.72 2806 C 0.04 0.68 R -S4 0.72 2542 C 0.04 0.68 S4-B 0.61 2418 C 0.16 0.45 Robbins Engineering. Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/20/2006 10:47:41 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 334 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2806 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-HI Left OH Right OH I Engineering CARCI T H2H 1 1 SP 370704 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 HO 5-2-9 0 0 N O TC''' _ 17-4-0 15-4-0 4-11-4 5x8 2x4 3x6 5x6 B M N C 9-0-3 1-4-OE 1-4-OD T A 2- 5-10 D 4x6 A - 3x W:800 3x6 6 4x81 2x4e R:1773 R:1734 U: 418 U: 412 SC 21-0-0 1 16-7-4 1 37-7-4 Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.51 2x 4 SP42 BC 0.90 2x 4 SP42 CW 0.81 2x 4 SP-#3 WB 0.89 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 37- 7- 4 BC Cont. 0- 0- 0 37- 7- 4 WB 1 rows CLB on L -I WB 1 rows CLB on I -B WB 1 rows CLB on C -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 (a) Plus 1 UBC LL Load Cases) Plus 1 BC LL Load Cases) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC ALL PLATES ARE LOCH2O Robbins Engineering, Inc./Online Plus" A -K 0.50 3007 C 0.14 0.36 K -S1 0.34 2760 C 0.05 0.29 S1-L 0.35 2679 C 0.04 0.31 L -B 0.33 2032 C 0.02 0.31 B -M 0.29 2159 C 0.03 0.26 M -N 0.37 2166 C 0.05 0.32 N -C 0.51 1437 C 0.01 0.50 C -O 0.43 98 T 0.00 0.43 --------Bottom Chords --------- * -J 0.90 2687 T 0.23 0.67 J -S2 0.62 2299 T 0.19 0.43 S2-I 0.70 2299 T 0.21 0.49 I -F 0.35 166 C 0.00 0.35 E -S3 0.76 1807 T 0.15 0.61 S3-H 0.79 1807 T 0.30 0.49 H -D 0.70 1021 T 0.08 0.62 ---------- Chord -Webs ---------- F -E 0.81 207 T 0.00 0.81 E -M 0.29 347 C 0.29 0.00 ------------- Webs ------------- K -J 0.12 367 C J -L 0.14 436 T L -I 0.20 698 C 1 Br I -B 0.04 145 C 1 Br I -E 0.65 2046 T B -E 0.26 831 T E -N 0.18 570 T N -H 0.89 919 C H -C 0.39 1217 T C -D 0.58 1832 C 1 Br D -0 0.17 193 C WindLd LL Defl -0.27" in E -S3 L/999 TL Defl -0.43" in E -S3 L/999 Shear // Grain in S3-H 0.43 DL Defl -0.19" at S3 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. Jt React Uplft Size Req'd BASED ON SP LUMBER Lbs Lbs In-Sx In-Sx USING GROSS AREA TEST. A 1734 412 8- 0 2- 1 Plate - LOCK 20 Ga, Gross Area Hz = -241 Plate - RHS 20 Ga, Gross Area D 1773 419 3- 8 2- 1 Jt Type Plt Size X Y JSI Hz = 345 A LOCK 4.Ox 6.0 Ctr 0.1 1.00 B LOCK 5.Ox 8.0 Ctr-0.1 0.97 Membr CSI P Lbs Axl-CSI-Bnd C LOCK 5.Ox 6.0-0.7-3.1 0.95 ----------Top Chords---------- I LOCK 4.Ox 8.0 0.5 Ctr 1.00 Robbins Engineering. Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering . Portrait 1/202006 10:47:41 AM Page 1 Scale: 0.161" = 1' E LOCK 6.Ox 8.0 Ctr 1.2 0.81 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 345 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 3007 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH I Engbreering CARCI T HN 1 1 SP 370704 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 SO 5-2-9 0 0 N O TC 19-4-0 1 11-4-0 1 6-11-4 5x8 2x4 3x6 5x6 B L M C 10-0-3 1-4-OE 1-4-OD W:800 3x6 3x6 5x8 2x4 R:1758 U: 412 BC- Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.71 2x 4 SP-#2 BC 0.91 2x 4 SP42 CW 0.79 2x 4 SP-#3 WB 0.81 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 37- 7- 4 BC Cont. 0- 0- 0 37- 7- 4 WB 1 rows CLB on K -H WB 1 rows CLB on H -B WB 1 rows CLB on M -G WB 1 rows CLB on F -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 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) 37-7-4 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- A -J 0.44 3069 C 0.13 0.31 J -S1 0.42 2814 C 0.05 0.37 31-K 0.49 2714 C 0.04 0.45 K -B 0.47 1898 C 0.02 0.45 B -L 0.11 1927 C 0.02 0.09 L -M 0.27 1937 C 0.02 0.25 M -C 0.26 1207 C 0.01 0.25 C -N 0.71 1339 C 0.04 0.67 --------Bottom Chords --------- A -I 0.91 2745 T 0.23 0.68 I -S2 0.66 2237 T 0.37 0.29 S2-H 0.83 2237 T 0.37 0.46 H -F 0.60 161 C 0.00 0.60 E -S3 0.76 1666 T 0.14 0.62 S3-G 0.70 1666 T 0.14 0.56 G -D 0.56 275 T 0.00 0.56 ---------- Chord -Webs ---------- F -E 0.79 224 C 0.00 0.79 E -L 0.06 207 C 0.06 0.00 ------------- Webs ------------- J -I 0.14 407 C I -K 0.16 529 T K -H 0.26 782 C 1 Br H -B 0.34 908 C 1 Br H -E 0.81 2543 T B -E 0.48 1512 T E -M 0.17 535 T M -G 0.34 934 C 1 Br G -C 0.05 203 T G -N 0.47 1485 T D -N 0.64 1689 C WindLd LL Defl -0.35" in E -S3 L/999 TL Defl -0.53" in E -S3 L/837 Shear // Grain in S3-G 0.44 DL Defl -0.21" at S3 L/999 Checked for NonConcurrent 200 Plates for each ply each face. Lbs Moving Point Load applied PLATING CONFORMS TO TPI. at Panel Points and Mid -panel REPORTS: SBCCI 9761 on BC ROBBINS ENGINEERING, INC. BASED ON SP LUMBER Jt React Uplft Size Req'd USING GROSS AREA TEST. Lbs Lbs In-Sx In-Sx Plate - LOCK 20 Ga, Gross Area 'A 1758 413 8- 0 2- 1 Plate - RES 20 Ga, Gross Area Hz = -267 Jt Type Plt Size X Y JSI D 1696 419 3- 8 2- 0 A LOCK 5.Ox 6.0 1.4 0.6 0.89 Hz = 357 B LOCK 5.Ox 8.0 Ctr-0.1 0.97 C LOCK 5.Ox 6.0-0.7-3.1 0.66 Membr CSI P Lbs Axl-CSI-Bnd N LOCK 4.Ox 6.0 Ctr-0.1 0.78 ----------Top Chords---------- I LOCK 3.Ox 6.0-0.3 Ctr 0.54 Robbins Engineering, Inc./Online PlusT 0 1996-2005 Version 18.0.014 Engineering . Portrait 1/20/2006 10:47:42 AM Page 1 D 2x4 R R:1695 U: 418 Scale: 0.157" = 1' H LOCK 5.Ox 8.0 1.0 Ctr 0.99 E LOCK 6.Ox10.0 Ctr 1.2 0.97 REFER TO ROBBINS ENG. GENERAL. NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Provide connection to bearing for 356 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 3069 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG IN Im to Tr 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Eirgiireering CARCI T I GI 1 1 SP 500000 6 0 1- 2- 0 CARCIT (Engle/Caracas Elv.1/M#3888) NO 4-3 NO 4-3 0 0 N TC _ 7-0-0 -2-8-1 10-0-0 10-7-15 1 19-8-0 O I'1; 2x4 6x8 3x6 U 7x8 D AA E 8x8 8x10 N H Y 2x4 6'- 3x6 O R V 6 10-2-3 0 6; 8x8 C 3x12 4x6 S1 2x4 1-4-OA CC W 1-4-OH 6x16 A 6x6 •• i l , i' 4x6 HH 0 S2 K 1- 4- 0 H F W:800 3x6 7x8 8x8 5x8 10x12 R; 5186 G J I U:1336 2x4 7x12 5x10 WI800 SPL R:3128 U: 784 L 1Ox12 BC 29-0-0 1 21-0-0 1 �._ -- 50-0-0 I ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Robbins Engineering, Inc./Online Plus - Chocked for NonConcurrent 200 TL Defl -1:07" in L -S2 L/547 Lbs Moving Point Load applied Shear // Grain in U -E 0.41 Online Plus -- Version 18.0.014 at Panel Points and Mid -panel DL Defl -0.76" at S2 L/768 RUN DATE: 20-JAN-06 on BC Plates for each ply each face. CSI -Size- ----Lumber---- Jt React Uplft Size Req'd PLATING CONFORMS TO TPI. TC 0.84 2x 6 SP-#2 Lbs Lba In-Sx In-Sx REPORTS: SBCCI 9761 Ex D -E 2x 4 SP-#2 A 5186 1336 B- 0 6- 2 ROBBINS ENGINEERING, INC. ES E -31 2x 4 SP-SS Hz = -245 BASED ON SP LUMBER Ex S1-F 2x 4 SP-SS F 3129 785 8- 0 3-11 USING GROSS AREA TEST. BC 0.89 2x 8 SP-SS Hz = 246 Plate - LOCK 20 Ga, Gross Area Ex G -I 2x 4 SP-SS Plate - RHS 20 Ga, Gross Area Ex I -F 2x 4 SP-SS MOM CSI P Lbs Axl-CSI-Bnd Jt Type Plt Size $ Y JSI CW 0.70 2x 4 SP-113 ----------Top Chords---------- A LOCK 6.Oxl6.0 Ctr-0.3 0.99 WB 0.89 2x 4 SP-#3 A -CC 0.83 10450 C 0.40 0.43 B LOCK S.Ox 8.0 Ctr-0.5 0.94 Ex O -B 2x 4 SP-#2 CC-B 0.84 10769 C 0.42 0.42 C LOCK 8.0x 8.0 0.9-3.9 0.95 Ex L -Y 2x 4 SP-SS B -C 0.45 9744 C 0.34 0.11 Y LOCK B.Ox10.0-0.9-0.4 0.95 Ex H -E 2x 4 SP42 C -R 0.82 12178 C 0.56 0.26 D LOCK 6.Ox 8.0 0.9-3.8 0.89 Ex H -J 2x 4 SP-#2 R -Y 0.79 12120 C 0.57 0.22 E. LOCK 7.Ox 9.0-1.0-4.3 0.81 PB --- 2x 4 SP-#3 Y -D 0.24 6967 C 0.18 0.06 P LOCK 4.Ox 6.0-1.4 0.9 0.95 D -AA 0.86 6225 C 0.32 0.54 F LOCK 6.Ox 6.0-4.3 1.4 0.88 Brace truss as follows: AA-U 0.73 5273 C 0.31 0.42 O LOCK 7.Ox 8.0 Ctr 1.0 0.94 O.C. From To U -E 0.85 5269 C 0.23 0.62 L LOCK 10.0x12.0 0.5-0.3 0.93 TC Cont. 0- 0- 0 50- 0- 0 E -V 0.80 5046 C 0.38 0.42 S2 LOCK S.Ox 8.0 Ctr 0.4 0.89 BC Cont. 0- 0- 0 50- 0- 0 V -S1 0.49 5696 C 0.31 0.18 K LOCK 5.Ox 8.0 Ctr 0.5 0.97 WB 1 rows CLB on O -C S1-W 0.45 5790 C 0.31 0.14 H LOCK 10.0xl2.0 Ctr 1.4 0.97 WB 1 rows CLB on Y -K W -F 0.73 5990 C 0.43 0.30 J LOCK 7.Oxl2.0-1.0 Ctr 0.97 WB 1 rows CLB on AA-H --------Bottom Chords--------- I LOCK 5.0x10.0 Ctr-0.5 0.88 WB 1 rows CLB on E -J A -BB 0.72 9279 T 0.52 0.20 Attach CLB with (2)-10d nails BB-O 0.72 9279 T 0.52 0.20 at each web. O -L 0.89 12835 T 0.72 0.17 REFER TO ROBBINS ENG. GENERAL L -S2 0.62 8038 T 0.45 0.17 NOTES AND SYMBOLS SHEET FOR Loading Live Dead (psf) S2-K 0.57 6038 T 0.45 0.12 ADDITIONAL. SPECIFICATIONS. TC 20.0 15.0 K -H 0.45 5841 T 0.33 0.12 BC 0.0 5.0 G -J 0.26 127 T 0.00 0.26 NOTES: Total 20.0 20.0 40.0 J -L 0.66 4929 T 0.46 0.20 Trusses Manufactured by: Spacing 24.0" I -F 0.63 5344 T 0.25 0.38 East Coast Lumber Lumber Duration Factor 1.25 ---------- Chord -Webs ---------- Analysis Conforms To: Plate Duration Factor 1.25 G -H 0.70 193 T 0.00 0.70 FBC2004 TC Fb=1.00 Fc=1.00 Ft=1.00 H -U 0.03 128 T 0.03 0.00 ON Loading BC Fb=1.00 Fc=1.00 Ft=1.00 -------------Webs------------- Soffit psf 2.0 BB -CC 0.04 296 C Design checked for LL on BC Load Case 6 1 BOCA Loading CC-0 0.18 567 T per BOCA (section 1606.2.3), Lumber Duration Factor 1.25 O -B 0.74 4028 T IBC/IRC-2003,and FBC 2004 Plato Duration Factor 1.25 O -C 0.81 4820 C 1 Br (section 1607.1), 20.0 paP. p1P - Live Dead From To C -L 0.79 2930 C Design checked for 10 psf non- TC V 40 30 0.0' 50.0' L -R 0.05 183 C concurrent LL on BC. BC V 0 10 0.0' 50.0' L -Y 0.90 5797 T Prevent trues rotation at all TC V 50 38 8.0' 12.0' Y -K 0.87 3567 C 1 Br bearing locations. 8C V 0 13 8.0' 12.0' K -D 0.89 2793 T Wind Loads - ANSI / ASCE 7-02 BC V 40 0 14.8' 17.3' K -AA 0.25 874 T Truss is designed as a Main BC V 40 0 22.1' 26.8' AA-H 0.42 1156 C 1 Br Wind -Force Resistance System. BC V 40 0 34.9' 38.1' H -E 0.66 3359 T Wind Speed: 120 mph BC V 200 200 7.0' CL-LB H -J 0.96 5228 T Mean Roof Height: 18-0 BC V 1370 1370 12.4' CL-LB E -J 0.65 1621 C 1 Br Exposure Category: B TC V 150 150 7.0' CL-LB J -V 0.70 729 C Occupancy Factor : 1.00 V -L 0.14 461 T Building Type: Enclosed I -W 0.11 350 C Zone location: Exterior Plus 6 Wind Load Case(s) TC Dead Load 7.0 paf Plus 1 UBC LL Load Case(s) LL Defl -0.56" in L -S2 L/999 BC Dead Load 3.0 psf Robbins Engineering, Inc./Online Plus"' 0 1998-2005 Version 18.0.014 Engineering - Portrait 1/20/2006 10:47:23 AM Page 1 of 2 Job CARCI T Mark G1 Quan Type Span P1-HI Left OH Right OH 1 SP 500000 6 0 1- 2- 0 I E►ighteerfffg C0111. CARCIT (Engle/Caracas Elv.1/M#3888) Max comp. force 12118 Lbe 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. !IICAUTIONII! READ 11SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/20/2006 10:47:23 AM Page 2 of 2 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARCI T HIA 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 HO 4-3 0 0 N 0 O N O TC 9-0-0 12-8-1 10-0-0 6-7-15 21-8-0 O 6x6 6x6 D E 2x4 6t P ut 3x6 0 0 3x6 I 0' 7x8 7x6 Q _ 3x10 6 11-2-3 61 B C 31 1-4-OA 2x4 T 2x4 1-4-OV N R 1-4-OH 4x6 3x6 A 5x4 3x6 M L S2 W:a00 3x6 6x8 4x8 4x8 T y R:2297 U: 559 7x10 G I 7x10 W:800 U2x4 2x4 SPL R:2250 F U: 560 2x4 0 BC. 30-0-0 i 20-0-0 -_-- '- 50-0-0 1 ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Robbins Engineering, Inc./Online Plus- N -B 0.37 4018 C 0.16 0.21 E LOCK 6.Ox 6.0-0.4-3.8 0.92 B -C 0.58 4431 C 0.13 0.45 F LOCK 3.Ox 6.0-1.4 0.7 0.93 Online Plus -- Version 18.0.014 C -O 0.88 4923 C 0.28 0.60 F LOCK 5.Ox 4.0-3.3 1.1 0.99 RUN DATE: 20-JAN-06 O -D 0.43 3292 C 0.07 0.36 S2 LOCK 4.Ox 8.0 Ctr 0.2 0.79 D -E 0.68 2945 C 0.12 0.56 H LOCK 7.Ox10.0 Ctr 1.8 0.81 CSI -Size- ----Lumber---- E -P 0.31 3491 C 0.08 0.23 I LOCK 7.Ox10.0-1.0 Ctr 0.89 TC 0.88 2x 4 SP-02 P -Q 0.62 3483 C 0.20 0.42 BC 0.96 2x 4 SP-#2 Q -S1 0.57 3751 C 0.09 0.48 EX S2-H 2x 4 SP-SS Sl-R 0.60 3854 C 0.22 0.38 REFER TO ROBBINS ENG. GENERAL CW 0.51 2x 4 SP-#3 R -F 0.60 4111 C 0.24 0.36 NOTES AND SYMBOLS SHEET FOR WB 0.82 2x 4 SP-#3 --------Bottom Chords--------- ADDITIONAL SPECIFICATIONS. EX H -I 2x 4 SP-#2 A -M 0.89 3810 T 0.32 0.57 PH --- 2x 4 SP-#3 M -L 0.95 3606 T 0.60 0.35 NOTES: L -S2 0.94 3564 T 0.59 0.35 Trusses Manufactured by: Brace truss as follows: S2-K 0.61 3564 T 0.30 0.31 East Coast Lumber O.C. From To A -H 0.56 2892 T 0.25 0.31 Analysis Conforms To: TC Cont. 0- 0- 0 SO- 0- 0 G -I 0.89 103 C 0.00 0.89 FBC2004 BC Cont. 0- 0- 0 50- 0- 0 i -F 0.96 3675 T 0.31 0.65 OH Loading WB 1 rows CLB on 0 -K ----------Chord-Weba---------- Soffit psf 2.0 WB 1 rows CLB on A -E G -H 0.51 241 T 0.01 0.50 Design checked for LL on BC WB 1 rows CLB on H -Q H -P 0.09 290 C 0.09 0.00 per BOCA (section 1606.2.3), WB 1 rows CLB on G -P -------------Webs------------- IBC/IRC-2003,and FBC 2004 Attach CLB with (2)-10d nails N -M 0.09 228 C (section 1607.1), 20.0 psf. at each web. M -B 0.09 295 T Design checked for 10 psf non- B -L 0.57 1780 T concurrent LL on BC. Loading Live Dead (psf) L -C 0.82 2535 C Prevent trues rotation at all TC 20.0 15.0 L -0 0.47 1467 T bearing locations. BC 0.0 5.0 0 -K 0.33 1051 C 1 Br Wind Loads - ANSI / ASCE 7-02 Total 20.0 20.0 40.0 K -D 0.34 1070 T Truss is designed as a Main Spacing 24.0" A -E 0.08 190 T 1 Br Wind -Force Resistance System. Lumber Duration Factor 1.25 E -H 0.51 1207 T Wind Speed: 120 mph Plate Duration Factor 1.25 H -Q 0.13 438 C 1 Br Mean Roof Height: 18-0 TC Fb=1.15 Fc=1.10 Ft=1.10 H -I 0.83 3475 T Exposure Category: B BC Fb=1.10 Fc=1.10 Ft=1.10 Q -1 0.07 234 T Factor 1.00 i -R 0.13 403 C Building Type: Enclosed Zone location: Exterior Plus 6 Wind Load Case(s) LL Defl-0.5411 in S2-K L/999 TC Dead Load 7.0 psf Plus 1 UHC LL Load Case(s) TL Defl -0.93" in S2-K L/628 BC Dead Load 3.0 paf Plus 1 BC LL Load Case(s) Shear // Grain in D -E 0.31 Max comp. force 4923 Lbs DL Defl -0.54" at S2 L/999 Quality Control Factor 1.00 Checked for NonConcurrent 200 Lbs Moving Point Load applied Plates for each ply each face. FABRICATOR NOTES: at Panel Points and Mid -panel PLATING CONFORMS TO TPI. 1. EAST COAST LUMBER 6 SUPPLY on BC REPORTS: SBCCI 9761 J.C. WEBER P.E.#17455 ROBBINS ENGINEERING, INC. 5285 ST. LUCIE BLVD. Jt React Uplft Size Req'd BASED ON SP LUMBER FORT PIERCE FL. 34946 Lbe Lbs In-Sx in-Sx USING GROSS AREA TEST. 2. 111CAUTIONII! READ "SCSI-Bl A 2297 559 8- 0 2-11 Plate - LOCK 20 Ga, Gross Area SUMMARY SHEET" BEFORE Hz = -275 Plate - RHS 20 Ga, Gross Area HANDLING INSTALLING 6 F 2250 561 8- 0 2-10 Jt Type Plt Size X Y JSI , BRACING TRUSSES. Hz o 279 A LOCK 3.Ox 6.0 1.4 0.7 0.97 3. SEE ATTACHED DETAIL SHEET A LOCK 4.Ox 6.0 4.3 1.6 0.99 FOR: 1-JACK NAILS. Membr CSI P Lba Axl-CSI-Bnd B LOCK 7.Ox 8.0 1.0-4.3 0.92 2-TBRACE. 3-BEARING BLOCK. ----------Top Chords---------- O LOCK 3.Ox 6.0-0.9-0.4 0.75 4. DESIGNER: LG A -N 0.43 4284 C 0.12 0.31 D LOCK 6.Ox 6.0 0.9-3.6 0.75 Robbins Engineering, Inc./Online Plus'" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/20/2006 10:47:24 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering .CARCIT HIB 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 0 HO 4-3 0 N 0 O O _TC iy 11-0-0 12-8-1: 10-0-0 1207151 23-8-0 N O i~ 6x6 6x6 ' D E - -� 6j 2x4 to 3x6 P 0 0 0 6x6 6x6 3x6 6 B C Q 12-2-3 6� -- 2x4 3x8 1-4-OA N 91 2x4 1-4-OH R 4x6 3x6 A 5x4 3x6 M L S2 1- 4- O K H F W:800 3x6 4x10 4x8 4x8 7x10 R:2280 1 G Z U: 559 2x4 6x10 W:800 SPL R:2235 U: 560 -- 50-0-0 ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Robbins Engineering, Inc./Online Plus - A -N 0.42 4231 C 0.12 0.30 F LOCK 3.Ox 6.0-1.4 0.7 0.91 N -B 0.65 3999 C 0.20 0.45 F LOCK 5.Ox 4.0-3.3 1.1 0.95 Online Plus -- Version 18.0.014 B -C 0.49 4020 C 0.10 0.39 S2 LOCK 4.Ox 8.0 Ctr 0.2 0.78 RUN DATE: 20-JAN-06 C -O 0.80 4460 C 0.23 0.57 H LOCK 7.0x10.0 Ctr 1.8 0.97 0 -D 0.45 3006 C 0.06 0.39 I LOCK 6.0x10.0-1.0 Ctr 0.93 CSI -Size- ----Lumber---- D -E 0.14 2681 C 0.05 0.09 TC 0.94 2x 4 SP-#2 E -P 0.36 3313 C 0.07 0.29 BC 0.94 2x 4 SP-#2 P -Q 0.70 3302 C 0.21 0.49 REFER TO ROBBINS ENG. GENERAL ER S2-H 2x 4 SP-SS Q -S1 0.58 3728 C 0.09 0.49 NOTES AND SYMBOLS SHEET FOR EX I -F 2x 4 SP-SS S1-R 0.54 3831 C 0.10 0.44 ADDITIONAL SPECIFICATIONS. CW 0.55 2x 4 SP-#3 R -F 0.94 4039 C 0.33 0.61 WB 0.75 2x 4 SP-#3 --------Bottom Chords--------- NOTES: EX H -I 2x 4 SP-#2 A -M 0.82 3778 T 0.32 0.50 Trusses Manufactured by: PB --- 2x 4 SP-#3 M -L 0.94 3410 T 0.57 0.37 East Coast Lumber L -S2 0.91 3272 T 0.54 0.37 Analysis Conforms To: Brace truss as follows: S2-K 0.60 3272 T 0.28 0.32 FBC2004 O.C. From To K -H 0.54 2635 T 0.22 0.32 OH Loading TC Cont. 0- 0- 0 50- 0- 0 G -}: 0.93 110 T 0.00 0.93 Soffit psf 2.0 BC Cont. 0- 0- 0 50- 0- 0 Z -F O,54 3611 T 0.16 0.38 Provide connection to bearing WB 1 rows CLB on L -C ----------Chord-Webs---------- for 307 Lbs Horiz Reaction WB 1 rows CLB on O -K G -H 0.55 242 T 0.01 0.54 Design checked for LL on BC WB 1 rows CLB on K -E H -P 0.12 345 C 0.12 0.00 per BOCA (section 1606.2.3), WB 1 rows CLB on H -Q -------------Webs------------- IBC/IRC-2003,and FBC 2004 WB 1 rows CLB on G -P N -M 0.08 345 C (section 1607.1), 20.0 pef. Attach CLB with (2)-10d nails M -B 0.13 410 T Design checked for 10 psf non - at each web. B -L 0.45 1412 T concurrent LL on BC. L -C 0.42 2222 C 1 Br Prevent truss rotation at all Loading Live Dead (psf) L -O 0.49 1381 T bearing locations. TC 20.0 15.0 0 -K 0.40 1102 C 1 Br Wind Loads - ANSI / ASCE 7-02 BC 0.0 5.0 K -D 0.46 1072 T Truss is designed as a Main Total 20.0 20.0 40.0 K -E 0.07 207 T 1 Br Wind -Force Resistance System. Spacing 24.0" E -H 0.75 1176 T Wind Speed: 120 mph Lumber Duration Factor 1.25 H -Q 0.16 509 C 1 Br Mean Roof Height: 18-0 Plate Duration Factor 1.25 H -1 0.90 3246 T Exposure Category: B TC Fb=1.15 Fc=1.10 Ft=1.10 Q -I 0.09 286 T 1.00 BC Fb=1.10 Fc=1.10 Ft=1.10 I -R 0.14 427 C Budding Type: E sed g Type: Enclosed Zone location: Exterior LL Defl -0.59" in S2-K L/993 TC Dead Load 7.0 psf Plus 6 Wind Load Case(s) TL Defl -0.96" in S2-K L/605 BC Dead Load 3.0 psf Plus 1 UBC LL Load Cases) Shear // Grain in P -Q 0.29 Max comp. force 4460 Lbs Plus 1 BC LL Load Cases) DL Defl -0.53" at S2 L/999 Quality Control Factor 1.00 Checked for NonConcurrent 200 Plates for each ply each face: FABRICATOR NOTES: Lbs Moving Point Load applied PLATING CONFORMS TO TPI. 1. EAST COAST LUMBER 6 SUPPLY at Panel Points and Mid -panel REPORTS: SBCCI 9761 J.C. WEBER P.E.#17455 on BC ROBBINS ENGINEERING, INC. 5285 ST. LUCIE BLVD. BASED ON SP LUMBER FORT PIERCE FL. 34946 Jt React Uplft Size Req'd USING GROSS AREA TEST. 2. 111CAUTION111 READ 11BCSI-B1 Lbs Lbs In-Sx In-Sx Plate - LOCK 20 Ga, Gross Area SUMMARY SHEET" BEFORE A 2281 559 8- 0 2-11 Plate - RHS 20 Ga, Gross Area HANDLING , INSTALLING 6 Hz = -302 Jt Type Plt Size X Y JSI BRACING TRUSSES. F 2235 561 8- 0 2-10 A LOCK 3.Ox 6.0 1.4 0.7 0.96 3. SEE ATTACHED DETAIL SHEET Hz = 307 A LOCK 4.Ox 6.0 4.3 1.6 0.96 FOR: 1-JACK NAILS. B LOCK 6.Ox 6.0 0.9-3.6 0.90 2-TBRACE. 3-BEARING BLOCK. Membr CSI P Lba Axl-CSI-Bnd D LOCK 6.Ox 6.0 0.9-3.6 0.75 4. DESIGNER: LG ----------Top Chords---------- E LOCK 6.Ox 6.0-0.9-3.6 0.75 Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/2012006 10:47:25 AM Page 1 Job Mask Quan Type Span P1-H1 Left OH Right OH Eirgnteering CARCI T HI C 1 SP 500000 6 1- 2- 0 1- 2- 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 HO 4-3 0 0 0 O N O N O TC1'4 13-0-0 2-8-1, 9-4-0 1 24-11-15 1' 6x6 _ - i D 6i A 2x4 2x4 m Q M 6x6 6x6 O B C 3x6 7 6 N 3x8 12-10-3 6 S1 3x6 1-4-OA 1-4-OG T 2x4 O 4x6 3x6 A 5x4 3x6 ® S R S2 P 1- 4- 0 G E _L W:800 2x4 4x8 4x8 5x8 T 6x10 P H co R:2279 U: 559 2x4 6x10 I I W:800 SPL R:2239 U: 560 - BC, 29-0-0 21-0-0 --- 50-0-0 ALL PLATES ARE LOCK20 Scale: 0.130" = 1' Robbins Engineering, Inc./Online Plus- A -T 0.60 4177 C 0.25 0.35 E LOCK 5.0x 4.0-3.3 1.1 0.96 T -B 0.63 3676 C 0.22 0.41 S2 LOCK 4.Ox 8.0 Ctr 0.2 0.79 Online Plus -- Version 18.0.014 B -C 0.22 3293 C 0.07 0.15 G LOCK 6.0x10.0 Ctr 1.2 0.98 RUN DATE: 20-JA14-06 C -Q 0.41 3444 C 0.12 0.29 H LOCK 6.0x10.0-1.0 Ctr 0.99 Q -D 0.34 3466 C 0.08 0.26 CSI -Size- ----Lumber---- D -M 0.39 3359 C 0.07 0.32 TC 0.93 2x 4 SP-#2 M -N 0.66 3342 C 0.20 0.46 REFER TO ROBBINS ENG. GENERAL BC 0.93 2x 4 SP-#2 N -31 0.57 3688 C 0.09 0.48 NOTES AND SYMBOLS SHEET FOR EX S2-G 2x 4 SP-SS S1-O 0.55 3791 C 0.10 0.45 ADDITIONAL SPECIFICATIONS. EX H -E 2x 4 SP-SS 0 -E 0.93 4048 C 0.33 0.60 CW 0.62 2x 4 SP-#3 --------Bottom Chords--------- NOTES: WB 0.98 2x 4 SP-#3 A -S 0.75 3733 T 0.31 0.44 Trusses Manufactured by: EX G -H 2x 4 SP-#2 S -R 0.77 3733 T 0.33 0.44 East Coast Lumber PB --- 2x 4 SP-#3 R -S2 0.72 3685 T 0.61 0.11 Analysis Conforms To: S2-P 0.54 3685 T 0.31 0.23 FBC2004 Brace truss as follows: P -G 0.44 2485 T 0.21 0.23 OH Loading O.C. From To F -H 0.93 124 C 0.00 0.93 Soffit psf 2.0 TC Cont. 0- 0- 0 50- 0- 0 H -E 0.54 3619 T 0.16 0.38 Provide connection to bearing BC Cont. 0- 0- 0 50- 0- 0 ---------- Chord -Webs ---------- for 324 Lbs Horiz Reaction WB 1 rows CLB on P -Q F -G 0.62 242 T 0.01 0.61 for LL on DesignBC WB 1 rows CLB on G -N G -M 0.14 394 C 0.14 0.00 eBOCAc(se 2. p (section 1606.2.3), WEI 1 rows CLB on F -M -------------Webs------------- IBC/IRC-2003,and FBC 2004 Attach CLB with (2)-10d nails S -T 0.07 249 T (section 1607.1), 20.0 psf. at each web. T -R 0.37 510 C Design checked for 10 psf non- R -B 0.43 1346 T concurrent LL on BC. Loading Live Dead (psf) R -C 0.75 1056 C Prevent truss rotation at all TC 20.0 15.0 C -P 0.92 992 C bearing locations. BC 0.0 5.0 P -Q 0.12 367 C 1 Br Wind Loads - ANSI / ASCE 7-02 Total 20.0 20.0 40.0 P -D 0.98 1554 T Truss is designed as a Main Spacing 24.0" D -G 0.93 1432 T Wind -Force Resistance System. Lumber Duration Factor 1.25 G -N 0.15 487 C 1 Br Wind Speed: 120 mph Plate Duration Factor 1.25 G -H 0.88 3447 T Mean Roof Height: 18-0 TC Fb=1.15 Fc=1.10 Ft=1.10 N -H 0.08 279 T Exposure Category: B BC Fb=1.10 Fc=1.10 Ft=1.10 H -O 0.15 428 C Occupancy Factor : 1.00 Building Type: Enclosed LL Defl -0.44" in F -H L/999 Zone location: Exterior Plus 6 Wind Load Case(s) TL Defl -0.86" in F -H L/678 TC Dead Load 7.0 psf Plus 1 UBC LL Load Case(s) Shear // Grain in P -G 0.31 BC Dead Load 3.0 psf Plus 1 SC LL Load Case(s) DL Defl -0.42" at P L/999 Max comp. force 4177 Lbs Quality Control Factor 1.00 Checked for NonConcuzrent 200 Plates for each ply each face. Lbs Moving Point Load applied PLATING CONFORMS TO TPI. FABRICATOR NOTES: at Panel Points and Mid -panel REPORTS: SBCCI 9761 1. EAST COAST LUMBER 6 SUPPLY on BC ROBBINS ENGINEERING, INC. J.C. WEBER P.E.#17455 BASED ON SP LUMBER 5285 ST. LUCIE BLVD. Jt React Uplft Size Req'd USING GROSS AREA TEST. FORT PIERCE FL. 34946 Lbs Lbs In-Sx In-Sx Plate - LOCK 20 Ga, Gross Area 2. M CAUTION M READ "SCSI-B1 A 2279 559 8- 0 2-11 Plate - RHS 20 Ga, Gross Area SUMMARY SHEET" BEFORE Hz = -320 Jt Type Plt Size X Y JSI HANDLING , INSTALLING 6 E 2239 561 8- 0 2-10 A LOCK 3.Ox 6.0 1.4 0.7 0.94 BRACING TRUSSES. Hz 325 A LOCK 4.Ox 6.0 4.3 1.6 0.94 3. SEE ATTACHED DETAIL SHEET B LOCK 6.Ox 6.0 0.9-3.6 0.75 FOR: 1-JACK NAILS. Membr CSI P Lbs Axl-CSI-Bnd D LOCK 6.Ox 6.0 Ctr-0.6 0.75 2-TBRACE. 3-BEARING BLOCK. ----------Top Chords---------- E LOCK 3.Ox 6.0-1.4 0.7 0.92 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/20/2008 10:47:26 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 'CARCI T HID 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 NO 4-3 0 0 0 N O O N TC ill I 15-0-0 12-8-1; 7-4-0 i 24-11-15 O 6x6 D I I 6i 2x4 3- 86x% 6.6 L ! B C 3x6 _,6 6 M 3x8 12-10-3 5x6 S1 1-4-OA SPLK 1-4-OG 2x4 4x6 N 3x6 A 5x4 3x6 -1- J S2 I 1- 4- 0 G E W:800 3x6 20G-RHS-3x10 4x10 6x10 R:2346 F H U: 559 2x4 7x10 W:800 SPL R:2270 U: 560 BC7 29-0-0 21-0-0 I l _ 50-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.130" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.96 2x 4 SP-#2 EX K -B 2x 4 SP-SS EX C -D 2x 4 SP-SS BC 0.62 2x 4 SP-SS EX F -H 2x 4 SP-#2 CW 0.82 2x 4 SP-#3 WB 0.89 2x 4 SP-#3 EX G -H 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- BC Cont. 0- 0- 0 50- 0- WB 1 rows CLB on C -I WB 1 rows CLB on I -D WB 1 rows CLB on G -M WB 1 rows CLB on F -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 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 2346 559 8- 0 2-12 Hz = -320 E 2270 561 8- 0 2-11 Hz = 324 Robbins Engineering, Inc./Online Plus- Me- r CSI •P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -K 0.96 4281 C 0.36 0.60 K -B 0.68 4051 C 0.29 0.39 B -C 0.44 3668 C 0.09 0.35 C -D 0.69 3746 C 0.25 0.44 D -L 0.36 3433 C 0.11 0.25 L -M 0.71 3427 C 0.22 0.49 M -S1 0.59 3750 C 0.09 0.50 S1-N 0.54 3854 C 0.20 0.34 N -E 0.88 4120 C 0.32 0.56 --------Bottom Chords --------- * -J 0.53 3831 T 0.16 0.37 J -S2 0.40 3210 T 0.27 0.13 S2-I 0.62 3210 T 0.27 0.35 I -G 0.57 2556 T 0.22 0.35 F -H 0.93 165 C 0.00 0.93 H -E 0.53 3684 T 0.16 0.37 ---------- Chord -Webs ---------- F -G 0.82 242 T 0.01 0.81 G -L 0.13 367 C 0.13 0.00 ------------- Webs ------------- K -J 0.15 483 C J -B 0.27 708 T B -1 0.30 951 T C -I 0.52 1973 C 1 Br I -D 0.53 1660 T 1 Br D -G 0.89 1445 T G -M 0.15 481 C 1 Br G -H 0.87 3567 T M -H 0.08 273 T H -N 0.15 427 C LL Defl-0.441, in F -H L/999 TL Defl -0.85" in F -H L/684 Shear // Grain in K -B 0.32 DL Defl -0.41" at F L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 3.Ox 6.0 1.4 0.7 0.97 A LOCK 4.Ox 6.0 4.3 1.6 0.99 K LOCK 5.0x 6.0-0.2 0.5 0.86 B LOCK 6.Ox 6.0 0.9-3.6 0.81 D LOCK 6.Ox 6.0 Ctr-0.6 0.75 E LOCK 3.Ox 6.0-1.4 0.7 0.93 E LOCK 5.0x 4.0-3.3 1.1 0.99 J LOCK 3.Ox 6.0 0.2 Ctr 0.57 G LOCK 6.0x10.0 Ctr 1.2 0.98 H LOCK 7.0x10.0-1.0 Ctr 0.91 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 324 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. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4281 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus- 0 1998.2005 Version 18.0.014 Engineering . Portrait 1/202006 10:47:26 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engiireering CARCI T j 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 HO 4-3 0 0 0 N O O N TC;H 17-0-0 2-8-11 5-4-0 1 24-11-15 O 6x6 D 61 2- 8- dSx6 6x6 2x4 I B C M 6 2x4 16 L 3x6 12-10-3 3x10 N 3x8 1-4-OA 2x4 S1 S2 1-4-OG K 2x4 5x6 0 3x6 A 4x6 T- 3x6 a J I S3 0 4- 1- G E _ W:800 4x8 20G-RHS-5x10 Sx8 1 6x10 R:2363 F H U: 559 2x4 7x10 W:800 SPL R:2294 U: 560 --- BC- 30-6-0 19-6-0 , ---- 50-0-0 - EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.130" = 1' Robbins Engineering, Inc./Online Plus- ---------- Top Chords---------- E LOCK 4.Ox 6.0-4.3 1.6 0.95 A -K 0.49 4394 C 0.13 0.36 S3 RHS S.Ox10.0 Ctr 0.8 0.97 Online Plus -- Version 18.0.014 K -Sl 0.34 4113 C 0.16 0.18 G LOCK 6.Ox10.0 Ctr 1.2 0.89 RUN DATE: 20-JAN-06 S1-L 0.46 4035 C 0.10 0.36 H LOCK 7.Ox10.0-1.0 Ctr 0.93 L -B 0.79 4118 C 0.28 0.51 CSI -Size- ----Lumber---- B -C 0.45 3383 C 0.07 0.38 TC 0.82 2x 4 SP-#2 C -D 0.71 3638 C 0.16 0.55 REFER TO ROBBINS ENG. GENERAL BC 0.90 2x 4 SP-SS D -M 0.48 3703 C 0.09 0.39 NOTES AND SYMBOLS SHEET FOR EX F -H 2x 4 SP-#2 M -N 0.82 3686 C 0.27 0.55 ADDITIONAL SPECIFICATIONS. EX H -E 2x 4 SP-#2 N -S2 0.54 3895 C 0.10 0.44 CW 0.86 2x 4 SP-#3 S2-0 0.37 3985 C 0.10 0.27 NOTES: WB 0.91 2x 4 SP-#3 O -E 0.65 4209 C 0.27 0.38 Trusses Manufactured by: EX G -H 2x 4 SP-#2 --------Bottom Chords--------- East Coast Lumber PB --- 2x 4 SP-#3 A -J 0.54 3916 T 0.16 0.38 Analysis Conforms To: J -S3 0.48 3082 T 0.13 0.35 FBC2004 Brace truss as follows: S3-I 0.90 3082 T 0.13 0.77 OH Loading O.C. From To I -G 0.63 2596 T 0.22 0..41 Soffit psf 2.0 TC Cont. 0- 0- 0 SO- 0- 0 F -H 0.89 174 C 0.00 0.89 Provide connection to bearing BC Cont. 0- 0- 0 50- 0- 0 H -E 0.94 3757 T 0.31 0.63 for 324 Lbs Horiz Reaction WB 1 rows CLB on C -I ---------- Chord -Webs ---------- Design checked for LL on BC WB 1 rows CLB on D -G F -G 0.86 241 T 0.01 0.85 per BOCA (section 1606.2.3), WB 1 rows CLB on G -N G -M 0.14 445 C 0.14 0.00 IBC/IRC-2003,and FBC 2004 WB 1 rows CLB on F -M -------------Webs------------- (section 1607.1), 20.0 psf. Attach CLB with (2)-10d nails K -J 0.14 315 C Design checked for 10 paf non - at each web. J -L 0.20 441 C concurrent LL on BC. J -B 0.57 965 T Prevent truss rotation at.all Loading Live Dead (psf) B -I 0.28 876 T bearing locations. TC 20.0 15.0 C -i 0.59 1910 C 1 Br Wind Loads - ANSI / ASCE 7-02 BC 0.0 5.0 I -D 0.91 1630 T Truss is designed as a Main Total 20.0 20.0 40.0 D -G 0.49 1550 T 1 Br Wind -Force Resistance System. Spacing 24.0" G -N 0.11 379 C 1 Br Wind Speed: 120 mph Lumber Duration Factor 1.25 G -H 0.85 3757 T Mean Roof Height: 18-0 Plate Duration Factor 1.25 N -H 0.09 201 T Exposure Category: B TC Fb=1.15 Fc=1.10 Ft=1.10 H -0 0.10 350 C Occupancy Factor : 1.00 BC Fb=1.10 Fc=1.10 Ft=1.10 Building Type: Enclosed LL Defl -0.47" in J -S3 L/999 Zone location: Exterior TL Defl -0.85" in I -G L/687 TC Dead Load 7.0 psf Plus 6 Wind Load Case(s) Shear // Grain in S3-I 0.45 BC Dead Load 3.0 psf Plus 1 UBC LL Load Case(s) DL Defl -0.43" at F L/999 Max comp. force 4394 Lbs Plus 1 BC LL Load Case(s) Quality Control Factor 1.00 Plates for each ply each face. Checked for NonConcurrent 200 PLATING CONFORMS TO TPI. FABRICATOR NOTES: Lbs Moving Point Load applied REPORTS: SBCCI 9761 1. EAST COAST LUMBER 6 SUPPLY at Panel Points and Mid -panel ROBBINS ENGINEERING, INC. J.C. WEBER P.E.#17455 on BC BASED ON SP LUMBER 5285 ST. LUCIE BLVD. USING GROSS AREA TEST. FORT PIERCE FL. 34946 Jt React Uplft Size Req'd Plate - LOCK 20 Ga, Gross Area 2. !!!CAUTION!!! READ "SCSI-B1 Lbs Lbs In-Sx In-Sx Plate - RHS 20 Ga, Gross Area SUMMARY SHEET" BEFORE A 2364 559 8- 0 2-13 Jt Type Plt Size X Y JSI HANDLING , INSTALLING 6 Hz = -320 A LOCK 3.Ox 6.0 1.4 0.7 0.99 BRACING TRUSSES. E 2295 561 8- 0 2-11 A LOCK 5.Ox 6.0 4.3 1.5 0.82 3. SEE ATTACHED DETAIL SHEET Hz = 325 B LOCK 6.Ox 6.0 0.9-3.6 0.86 FOR: 1-JACK NAILS. D LOCK 6.Ox 6.0 Ctr-0.6 0.75 2-TBRACE. 3-BEARING BLOCK. Membr CSI P Lbs Axl-CSI-Bnd E LOCK 3.Ox 6.0-1.4 0.7 0.95 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 120/2006 10:47:27 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARCIT HIF l sP 500000 6 l- 2- 0 1- 2- o CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 0 HO 4-3 0 N 0 0 ry O TC 1H 19-0-0 12-8-1. 3-4-0 , 24-11-15 O I'a I 6 � 6.6 D - .1 6x6 6x6 1- 8- 0 B C 2x4 i 1 M 6, 3x6 - 6 3x8 L 3x6 12-10-3 Sl N 3x8 1-4-OA K 2x4 92 1-4-OG 2x4 4x6 0 3x6 A 5x4 3x6 J S4 I S3 1- 4- OG E W:800 3x64x8 5x12 3x8 1 6x10 R.2316 $ H II U: 559 2x4 6x10 W:800 SPL R:2254 U: 560 BCC 30-6-0 19-6-0 _.-- - 50-0-0 ALL PLATES ARE LOCK20 Scale: 0.130" = 1' Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd E LOCK 3.Ox 6.0-1.4 0.7 0.93 ----------Top Chords---------- E LOCK 5.Ox 4.0-3.3 1.1 1.00 Online Plus -- Version 18.0.014 A -K 0.69 4254 C 0.28 0.41 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.89 RUN DATE: 20-JAN-06 K -S1 0.28 3979 C 0.10 0.18 G LOCK 6.Ox10.0 Ctr 1.2 0.89 S1-L 0.32 3901 C 0.06 0.26 H LOCK 6.Ox10.0-1.0 Ctr 0.99 CSI -Size- ----Lumber---- L -B 0.58 3053 C 0.20 0.38 TC 0.69 2x 4 SP-#2 B -C 0.26 2923 C 0.05 0.21 E8 S1-B 2x 4 SP-SS C -D 0.39 3340 C 0.09 0.30 REFER TO ROBBINS ENG. GENERAL BC 0.96 2x 4 SP-#2 D -M 0.46 3595 C 0.09 0.37 NOTES AND SYMBOLS SHEET FOR E8 A -S4 2x 4 SP-SS M -N 0.66 3579 C 0.22 0.44 ADDITIONAL SPECIFICATIONS. E% S4-S3 2x 4 SP-SS N -S2 0.53 3765 C 0.09 0.44 CW 0.74 2x 4 SP-#3 S2-0 0.44 3860 C 0.17 0.27 NOTES: WB 0.84 2x 4 SP-#3 0 -E 0.60 4125 C 0.24 0.36 Trusses Manufactured by: ER G -H 2x 4 SP-#2 --------Bottom Chords--------- East Coast Lumber PB --- 2x 4 SP-#3 A -J 0.54 3794 T 0.16 0.38 Analysis Conforms To: J -S4 0.42 3482 T 0.30 0.12 FBC2004 Brace truss as follows: S4-I 0.60 3482 T 0.30 0.30 OH Loading O.C. From To I -S3 0.51 2512 T 0.21 0.30 Soffit psf 2.0 TC Cont. 0- 0- 0 50- 0- 0 S3-G 0.89 2512 T 0.42 0.47 Provide connection to bearing BC Cont. 0- 0- 0 SO- 0- 0 F -H 0.86 148 C 0.00 0.86 for 324 Lbs Horiz Reaction WS 1 rows CLB on L -I H -E 0.96 3684 T 0.31 0.65 Design checked for LL on BC WB 1 rows CLB on I -C ---------- Chord -Webs ---------- per BOCA (section 1606.2.3), WB 1 rows CLB on D -G F -G 0.74 238 T 0.01 0.73 IBC/IRC-2003,and FBC 2004 WB 1 rows CLB on G -N G -M 0.13 436 C 0.13 0.00 (section 1607.1), 20.0 psf. WB 1 rows CLB on F -M -------------Webs------------- Design or 10 psf non - Attach CLB with (2)-10d nails K -J 0.12 315 C concurrenteLLfon BC at each web. J -L 0.13 424 T Prevent truss rotation at all L -I 0.41 887 C 1 Br bearing locations. Loading Live Dead (psf) B -I 0.33 1032 T Wind Loads - ANSI / ASCE 7-02 TC 20.0 15.0 1 -C 0.61 1641 C 1 Br Truss is designed as a Main BC 0.0 5.0 I -D 0.84 1466 T Wind -Force Resistance System. Total 20.0 20.0 40.0 D -G 0.48 1523 T 1 Br Wind Speed: 120 mph Spacing 24.0" G -N 0.10 360 C 1 Br Mean Roof Height: 18-0 Lumber Duration Factor 1.25 G -H 0.76 3620 T Exposure Category: B Plate Duration Factor 1.25 N -H 0.10 183 T Occupancy Factor : 1.00 TC Fb=1.15 Fc=1.10 Ft=1.10 H -0 0.12 375 C Building Type: Enclosed BC Fb=1.10 Fc=1.10 Ft=1.10 Zone location: Exterior LL Defl -0.58" in S3-G L/999 TC Dead Load 7.0 psf TL Defl -0.93" in S3-G L/629 BC Dead Load 3.0 psf Plus 6 Wind Load Case(s) Shear // Grain in L -B 0.31 Max comp. force 4254 Lbs Plus 1 UBC LL Load Cases) DL Defl -0.50" at S3 L/999 Quality Control Factor 1.00 Plus .1 BC LL Load Case(s) Plates for each ply each face. FABRICATOR NOTES: Checked for NonConcurrent 200 PLATING CONFORMS TO TPI. 1. EAST COAST LUMBER 6 SUPPLY Lbs Moving Point Load applied REPORTS: SBCCI 9761 J.C. WEBER P.E.#17455 at Panel Points and Mid -panel ROBBINS ENGINEERING, INC. 5285 ST. LUCIE BLVD. on BC BASED ON SP LUMBER FORT PIERCE FL. 34946 USING GROSS AREA TEST. 2. 111CAUTION111 READ 11SCSI-B1 Jt React Uplft Size Req'd Plate - LOCK 20 Ga, Gross Area SUMMARY SHEET" BEFORE Lbs Lbs In-Sx In-Sx Plate - RHS 20 Ga, Gross Area HANDLING , INSTALLING 6 A 2316 559 8- 0 2-12 Jt Type Plt Size % Y JSI BRACING TRUSSES. Hz = -320 A LOCK 3.Ox 6.0 1.4 0.7 0.96 3. SEE ATTACHED DETAIL SHEET E 2255 561 8- 0 2-11 A LOCK 4.Ox 6.0 4.3 1.6 0.97 FOR: 1-JACK NAILS. Hz - 324 B LOCK 6.Ox 6.0 0.9-3.6 0.75 2-TBRACE. 3-BEARING BLOCK. D LOCK 6.Ox 6.0 Ctr-0.6 0.76 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/2012006 10:47:28 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARCI T I HI G 1 SP 500000 6 1- 2- 0 1- 2- 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 HO 4-3 0 0 0 0 N 0 Q 0 O TC;i1 21-0-0 O i2-8-110 � 24-11-15 N O ice' 6x6 D - 6x6 6x6 6 - i 8- 0 B C 2x4 3x6 M 6 L 3x10 3x6 6 12-10-3 S1 2x4 N 3x8 1-4-OA R S2 1-4-OG 2x4 4x6 O 3x6 A 4x6 3x6 Q s3 I 1-U4- o E W:800 3x6 20G-RHS-5xlO 4x8 20G-RHS 6x22 oa R:2337 F H I' U: 559 2x4 7x10 W:800 SPL R:2260 U: 560 BC, ; 30-6-0' 19-6-0 50-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.130" = 1' Robbins Engineering, Inc./Online Plus' Membr CSI P Lbs Axl-CSI-Bnd E LOCK 4.Ox 6.0-4.3 1.6 0.92 ----------Top Chords---------- Q LOCK 3.Ox 6.0-0.2 Ctr 0.57 Online Plus -- Version 18.0.014 A -R 0.67 4299 C 0.27 0.40 S3 REIS 5.0xl0.0 Ctr 0.8 0.99 RUN DATE: 20-JAN-06 R -S1 0.75 4031 C 0.28 0.47 G REIS 6.Ox22.0 Ctr 1.2 0.84 S1-L 0.76 3922 C 0.28 0.48 H LOCK 7.Ox10.0-1.0 Ctr 0.91 CSI -Size- ----Lumber---- L -B 0.59 3022 C 0.10 0.43 TC 0.76 2x 4 SP-#2 B -C 0.16 2695 C 0.10.06 BC 0.65 2x 4 SP-Ss C -D 0.32 2245 C 0.03 0.29 REFER TO ROBBINS ENG. GENERAL EX F -H 2x 4 SP-#2 D -M 0.49 3583 C 0.08 0.41 NOTES AND SYMBOLS SHEET FOR EX H -E 2x 4 SP-#2 M -N 0.72 3581 C 0.24 0.48 ADDITIONAL SPECIFICATIONS. CW 0.68 2x 4 SP-#3 N -S2 0.54 3818 C 0.09 0.45 WB 0.79 2x 4 SP-#3 S2-0 0.43 3912 C 0.17 0.26 NOTES: EX G -H 2x 4 SP-#2 O -E 0.62 4138 C 0.25 0.37 Trusses Manufactured by: PH --- 2x 4 SP-#3 --------Bottom Chords--------- East Coast Lumber A -Q 0.55 3841 T 0.16 0.39 Analysis Conforms To: Brace truss as follows: Q -S3 0.51 3285 T 0.28 0.23 FBC2004 O.C. From To S3-I 0.65 3285 T 0.28 0.37 OH Loading TC Cont. 0- 0- 0 50- 0- 0 I -G 0.60 2706 T 0.23 0.37 Soffit psf 2.0 BC Cont. 0- 0- 0 50- 0- 0 F -H 0.89 137 C 0.00 0.89 Provide connection to bearing WB 1 rows CLB on L -I H -E 0.94 3695 T 0.31 0.63 for 324 Lbs Horiz Reaction WB 1 rows CLB on I -C ----------Chord-Wabs---------- Design checked for LL on BC WB 1 rows CLB on C -G F -G 0.68 241 T 0.01 0.67 per BOCA (section 1606.2.3), WB 1 rows CLB on D -G G -M 0.12 410 C 0.12 0.00 IBC/IRC-2003,and FBC 2004 WB 1 rows CLB on G -N ------------- Webs------------- (aection 1607.1), 20.0 psf. WB 1 rows CLB on F -M R -Q 0.16 427 C Design checked for 10 psf non - Attach CLB with (2)-10d nails Q -L 0.18 592 T concurrent LL on BC. at each web. L -I 0.33 844 C 1 Br Prevent truss rotation at all I -B 0.38 1004 T bearing locations. Loading Live Dead (psf) I -C 0.09 213 C 1 Br Wind Loads - ANSI / ASCE 7-02 TC 20.0 15.0 C -G 0.65 1109 C 1 Br Truss is designed as a Main BC 0.0 5.0 D -G 0.79 2470 T 1 Br Wind -Force Resistance System. Total 20.0 20.0 40.0 G -N 0.11 403 C 1 Br Wind Speed: 120 mph Spacing 24.0" G -H 0.85 3585 T Mean Roof Height: 18-0 Lumber Duration Factor 1.25 N -H 0.06 213 T Exposure Category: B Plate Duration Factor 1.25 H -O 0.10 364 C Occupancy Factor : 1.00 TC Fb=1.15 Fc=1.10 Ft=1.10 Building Type: Enclosed BC Fb=1.10 Fc=1.10 Ft=1.10 LL Defl -0.53" in 83-I L/999 Zone location: Exterior TL Defl -0.84" in S3-I L/691 TC Dead Load 7.0 psf Shear // Grain in I -G 0.31 BC Dead Load 3.0 psf Plus 6 Wind Load Case(s) DL Defl -0.46" at S3 L/999 Max comp. force 4299 Lbs Plus 1 UBC LL Load Case(s) Quality Control Factor 1.00 Plus 1 BC LL Load Case(s) Plates for each ply each face. PLATING CONFORMS TO TPI. FABRICATOR NOTES: Checked for NonConcurrent 200 REPORTS: SBCCI 9761 1. EAST COAST LUMBER 6 SUPPLY Lba Moving Point Load applied ROBBINS ENGINEERING, INC. J.C. WEBER P.E.#17455 at Panel Points and Mid -panel BASED ON SP LUMBER 5285 ST. LUCIE BLVD. on BC USING GROSS AREA TEST. FORT PIERCE FL. 34946 Plate - LOCK 20 Ga, Gross Area 2. 111CAUTION111 READ 11SCSI-B1 Jt React Uplft Size Req'd Plate - REIS 20 Ga, Gross Area SUMMARY SHEET" BEFORE Lbs Lbs In-Sx In-Sx Jt Type Plt Size X Y JSI HANDLING INSTALLING 6 A 2338 559 8- 0 2-12 A LOCK 3.Ox 6.0 1.4 0.7 0.97 , BRACING TRUSSES. Hz = -320 A LOCK 4.Ox 6.0 4.3 1.6 1.00 3. SEE ATTACHED DETAIL SHEET E 2260 561 8- 0 2-11 B LOCK 6.Ox 6.0 0.9-3.6 0.75 FOR: 1-JACK NAILS. Hz = 324 D LOCK 6.Ox 6.0 Ctr-0.6 0.79 2-TBRACE. 3-BEARING BLOCK. E LOCK 3.Ox 6.0-1.4 0.7 0.94 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus- O 1996-2005 Version 18.0.014 Engineering • Portrait 1/202008 10:47:28 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Enghteeriitg �CARCI T H1H 1 SP 500000 6 1- 2- 0 1- 2- 0 CARCIT (Engle/Caracas Elv.1/M#3888) NO 4-3 HO 4-3 0 o C O O N O v O N O TC 23-0-0 1 ~ 1 25-8-0 6x8 6x6 B C 2x4 3x6 L A 3x10 6,- 31 3x6 13-2-3 2x4 M 3x8 1-4-OA J S2 1-4-OF 2x4 5x6 N 3x6 A 4x6 rr 3x6 I H 1- 4- 0 F D W:800 5x8 5x8 6x10 R:2366 U: 559 3PL SPL E 2x4 G 7x10 W:800 SPL R:2287 U: 560 BC' 30-6-0 1 19-6-6 50-0-0 ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.97 2x 4 SP-#2 EX S1-B 2x 4 SP-SS BC 0.99 2x 4 SP-#2 EX I -H 2x 4 SP-SS EX H -F 2x 4 SP-SS CW 0.76 2x 4 SP-#3 WB 0.50 2x 4 SP-#3 EX F -G 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- BC Cont. 0- 0- 0 50- 0- WB 1 rows CLB on K -H WB 1 rows CLB on C -F WB 1 rows CLB on E -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- ---------- Top Chords ---------- * -J 0.89 4341 C 0.34 0.55 J -31 0.97 4140 C 0.34 0.63 S1-K 0.48 4019 C 0.25 0.23 K -8 0.56 3115 C 0.19 0.37 B -C 0.48 2583 C 0.04 0.44 C -L 0.71 3680 C 0.24 0.47 L -M 0.50 3659 C 0.09 0.41 M -S2 0.51 3863 C 0.10 0.41 S2-N 0.67 3963 C 0.25 0.42 N -D 0.54 4204 C 0.23 0.31 --------Bottom Chords --------- A -I 0.99 3880 T 0.31 0.68 I -H 0.72 3240 T 0.28 0.44 H -F 0.65 2513 T 0.21 0.44 E -G 0.89 154 C 0.00 0.89 G -D 0.94 3756 T 0.31 0.63 ---------- Chord -Webs ---------- E -F 0.76 241 T 0.01 0.75 F -L 0.14 456 C 0.14 0.00 ------------- Webs ------------- J -I 0.14 452 C I -K 0.27 726 T K -H 0.30 866 C 1 Br H -B 0.47 936 T H -C 0.42 261 T C -F 0.50 1578 T 1 Br F -M 0.36 383 C F -G 0.84 3671 T M -G 0.07 230 T G -N 0.11 390 C LL Defl -0.40" in E -G L/999 TL Defl -0.79" in E -G L/737 Shear // Grain in K -B 0.34 DL Defl -0.41" at E L/999 Plus 6 Wind Load Case(s) Plates for each ply each face. Plus 1 UBC LL Load Case(s) PLATING CONFORMS TO TPI. Plus 1 BC LL Load Case(s) REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. Checked for NonConcurrent 200 BASED ON SP LUMBER Lbs Moving Point Load applied USING GROSS AREA TEST. at Panel Points and Mid -panel Plate - LOCK 20 Ga, Gross Area on BC Plate - RES 20 Ga, Gross Area Jt Type Plt Size X Y JSI Jt React Uplft Size Req'd A LOCK 3.Ox 6.0 1.4 0.7 0.98 Lbs Lbs In-Sx In-Sx A LOCK S.Ox 6.0 4.3 1.5 0.80 A 2366 559 9- 0 2-13 B LOCK 6.Ox 8.0 0.9-3.8 0.81 Hz = -331 C LOCK 6.Ox 6.0-0.4-3.8 0.80 D 2288 561 8- 0 2-11 D LOCK 3.Ox 6.0-1.4 0.7 0.95 Hz = 336 D LOCK 4.Ox 6.0-4.3 1.6 0.95 I LOCK 5.Ox 8.0 Ctr-0.5 0.88 Membr CSI P Lbs Axl-CSI-Bnd H LOCK 5.Ox 8.0 Ctr-0.5 0.88 Robbins Engineering, Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/20/2008 10:47:29 AM Page 1 F LOCK 6.Ox10.0 Ctr 1.2 0.86 G LOCK 7.0x10.0-1.0 Ctr 0.98 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Provide connection to bearing for 335 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. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4341 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. !11CAUTIONII! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARCI T T1I 1 2 SP 500000 6 1- 2- 0 1- 2- 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 HO 4-3 0 o N O o O TC I'" 23-8-0 26-4-0 N 6x6 B 3x6 2x4 J K 3x10 S1 6 3x6 13-6-3 y 3x8 2x4 S2 1-4-OA 2 1-4-OE 2x4 5x6 M 3x6 A 4x6 T 3x6 H G 1- 4- $ C W:800 5x8 5x6 -K6x10 r R:2376 U: 559 SPL SPL 2x4 F 7x10 W:800 SPL R:2294 U: 560 BC; I 30-6-0 19-6-0 --- 50-0-0 ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber TC 0.67 2x 4 SP-SS EX B -S2 2x 4 SP-#2 EX S2-C 2x 4 SP-#2 BC 0.99 2x 4 SP-#2 EX H -G 2x 4 SP-SS EX G -E 2x 4 SP-SS CW 0.77 2x 4 SP-#3 WB 0.61 2x 4 SP-#3 EX E -F 2x 4 SP42 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- BC Cont. 0- 0- 0 50- 0- WB 1 rows CLB on J -G WB 1 rows CLB on B -E WB 1 rows CLB on D -K Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 2376 559 8- 0 2-13 Hz = -339 C 2294 561 8- 0 2-11 Hz = 344 Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -i 0.49 4364 C 0.25 0.24 I -S1 0.67 4144 C 0.30 0.37 S1-J 0.50 4018 C 0.29 0.21 J -B 0.64 3135 C 0.24 0.40 B -K 0.70 3685 C 0.24 0.46 K -L 0.50 3676 C 0.09 0.41 L -S2 0.51 3867 C 0.10 0.41 S2-M 0.67 3967 C 0.25 0.42 M -C 0.54 4219 C 0.23 0.31 --------Bottom Chords --------- A -H 0.99 3902 T 0.31 0.68 H -G 0.73 3241 T 0.28 0.45 G -E 0.66 2472 T 0.21 0.45 D -F 0.89 154 C 0.00 0.89 F -C 0.94 3769 T 0.31 0.63, ----------Chord-Web a---------- D -E 0.77 241 T 0.01 0.76 E -K 0.14 452 C 0.14 0.00 -------------Webs------------- I -H 0.14 463 C H -J 0.29 732 T J -G 0.30 877 C 1 Br G -B 0.61 1212 T B -E 0.51 1602 T 1 Br E -L 0.36 382 C E -F 0.83 3684 T L -F 0.07 229 T F -M 0.11 389 C LL Defl -0.41" in G -E L/999 TL Defl -0.79" in D -F L/737 Shear // Grain in J -B 0.35 DL Defl -0.41" at D L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 3.Ox 6.0 1.4 0.7 0.99 A LOCK 5.Ox 6.0 4.3 1.5 0.81 J LOCK 3.Ox 6.0-1.0-0.5 0.53 B LOCK 6.Ox 6.0 Ctr-0.6 0.75 C LOCK 3.Ox 6.0-1.4 0.7 0.95 C LOCK 4.Ox 6.0-4.3 1.6 0.96 H LOCK 5.Ox 8.0 Ctr-0.5 0.88 G .LOCK 5.Ox 6.0 Ctr-0.5 0.98 E LOCK 6.Ox10.0 Ctr 1.2 0.86 F LOCK 7.Ox10.0-1.0 Ctr 0.98 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Provide connection to bearing for 343 Lba 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 pelf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4364 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION)!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering . Portrait 1/202006 10:47:29 AM Page 1 Job �CARCI Mark Quan Type Span P1-HI Left OH Right OH Engineering T I 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 HO 4-3 0 0 0 0 0 O N O TC I'a 23-0-0 v O ~ I 25-8-0 N O Imo' I 6x6 6x6 B C 4x6 3x6 Q 6 0 3x10 2x4 11-10-3 2x4 Sl W 3x10 N S2 3x6 4x6 S 5x4 3x8 A U Sx6 M S3 L R GG II 1- 4- 0 D W:800 3x6 20G-RHS-5xl0 3x6 4x8 S4 L R:2559 U: 559 20G-RHS-5xlO HH 2x4 8 JJ 2x4 CIO 4 10 W: 00 2x4 2x4 KLLL R:2561 2x4 2x4 5 16 U: 560 2x4 _ 32- 0- 0 D=c-5- 8- 0-.-,-! : 12- 4- 0 a= BC; 42-8-0 7-4-0 I 50-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.130" = 1' Robbins Engineering, Inc./Online Plus" S1-O 0.67 4334 C 0.32 0.35 D LOCK 5.0x 6.0-3.9 1.4 0.82 0 -B 0.60 3702 C 0.25 0.35 S3 RHS 5.Ox10.0 Ctr 0.8 0.77 Online Plus -- Version 18.0.014 B -C 0.16 2756 C 0.10 0.06 K LOCK 4.Ox 8.0 0.9 Ctr 0.76 RUN DATE: 20-JAN-06 C -Q 0.27 3088 C 0.04 0.23 S4 RHS 5.0x10.0 Ctr 0.8 0.90 Q -W 0.69 4948 C 0.36 0.32 F LOCK 5Oxl6.0 Ctr 0.7 0.99 CSI -Size- ----Lumber---- W -S2 0.35 5009 C 0.10 0.25 T LOCK 4..Ox10.0-1.5 Ctr 0.97 TC 0.68 2x 4 SP-SS S2-S 0.83 5099 C 0.38 0.45 EX B -C 2x 4 SP-#2 S -U 0.66 7359 C 0.44 0.22 EX S2-D 2x 4 SP42 U -D 0.45 4809 C 0.16 0.29 REFER TO ROBBINS ENG. GENERAL BC 0.95 2x 4 SP-#2 --------Bottom Chords--------- NOTES AND SYMBOLS SHEET FOR EX S3-S4 2x 4 SP-SS A -M 0.93 4059 T 0.31 0.62 ADDITIONAL SPECIFICATIONS. EX S4-F 2x 4 SP-SS M -S3 0.87 3443 T 0.57 0.30 CW 0.64 2x 4 SP-#3 S3-L 0.56 3443 T 0.13 0.43 NOTES: WB 0.76 2x 4 SP-#3 L -K 0.58 2725 T 0.23 0.35 Trusses Manufactured by: EX F -T 2x 4 SP42 K -S4 0.65 3489 T 0.30 0.35 East Coast Lumber PH --- 2x 4 SP-#3 S4-FF 0.70 3489 T 0.30 0.40 Analysis Conforms To: FF-F 0.97 6646 T 0.57 0.40 FBC2004 Brace truss as follows: E -T 0.31 129 T 0.01 0.30 OR Loading O.C. From To T -D 0,95 4270 T 0.71 0.24 Soffit psf 2.0 TC Cont. 0- 0- 0 50- 0- 0 ----------Chord-Webs---------- Provide connection to bearing BC Cont. 0- 0- 0 50- 0- 0 E -F 0.64 228 T 0.01 0.63 for 336 Lbs Horiz Reaction WH 1 rows CLB on L -B F -S 0.43 1366 T 0,43 0.00 Design checked for LL on BC WB 1 rows CLB on K -Q -------------Webs------------- per BOCA (section 1606.2.3), WB 1 rows CLB on FF-S N -M 0.13 464 C IBC/IRC-2003,and FBC 2004 Attach CLB with (2)-10d nails M -O 0.37 742 T (section 1607.1), 20.0 psf. at each web. O -L 0.76 841 C Design checked for 10 psf non- L -B 0.38 1203 T 1 Br concurrent LL on BC. Loading Live Dead (psf) B -K 0.33 302 T Prevent truss rotation at all TC 20.0 15.0 K -C 0.60 1160 T bearing locations. BC 0.0 5.0 K -Q 0.57 1334 C 1 Br Wind Loads - ANSI / ASCE 7-02 Total 20.0 20.0 40.0 Q -FF 0.56 1755 T Truss is designed as a Main Spacing 24.0" FF-W 0.19 444 C Wind -Force Resistance System. Lumber Duration Factor 1.25 FF-S 0.57 2192 C 1 Br Wind Speed: 120 mph Plate Duration Factor 1.25 F -U 0.76 2371 T Mean Roof Height: 18-0 TC Fb=1.15 Fc=1.10 Ft=1.10 F -T 0.82 4475 T Exposure Category: B BC Fb-1.10 Fc=1.10 Ft=1.10 T -U 0.29 1773 C Occupancy Factor : 1.00 Building Type: Enclosed LL Defl -0.84" in S4-FF L/695 Zone location: Exterior Plus 6 Wind Load Case(s) TL Defl -1.26" in S4-FF L/462 TC Dead Load 7.0 paf Plus 1 UBC LL Load Canals) Shear // Grain in S3-L 0.44 BC Dead Load 3.0 psf Plus 1 BC LL Load Case(s) DL Defl -0.62" at S4 L/936 Max comp. force 7359 Lbs Quality Control Factor 1.00 Checked for NonConcurrent 200 Slates for each ply each Pace. Lbs Moving Point Load applied PLATING CONFORMS TO TPI. FABRICATOR NOTES: at Panel Points and Mid -panel REPORTS: SBCCI 9761 1. EAST COAST LUMBER 6 SUPPLY on BC ROBBINS ENGINEERING, INC. J.C. WEBER P.E.#17455 BASED ON SP LUMBER 5295 ST. LUCIE BLVD. Jt React Uplft Size Req'd USING GROSS AREA TEST. FORT PIERCE FL. 34946 Lba Lbs In-Sx In-Sx Plate - LOCK 20 Ga, Gross Area 2. IIICAUTION1!1 READ 11SCSI-B1 A 2463 559 8- 0 2-14 Plate - RHS 20 Ga, Gross Area SUMMARY SHEET" BEFORE Hz = -331 Jt Type Plt Size X Y JSI HANDLING INSTALLING 6 D 2561 561 8- 0 3- 0 A LOCK 5.Ox 4.0 2.0 1.4 0.92 , BRACING TRUSSES. Hz = 336 A LOCK 4.Ox 6.0 3.9 1.5 0.95 3. SEE ATTACHED DETAIL SHEET B LOCK 6.Ox 6.0 0.9-3.6 0.81 FOR: 1-JACK NAILS. Mambr CSI P Lbe Axl-CSI-Bnd C LOCK 6.Ox 6.0-0.9-3.6 0.75 2-TBRACE. 3-BEARING BLOCK. ----------Top Chords---------- S LOCK 3.Ox 6.0 0.4-0.2 0.93 4. DESIGNER: LG A -N 0.56 4541 C 0.28 0.28 U LOCK 3.Ox 8.0-0.9 0.4 1.00 N -S1 0.61 4455 C 0.32 0.29 D LOCK 5.Ox 4.0-2.0 1.4 0.97 Robbins Engineering, Inc./Online Plus' 0 1996.2005 Version 18.0.014 Engineering " Portrait 1/202006 10:47:30 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engitreering 'CARCIT j 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 NO 4-3 0 0 0 N O O _TC'' ' 21-0-0 5-4-0 23-8-0 N O I 6x6 6x6 B C 3x6 3x6 P � 61 O 3x8 2x4 12-2-3 S1 2x4 V 3.12 1-4-OA N S2 3x6 1-4-OF 4x6 R Sx4 3x8 A T 5x6 17 5x4 ® M S3 L K S4 0 BB 1- 4- 0 D W:800 3x6 20G-RHS-5xlO 3x6 4x8 4x8 Y T R:2 Z U W E S 559 U: 559 AA 5x8 2x4 7x8 W:800 2x4 2x4 2x4 F R:2522 2x4 5x16 U: 560 2x4 2x4 32- 0- 0 5- 8- 0 ev- 12- 4- 0 BC 42-8-0 7-4-0 - 50-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 $CB11?: 0.131° = 1' Robbins Engineering, Inc./Online Plus- S1-O 0.80 4309 C 0.31- 0.49 T LOCK 3.Ox 8.0-0.4 0.2 0.97 0 -B 0.78 3518 C 0.25 0.53 D LOCK 5.Ox 4.0-2.0 1.4 0.95 Online Plus -- Version 18.0.014 B -C 0.35 2946 C 0.09 0.26 D LOCK 5.Ox 6.0-3.9 1.4 0.79 RUN DATE: 20-JAN-06 C -P 0.37 3290 C 0.06 0.31 S3 RHS 5.0x10.0 Ctr 0.8 0.86 P -V 0.49 5136 C 0.18 0.31 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.80 CSI -Size- ----Lumber---- V -S2 0.97 5065 C 0.46 0.51 F LOCK 5.Ox16.0 Ctr 0.7 0.98 TC 0.97 2x 4 SP-#2 S2-R 0.65 5162 C 0.33 0.32 S LOCK 7.Ox 8.0-0.5 Ctr 0.93 EX S2-D 2x 4 SP-SS R -T 0.39 7247 C 0.28 0.11 BC 0.95 2x 4 SP-#2 T -D 0.24 4726 C 0.09 0.15 EX S3-S4 2x 4 SP-SS --------Bottom Chords--------- REFER TO ROBBINS ENG. GENERAL EX S4-F 2x 4 SP-SS A -M 0.91 4039 T 0.31 0.60 NOTES AND SYMBOLS SHEET FOR CW 0.66 2x 4 SP-#3 M -S3 0.95 3489 T 0.58 0.37 ADDITIONAL SPECIFICATIONS. WB 0.75 2x 4 SP-#3 33-L 0.64 3489 T 0.14 0.50 EX F -S 2x 4 SP-#2 L -K 0.52 2850 T 0.24 0.28 NOTES: PH --- 2x 4 SP-#3 K -S4 0.59 3676 T 0.31 0.28 Trusses Manufactured by: S4-U 0.61 3676 T 0.31 0.30 East Coast Lumber Brace truss as follows: U -F 0.86 6550 T 0.56 0.30 Analysis Conforms To: O.C. From To E -S 0.31 134 T 0.01 0.30 FBC2004 TC Cont. 0- 0- 0 50- 0- 0 S -D 0.93 4193 T 0.70 0.23 OH Loading BC Cont. 0- 0- 0 50- 0- 0 ---------- Chord -Webs ---------- Soffit psf 2.0 WB 1 rows CLB on B -K E -F 0.66 227 T 0.01 0.65 Provide connection to bearing WB 1 rows CLB on K -P F -R 0.42 1310 T 0.42 0.00 for 308 Lbs Horiz Reaction WB 1 rows CLB on U -R -------------Webs------------- Design checked for LL on BC Attach CLB with (2)-10d nails N -M 0.10 406 C per BOCA (section 1606.2.3), at each web. M -0 0.22 650 T IBC/IRC-2003,and FBC 2004 0 -L 0.70 753 C (section 1607.1), 20.0 psf. Loading Live Dead (psf) L -B 0.45 1003 T Design fpsf non- TC 20.0 15.0 B -K 0.07 242 T 1 Br concurrent LL LLon BC, BC 0.0 5.0 K -C 0.40 1094 T Prevent truss rotation at all Total 20.0 20.0 40.0 K -P 0.46 1238 C 1 Br bearing locations. Spacing 24.0" P -U 0.55 1740 T Wind Loads - ANSI / ASCE 7-02 Lumber Duration Factor 1.25 U -V 0.17 400 C Truss is designed as a Main Plate Duration Factor 1.25 U -R 0.45 2093 C 1 Br Wind -Force Resistance System. TC Fb=1.15 Fc=1.10 Ft-1.10 F -T 0.75 2346 T Wind Speed: 120 mph BC Fb=1.10 Fc=1.10 Ft=1.10 F -S 0.80 4360 T Mean Roof Height: 18-0 S -T 0.27 1660 C Exposure Category: B Occupancy Factor : 1.00 Plus 6 Wind Load Case(s) LL Defl -0.66" in S4-U L/887 Building Type: Enclosed Plus 1 UBC LL Load Case(s) TL Defl -1.06" in S4-U L/549 Zone location: Exterior Plus 1 BC LL Load Case(s) Shear // Grain in S3-L 0.45 TC Dead Load 7.0 psf DL Defl -0.56" at S4 L/999 BC Dead Load 3.0 psf Checked for NonConcurrent 200 Max comp. force 7247 Lbs Lbs Moving Point Load applied Plates for each ply each face. Quality Control Factor 1.00 at Panel Points and Mid -panel PLATING CONFORMS TO TPI. on BC REPORTS: SBCCI 9761 FABRICATOR NOTES: ROBBINS ENGINEERING, INC. 1. EAST COAST LUMBER b SUPPLY Jt React Uplft Size Req'd BASED ON SP LUMBER J.C. WEBER P.E.#17455 Lbs Lbs In-Sx In-Sx USING GROSS AREA TEST. 5285 ST. LUCIE BLVD. A 2441 559 8- 0 2-14 Plate - LOCK 20 Ga, Gross Area FORT PIERCE FL. 34946 Hz = -303 Plate - RHS 20 Ga, Gross Area 2. IIICAUTION111 READ 11BCSI-B1 D 2523 561 8- 0 3- 0 Jt Type Plt Size X Y JSI SUMMARY SHEET" BEFORE Hz = 308 A LOCK 5.Ox 4.0 2.0 1.4 0.92 HANDLING , INSTALLING 6 A LOCK 4.Ox 6.0 3.9 1.5 0.94 BRACING TRUSSES. Membr CSI P Lbs Axl-CSI-Bnd B LOCK 6.Ox 6.0 0.9-3.6 0.83 3. SEE ATTACHED DETAIL SHEET ----------Top Chords---------- C LOCK 6.Ox 6.0-0.9-3.6 0.75 FOR: 1-JACK NAILS. A -N 0.75 4523 C 0.31 0.44 P LOCK 3.Ox 6.0 0.4-0.2 0.89 2-TBRACE. 3-HEARING BLOCK. N -S1 0.52 4417 C 0.13 0.39 R LOCK 3.Ox 6.0 0.4-0.2 0.90 4. DESIGNER:. LG Robbins Engineering, Inc./Online Plus^ 0 1996-2005 Version 18.0.014 Engineering - Portrait 1120200610:47:31 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARCI T HIP 1 1 SP 500000 6 1- 2- 0 1- 2- o CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 HO 4-3 0 0 N O 0 O N TC1~ 1 19-0-0 1 9-4-0 21-8-0 0 "�� 6x6 3x6 6x6 B P C i 3x6 61- 0 3x6 X 3x10 9-10-3 2x4 S1 3x6 "3x12N5x6 8 A 4x6 5x4S3 L 1- 4- 0 K Y D W:800 3x6 20G-RHS-5xlO4x8 4x8 R:2381 U: 559 S4 W BB Z 2x4 3x6 E 2x4 T 6x8 W I 800 20G-RHS-5x10 x 2x4 CC V R:2457 2x4 DD 2x4 5x16 U: 560 2x4 2x4 32- 0- 0 5- 8- 0-U=e^,---12- 4- 03 BC' 4Y-8-0 7-4-0 � 50-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.66 2x 4 SP-1112 EX C -S2 2x 4 SP-SS EX S2-D 2x 4 SP-SS BC 0.97 2x 4 SP-#2 EX S3-S4 2x 4 SP-SS EX S4-V 2x 4 SP-SS CW 0.43 2x 4 SP-113 WB 0.74 2x 4 SP-#3 EX V -T 2x 4 SP-#2 PB --- 2x 4 SP-1113 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- BC Cont. 0- 0- 0 50- 0- WB 1 rows CLB on O -L WB 1 rows CLS on L -P WB 1 rows CLB on P -K WB 1 rows CLB on K -X WB 1 rows CLB on W -S 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 (a) Plus 1 BC LL Load Case (a) 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 2381 559 8- 0 2-13 Hz -276 D 2457 561 8- 0 2-14 Hz 280 Membr CSI P Lbs Axl-CSI-Bnd Robbins Engineering, Inc./Online Plus- ---------- Top Chords ---------- * -N 0.51 4418 C 0.13 0.38 N -S1 0.52 4182 C 0.26 0.26 S1-O 0.66 4084 C 0.26 0.40 O -B 0.48 3313 C 0.07 0.41 B -P 0.26 2959 C 0.05 0.21 P -C 0.27 3085 C 0.06 0.21 C -X 0.39 3459 C 0.16 0.23 X -S2 0.92 4657 C 0.43 0.49 S2-S 0.75 4771 C 0.44 0.31 S -U 0.37 7074 C 0.27 0.10 U -D 0.24 4588 C 0.09 0.15 --------Bottom Chords --------- * -M 0.97 3944 T 0.31 0.66 M -S3 0.95 3481 T 0.28 0.67 S3-L 0.59 3481 T 0.30 0.29 L -K 0.55 3101 T 0.26 0.29 K -S4 0.53 4204 T 0.36 0.17 S4-W 0.50 4204 T 0.36 0.14 W -V 0.74 6423 T 0.55 0.19 E -T 0.31 79 T 0.01 0.30 T -D 0.89 4069 T 0.68 0.21 ---------- Chord -Webs ---------- E -V 0.39 227 T 0.00 0.39 V -S 0.43 1357 T 0.43 0.00 -------------Webs------------- N -M 0.12 375 C M -O 0.15 479 T 0 -L 0.25 740 C 1 Br L -B 0.35 1109 T L -P 0.14 332 C 1 Br P -K 0.07 168 C 1 Br K -C 0.36 1148 T K -X 0.51 1443 C 1 Br W -X 0.29 920 T W -S 0.60 2326 C 1 Br V -U 0.74 2320 T V -T 0.79 4290 T T -U 0.27 1630 C LL Defl -0.50" in W -V L/999 TL Defl -0.85" in W -V L/689 Shear // Grain in S3-L 0.45 DL Defl -0.48" at W L/999 Platen for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 3.Ox 6.0 1.4 0.7 1.00 A LOCK 5.Ox 6.0 4.3 1.5 0.83 B LOCK 6.Ox 6.0 0.9-3.6 0.75 C LOCK 6.Ox 6.0-0.9-3.6 0.75 S LOCK 3.Ox 6.0 0.4-0.2 0.93 U LOCK 3.Ox 8.0-0.4 0.2 0.96 D LOCK 5.Ox 4.0-2.0 1.4 0.93 D LOCK 4.Ox 6.0-3.9 1.5 0.95 S3 RHS 5.Ox10.0 Ctr 0.8 0.75 S4 RHS 5.Oxl0.0 Ctr 0.8 0.75 V LOCK 5.Oxl6.0 Ctr 0.7 0.96 T LOCK 6.0x 8.0-1.5 Ctr 0.99 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Mnufactured by: East Ca oast Lumber Analysis Conforms To: FSC2004 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 7074 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. IIICAUTION111 READ "SCSI-Bl SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus" 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/20/200610:47:32 AM Page 1 Job �CARCIT Mark Quan Type Span P1-H1 Left OH Right OH Engineering HIO 1 SP 500000 6 1- 2- 0 1- 2- 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 0 HO 4-3 0 N O 0 0 N TC.' 17-0-0 ! 13-4-0 i -19-8-0 O 6x6 2x4 6x6 B L C 2x4 M i 6 2x4 K 3x6 3x8 N 10-2-3 3x6 31 3x10 1-4-OA J S2 2x4 1-4-OF 5x6 O 3x6 A 4x6 T 3x6 P I S3 H S4 1- 4- OF D W:800 2x4 4x8 4x8 4x8 3x8 7x10 R:2340 E G U: 559 2x4 7x10 W:800 SPL R:2295 U: 560 BC, j 32-0-0 18-0=0 i 50-0-0 ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.65 2x 4 SP-#2 BC 0.65 2x 4 SP-SS EX E -G 2x 4 SP-#2 EX G -D 2x 4 SP-#2 CW 0.88 2x 4 SP-#3 WB 0.49 2x 4 SP-#3 EX F -G 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- BC Cont. 0- 0- 0 50- 0- WB 1 rows CLB on H -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 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case (a) Plus 1 BC LL Load Case (a) 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 2341 559 8- 0 2-12 Hz = -249 D 2296 561 8- 0 2-11 Hz = 253 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -J 0.49 4314 C 0.22 0.27 J -S1 0.34 4060 C 0.16 0.18 Robbins Engineering, Inc./Online Plus" S1-K 0.41 3982 C 0.10 0.31 K -B 0.65 4024 C 0.25 0.40 B -L 0.57 3345 C 0.07 0.50 L -C 0.58 3474 C 0.08 0.50 C -M 0.23 3891 C 0.10 0.13 M -N 0.50 3881 C 0.10 0.40 N -S2 0.64 3864 C 0.24 0.40 S2-0 0.64 3961 C 0.24 0.40 0 -D 0.45 4240 C 0.12 0.33 --------Bottom Chords --------- A -P 0.42 3850 T 0.33 0.09 P -i 0.55 3850 T 0.33 0.22 I -S3 0.48 3031 T 0.26 0.22 S3-H 0.64 3031 T 0.26 0.38 H -S4 0.65 3215 T 0.27 0.38 S4-F 0.52 3215 T 0.14 0.38 E -G 0.69 176 C 0.00 0.69 G -D 0.96 3787 T 0.32 0.64 ---------- Chord -Webs ---------- E -F 0.88 232 T 0.01 0.87 F -M 0.22 243 C 0.22 0.00 ------------- Webs ------------- P -J 0.06 216 T J -i 0.18 374 C I -K 0.18 400 C I -B 0.49 968 T B -H 0.21 661 T H -L 0.16 509 C 1 Br H -C 0.33 354 T C -F 0.40 1251 T F -N 0.19 253 C F -G 0.69 3774 T N -G 0.20 307 C G -0 0.13 381 C LL Defl -0.54" in S3-H L/999 TL Defl -0.85" in S3-H L/685 Shear // Grain in B -L 0.32 DL Defl -0.47" at S4 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 3.Ox 6.0 1.4 0.7 0.98 A LOCK 5.Ox 6.0 4.3 1.5 0.79 B LOCK 6.Ox 6.0 0.9-3.6 0.84 C LOCK 6.Ox 6.0-0.4-3.8 0.93 D LOCK 3.Ox 6.0-1.4 0.7 0.96 D LOCK 4.Ox 6.0-4.3 1.6 0.97 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.78 F LOCK 7.Ox10.0 Ctr 1.8 0.90 G LOCK 7.Ox10.0-1.0 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 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4314 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. !!!CAUTIONHI READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online PlusT" 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/20/200610:47:36 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering �CARCI T H1N 1 SP 500000 6 1- 2- 0 1- 2- 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 HO 4-3 0 O O N O O N TC I'{ 15-0-0 17-4-0 17-8-0 O 6x8 2x4 3x83x6 6x6 B H S1 L C 6 4x10 6x6 M SPL J 4xl2 9-2-3 32 2x4 1-4-OA 5x4 N 1-4-OF 3x6 3x8 A _ P 4x6 3x6 1- 4- 0 R S3 I H G Q F D W:800 1 2x4 4x8 3x6 4x8 S4 4x8 2x4 6x12 R:2268 20G-RHS-3xlO E O II U: 559 2x4 4x8 W:800 R:2242 U: 560 BCI i 43-4-6 6-8-0 50-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Robbins Engineering, Inc./Online Plus- * -B 0.66 3490 C 0.21 0.45 C LOCK 6.Ox 6.0-0.9-3.6 0.76 8 -K 0.46 3717 C 0.15 0.31 M LOCK 4.0x10.0 0.9-0.4 0.99 Online Plus -- Version 18.0.014 K -S1 0.43 3665 C 0.09 0.34 S2 LOCK 4.Ox12.0-0.1-0.2 0.93 RUN DATE: 20-JAN-06 S1-L 0.46 3665 C 0.09 0.37 P LOCK 3.Ox 8.0-0.4 0.2 0.96 L -C 0.46 3378 C 0.12 0.34 D LOCK 3.Ox 6.0-1.4 0.7 0.94 CSI -Size- ----Lumber---- C -M 0.24 3776 C 0.06 0.18 D LOCK 4.Ox 6.0-4.3 1.6 0.92 TC 0.69 2x 4 SP-SS M -S2 0.69 6679 C 0.42 0.27 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.78 EX J -B 2x 4 SP-#2 S2-N 0.69 6763 C 0.42 0.27 F LOCK 6.Oxl2.0 Ctr 1.2 0.91 EX B -S1 2x 4 SP-#2 N -P 0.32 6687 C 0.22 0.10 O LOCK 4.Ox 8.0-1.5 Ctr 0.99 EX Si-C 2x 4 SP-#2 P -D 0.20 4144 C 0.07 0.13 BC 0.05 2x 4 SP-#2 --------Bottom Chords --------- EX S3-S4 2x 4 SP-SS A -R 0.85 3668 T 0.31 0.54 REFER TO ROBBINS ENG. GENERAL EX S4-F 2x 4 SP-SS R -S3 0.82 3668 T 0.33 0.49 NOTES AND SYMBOLS SHEET FOR CW 0.78 2x 4 SP-#3 S3-I 0.34 3668 T 0.31 0.03 ADDITIONAL SPECIFICATIONS. WB 0.90 2x 4 SP-#3 I -H 0.52 3112 T 0.26 0.26 EX F -0 2x 4 SP-#2 H -S4 0.59 3681 T 0.31 0.28 NOTES: PB --- 2x 4 SP-#3 S4-G 0.54 3681 T 0.31 0.23 Trusses Manufactured by: G -Q 0.59 4257 T 0.36 0.23 East Coast Lumber Brace truss as follows: Q -F 0.50 4257 T 0.36 0.14 Analysis Conforms To: O.C. From To E -0 0.29 157 T 0.01 0.28 FBC2004 TC Cont. 0- 0- 0 50- 0- 0 0 -D 0.81 3679 T 0.61 0.20 OH Loading BC Cont. 0- 0- 0 50- 0- 0 ------ - --- Chord -Webs ---------- Soffit paf 2.0 WB 1 rows CLB on H -L E -F 0.78 229 T 0.01 0.77 Design checked for LL on BC WB 1 rows CLB on L -G F -N 0.04 285 C 0.04 0.00 per BOCA (section 1606.2.3), Attach CLB with (2)-10d nails -------------Webs------------- IBC/IRC-2003,and FBC 2004 at each web. R -J 0.08 271 T (section 1607.1), 20.0 psf. J -i 0.60 632 C Design checked for 10 paf non - Loading Live Dead (psf) i -B 0.14 438 T concurrent LL on BC. TC 20.0 15.0 B -H 0.29 919 T Prevent truss rotation at all BC 0.0 5.0 K -H 0.35 415 C bearing locations. Total 20.0 20.0 40.0 H -L 0.03 121 C 1 Br Wind Loads - ANSI / ASCE 7-02 Spacing 24.0" L -G 0.18 505 C 1 Br Truss is designed as a Main Lumber Duration Factor 1.25 G -C 0.41 1297 T Wind -Force Resistance System. Plate Duration Factor 1.25 G -M 0.90 1110 C Wind Speed: 120 mph TC Fb-1.15 Fc=1.10 Ft=1.10 Q -M 0.08 269 T Mean Roof Height: 18-0 BC Fb=1.10 Fc=1.10 Ft=1.10 M -F 0.75 2338 T Exposure Category: B F -P 0.75 2344 T Occupancy Factor : 1.00 F -0 0.71 3871 T Building Type: Enclosed Plus 6 Wind Load Case(s) 0 -P 0.27 1679 C Zone location: Exterior Plus 1 UBC LL Load Case(s) TC Dead Load 7.0 psf Plus 1 BC LL Load Case(s) LL Defl-0.671, in H -S4 L/873 BC Dead Load 3.0 psf TL Defl -1.11" in H -S4 L/526 Max comp. force 6763 Lbs Checked for NonConcurrent 200 Shear // Grain in S4-G 0.45 Quality Control Factor 1.00 Lbs Moving Point Load applied DL Defl -0.64" at S4 L/912 at Panel Points and Mid -panel FABRICATOR NOTES: on BC Plates for each ply each face. 1. EAST COAST LUMBER 6 SUPPLY PLATING CONFORMS TO TPI. J.C. WEBER P.E.#17455 Jt React Uplft Size Req'd REPORTS: SBCCI 9761 5285 ST. LUCIE BLVD. Lbs Lbs In-Sx In-Sx ROBBINS ENGINEERING, INC. FORT PIERCE FL. 34946 A 2269 559 8- 0 2-11 BASED ON SP LUMBER 2. 1IICAUTION111 READ 11SCSI-B1 Hz = -221 USING GROSS AREA TEST. SUMMARY SHEET" BEFORE D 2242 561 8- 0 2-10 Plate - LOCK 20 Ga, Gross Area HANDLING , INSTALLING 6 Hz = 225 Plate - RHS 20 Ga, Gross Area BRACING TRUSSES. Jt Type Plt Size X Y JSI 3. SEE ATTACHED DETAIL SHEET Membr CSI P Lbs Axl-CSI-Bnd A LOCK 3.Ox 6.0 1.4 0.7 0.93 FOR: 1-JACK NAILS. ----------Top Chords---------- A LOCK 5.Ox 4.0 3.3 1.1 0.98 2-TBRACE. 3-BEARING BLOCK. A -J 0.64 4100 C 0.30 0.34 B LOCK 6.Ox 8.0 0.9-3.8 0.75 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus*" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/20/2006 10:47:35 AM Page 1 -. Job Mark Quart Type Span P1-H1 Left OH Right OH Engineering CARCIT HIM 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 0 HO 4-3 0 0 N O O N O TC "� _ _ 13-0-0 21-4-0 i 15-8-0 '" t 6x6 3x6 3x102x4 6x8 B 0 S1 P C -- 3x10 6, S2 8-2-3 2x4 3x8 N Q 1-4-OA ZT, 3x6 1-4-OJ 4x6 R 2-4-01 2-4-OH 3x6 3x8 1-4-OG A - T 5x4 1-4-OF 1- 0- 0 K 3x6 m M S3 L I I 3x6 1- 4- OG F D W:800 3x6 20G-RHS-5xlO 7x8 6x10 2x4 7x16 R:2241 E 3 i U: 559 2x4 H 2x4 4x8 W:800 5x16 R:2195 U: 560 HC, 26-10-0 1 13-8-0 12-10-0 6-8-0 i -. 50-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Robbins Engineering, Inc./Online Plus- 0 -S1 0.59 4777 C 0.16 0.43 C LOCK 6.Ox 8.0-0.9-3.8 0.78 Sl-P 0.41 4777 C 0.09 0.32 Q LOCK 3.Ox 8.0 0.4-0.2 0.98 Online Plus -- Version 18.0.014 P -C 0.85 4794 C 0.34 0.51 D LOCK 3.Ox 6.0-1.4 0.7 0.92 'RUN DATE: 20-JAN-06 C -S2 0.89 4628 C 0.37 0.52 D LOCK 5.0x 4.0-3.3 1.1 0.96 S2-Q 0.60 4725 C 0.38 0.22 S3 RHS 5.Ox10.0 Ctr 0.8 1.00 CSI -Size- ----Lumber---- Q -R 0.53 7329 C 0.42 0.11 L LOCK 7.Ox 8.0 1.0 Ctr 0.98 TC 0.89 2x 4 SP-#2 R -T 0.54 6518 C 0.33 0.21 I LOCK 6.Ox10.0 Ctr 1.2 0.90 EX Si-C 2x 4 SP-SS T -D 0.34 4049 C 0.11 0.23 H LOCK 5.Oxl6.0 Ctr 0.8 0.99 BC 0.95 2x 4 SP-#2 --------Bottom Chords--------- F LOCK 7.Oxl6.0 Ctr 1.8 0.89 EX S3-J 2x 4 SP-SS A -M 0.93 3694 T 0.62 0.31 S LOCK 4.Ox 8.0-1.5 Ctr 0.97 EX I -H 2x 4 SP-SS M -S3 0.95 3144 T 0.52 0.43 CW 0.88 2x 4 SP-#3 S3-L 0.52 3144 T 0.27 0.25 WH 0.72 2x 4 SP-#3 L -J 0.35 144 T 0.00 0.35 REFER TO ROBBINS ENG. GENERAL EX L -I 2x 4 SP-#2 I -K 0.48 4149 T 0.35 0.13 NOTES AND SYMBOLS SHEET FOR EX H -F 2x 4 SP-SS K -H 0.72 6603 T 0.57 0.15 ADDITIONAL SPECIFICATIONS. EX F -S 2x 4 SP-#2 G -F 0.28 237 T 0.02 0.26 PB --- 2x 4 SP-#3 E -S 0.29 143 T 0.01 0.28 NOTES: S -D 0.81 3596 T 0.60 0.21 Trusses Manufactured by: Brace truss as follows: ----------Chord-Webs---------- East Coast Lumber O.C. From To J -I 0.53 228 T 0.00 0.53 Analysis Conforms To: TC Cont. 0- 0- 0 50- 0- 0 I -P 0.27 550 C 0.27 0.00 FBC2004 BC Cont. 0- 0- 0 50- 0- 0 G -H 0.88 234 T 0.01 0.87 OH Loading WB 1 rows CLB on K -Q H -Q 0.57 1793 T 0.57 0.00' Soffit psf 2.0 Attach CLB with (2)-10d nails E -F 0.71 230 T 0.01 0.70 Design checked for LL on BC at each web. F -R 0.13 780 C 0.13 0.00 per BOCA (section 1606.2.3), -------------Webs------------- IBC/IRC-2003,and FBC 2004 Loading Live Dead (psf) N -M 0.10 395 C (section 1607.1), 20.0 psf. TC 20.0 15.0 M -B 0.20 624 T Design checked for 10 psf non - BC 0.0 5.0 B -L 0.33 1050 T concurrent LL on BC. Total 20.0 20.0 40.0 L -0 0.70 1087 C Prevent truss rotation at all Spacing 24.0" L -I 0.72 3904 T bearing locations. Lumber Duration Factor 1.25 O -I 0.31 978 T Wind Loads - ANSI / ASCE 7-02 Plate Duration Factor 1.25 I -C 0.25 798 T Truss is designed as a Main TC Fb=1.15 Fc=1.10 Ft=1.10 K -C 0.35 1108 T Wind -Force Resistance System. BC Fb=1.10 Fc=1.10 Ft=1.10 K -Q 0.59 2592 C 1 Br Wind Speed: 120 mph H -R 0.23 732 T Mean Roof Height: 18-0 H -F 0.56 5976 T Exposure Category: B Plus 6 Wind Load Case(s) F -T 0.72 2268 T Occupancy Factor : 1.00 Plus 1 UBC LL Load Case(s) F -S 0.70 3795 T Building Type: Enclosed Plus 1 BC LL Load Case(s) S -T 0.27 1651 C Zone location: Exterior TC Dead Load 7.0 psf Checked for NonConcurrent 200 LL Defl -0.67" in S3-L L/872 BC Dead Load 3.0 psf Lbs Moving Point Load applied TL Defl -1.18" in I -K L/494 Max comp. force 7329 Lbs at Panel Points and Mid -panel Shear // Grain in P -C 0.38 Quality Control Factor 1.00 on BC DL Defl -0.76" at J L/772' FABRICATOR NOTES: Jt React Uplft Size Req'd Plates for each ply each face. 1. EAST COAST LUMBER 6 SUPPLY Lbs Lbs In-Sx In-Sx PLATING CONFORMS TO TPI. J.C. WEBER P.E.#17455 A 2242 559 8- 0 2-10 REPORTS: SBCCI 9761 5285 ST. LUCIE BLVD. Hz = -193 ROBBINS ENGINEERING, INC. FORT PIERCE FL. 34946 D 2196 561 8- 0 2- 9 BASED ON SP LUMBER 2. IIICAUTIONIII READ 11SCSI-B1 Hz = 198 USING GROSS AREA TEST. SUMMARY SHEET" BEFORE Plate - LOCK 20 Ga, Gross Area HANDLING , INSTALLING 6 Membr CSI P Lba Axl-CSI-Bnd Plate - RHS 20 Ga, Gross Area BRACING TRUSSES. ----------Top Chords---------- Jt Type Plt Size X Y JSI 3. SEE ATTACHED DETAIL SHEET A -N 0.51 4136 C 0.12 0.39 A LOCK 3.Ox 6.0 1.4 0.7 0.93 FOR: 1-JACK NAILS. N -B 0.80 3903 C 0.26 0.54 A LOCK 4.Ox 6.0 4.3 1.6 0.92 2-TBRACE. 3-BEARING BLOCK. 8 -0 0.58 3859 C 0.19 0:39 B LOCK 6.Ox 6.0 0.9-3.6 0.78 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus'- 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/202006 10:47:35 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering �CARCI T HIL 1 SP 500000 6 1- 2- 0 1- 2- 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 HO 4-3 0 0 0 0 N O TC "i 11-0-0 25-4-0 1 13-8-0 N O I~ 6x6 4x6 3x6 3x8 2x4 3x6 6x6 B Y AA S1 P Q C 2xa 2A43x8 7-2-3 6 N S2 3x6 1-4-OA zo S 1-4-OJ 3x6 2-4-0I 4x6 W 2-4-0H A 1-4-0G 1- 0- R T 4x6 1-4-0F U S3 L Z I T 3x6 1- 4- O G F D 3x6 3x8 3x6 4x10 6x10 T if 2x4 6x12 ® J E 2x4 V 3x6 W:800 W:800 2x4 6x10 R: 322 R:3110 II U: 364 U: 788 W:800 R:1203 U: 325 14-11-5 1 11-10-11 13-8-0 12-10-0 6-8-0 - 50-0-0 - ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.72 2x 4 SP-#2 BC 0.89 2x 4 SP-1112 CW 0.51 2x 4 SP-#3 WB 0.91 2x 4 SP-113 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 Loading Live Dead (pef) 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 4 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 A 322 364G 8- 0 1- 0 Hz = -166 L 3110 788 8- 0 3- 8 D 1203 326 8- 0 1- 7 Hz = 170 G = Gravity Uplift Robbins Engineering, Inc./Online Plus, S2-S 0.18 3113 C 0.07 0.11 S -W 0.17 3003 C 0.07 0.10 W -D 0.14 2007 C 0.02 0.12 --------Bottom Chords --------- * -U 0.52 980 C 0.00 0.52 U -S3 0.56 1226 C 0.00 0.56 S3-L 0.89 1226 C 0.00 0.89 L -Z 0.45 1917 C 0.01 0.44 Z -J 0.47 140 C 0.00 0.47 I -K 0.56 1492 T 0.15 0.41 K -H 0.61 1640 T 0.17 0.44 G -F 0.24 96 T 0.00 0.24 E -V 0.26 72 T 0.00 0.26 V -D 0.37 1785 T 0.17 0.20 ---------- Chord -Webs ---------- J -I 0.51 224 T 0.00 0.51 I -P 0.13 365 C 0.13 0.00 G -H 0.36 225 T 0.01 0.35 H -R 0.03 198 C 0.03 0.00 E -F 0.35 221 T 0.00 0.35 F -S 0.04 275 C 0.04 0.00 ------------- Webs ------------- N -U 0.07 361 C U -B 0.19 622 T B -L 0.91 1364 C L -Y 0.86 1887 C Y -Z 0.68 2135 T Z -AA 0.62 1350 C Z -I 0.18 36.6 C AA -I 0.48 1507 T I -Q 0.52 838 C Q -K 0.08 269 T K -C 0.05 131 C C -H 0.52 1627 T H -S 0.04 135 C H -F 0.88 2769 T F -W 0.29 915 T F -V 0.60 1883 T V -W 0.13 791 C LL Defl -0.20" in K -H L/999 TL Defl -0.40" in K -H L/999 Shear // Grain in S3-L 0.43 DL Defl -0.28" at G L/592 Plates for each ply each face. Membr CSI P Lbs Axl-CSI-Bnd PLATING CONFORMS TO TPI. ----------Top Chords---------- REPORTS: SBCCI 9761 A -N 0.48 1108 T 0.13 0.35 ROBBINS ENGINEERING, INC. N -B 0.47 1159 T 0.12 0.35 BASED ON SP LUMBER B -Y 0.72 1917 T 0.32 0.40 USING GROSS AREA TEST. Y -AA 0.46 363 T 0.06 0.40 Plate - LOCK 20 Ga, Gross Area AA-S1 0.38 891 C 0.00 0.38 Plate - RHS 20 Ga, Gross Area S1-P 0.28 891 C 0.00 0.28 Jt Type Plt Size R Y JSI P -Q 0.28 894 C 0.00 0.28 A LOCK 4.Ox 6.0 Ctr 0.1 0.81 Q -C 0.29 1579 C 0.01 0.28 B LOCK 6.Ox 6.0 0.9-3.6 0.75 C -R 0.40 3096 C 0.06 0.34 Y LOCK 4.Ox 6.0 0.5 Ctr 0.95 R -S2 0.17 3068 C 0.07 0.10 C LOCK 6.0x'6.0-0.4-3.8 0.80 D LOCK 4.Ox 6.0 Ctr 0.1 0.81 I LOCK 6.0x10.0 Ctr 1.2 0.13 K LOCK 3.Ox 6.0 0.3 Ctr 0.58 H LOCK 6.0x10.0 Ctr 1.3 0.91 F LOCK 6.Oxl2.0 Ctr 1.3 1.00 V LOCK 3.Ox 6.0-0.5 Ctr 0.97 REFER TO ROBBINS ENG. Gw.MRAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit paf 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 pef BC Dead Load 3.0 paf Unbalanced Loads Checked Load Factors = 1.00 and 0.00 Max comp. force 3113 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTIONI(! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus' 0 1998.2005 Version 18.0.014 Engineering -Portrait 1r102006 10:47:34 AM Pagel Job Mark Quan Type Span P1-El Left OH Right OH Engitreering CARCIT HIK 1 1 SP 500000 6 1- 2- 0 1- 2- 0 I CARCIT (Engle/Caracas Elv.1/M#3888) Ho 4-3 HO 4-3 O 0 O N O 0 N O TC t" 9-0-0 i 29-4-0 1 11-8-0 1''1 I 6x8 3x6 3x8 3x6 2x4 3x6 6x6 6 B CC S1 DD Q R C 2x4 6-2-3 2x4 S 3x6 N 898qq ysyy T a-�d 4x6 3x6 A T Z 1- 0- 0 K T+ 4x6 M S2 AA BH I T 3x6 1- 4- OG F D 3x6 3x8 3x6 4x8 6x10 2x4 Sx12 a ICI m J H E 2x4 Y 3x6 W:400 W:800 W:800 2x4 6x10 R: 621 R: 783 R:1996 I U: 167 U: 177 U: 524 W:800 R: 920 U: 250 BC; 16-6-8 1 10-3-8 f 13-8-0 2-10-0 6-8-0 I , 50-0-0 ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- TC 0.95 2x 4 SP-#2 BC 0.69 2x 4 SP-#2 CW 0.58 2x 4 SP-#3 WB 0.59 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- BC Cont. 0- 0- 0 50- 0- WB 1 rows CLB on B -AA WB 1 rows CLB on CC -BB WB 1 rows CLB on I -R Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 4 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx in-Sx A 622 168 4- 0 1- 0 Hz = -138 AA 784 177 8- 0 1- 0 BB 1997 525 8- 0 2- 4 D 921 250 8- 0 1- 1 Hz = 142 Robbins Engineering, Inc./Online Plus- DD-Q 0.53 724 T 0.06 0.47 Q -R 0.58 721 T 0.12 0.46 R -C 0.46 771 C 0.00 0.46 C -S 0.34 '1851 C 0.02 0.32 S -T 0.15 1891 C 0.02 0.13 T -Z 0.10 2006 C 0.07 0.03 Z -D 0.10 1426 C 0.01 0.09 --------Bottom Chords --------- * -M 0.69 650 T 0.07 0.62 M -S2 0.53 348 T 0.03 0.50 S2-AA 0.64 348 T 0.03 0.61 AA -BB 0.51 512 C 0.00 0.51 BB-J 0.39 157 C 0.00 0.39 I -K 0.49 658 T 0.07 0.42 K -H 0.56 1157 T 0.13 0.43 G -F 0.23 89 C 0.00 0.23 E -Y 0.25 49 T 0.00 0.25 Y -D 0.34 1270 T 0.13 0.21 ---------- Chord -Webs ---------- J -i 0.58 196 T 0.00 0.58 I -Q 0.07 310 C 0.07 0.00 G -H 0.33 222 T 0.00 0.33 H -S 0.01 58 T 0.01 0.00 E -F 0.24 218 T 0.07 0.17 F -T 0.02 133 C 0.02 0.00 ------------- Webs ------------- N -M 0.13 336 C M -B 0.11 347 T B -AA 0.29 958 C 1 Br AA -CC 0.08 254 C CC -BB 0.28 896 C 1 Br BB-DD 0.33 1024 C BB -I 0.24 1274 C DD-I 0.28 896 T I -R 0.35 1595 C 1 Br R -K 0.12 418 T K -C 0.24 479 C C -H 0.30 942 T H -T 0.04 238 C H -F 0.59 1866 T F -Z 0.17 534 T F -Y 0.43 1343 T Y -Z 0.09 547 C LL Defl 0.14" in A -M L/999 TL Defl 0.09" in AA -BB L/874 Shear // Grain in S2-AA 0.43 DL Defl -0.14" at G L/999 Plates for each ply each face. Membr CSI P Lbs Axl-CSI-Bnd PLATING CONFORMS TO TPI. ----------Top Chords---------- REPORTS: SBCCI 9761 A -N 0.34 717 C 0.00 0.34 ROBBINS ENGINEERING, INC. N -B 0.29 391 C 0.00 0.29 BASED ON SP LUMBER B -CC 0.83 512 T 0.08 0.75 USING GROSS AREA TEST. CC-S1 0.95 1231 T 0.20 0.75 Plate - LOCK 20 Ga, Gross Area S1-DD 0.59 1231 T 0.20 0.39 Plate - RHS 20 Get, Gross Area Robbins Engineering, Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/20/200610:47:33 AM Page 1 Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.81 B LOCK 6.Ox 8.0 0.9-3.8 0.81 C LOCK 6.Ox 6.0-0.9-3.6=0.75 D LOCK 4.Ox 6.0 Ctr 0.1 0.81 I LOCK 6.Ox10.0 Ctr 1.2 0.81 H LOCK 6.0x10.0 Ctr 1.3 0.81 F LOCK 5.Oxl2.0 Ctr 0.8 0.92 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Unbalanced Loads Checked Load Factors = 1.00 and 0.00 Max comp. force 2006 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: LG Job Mark Quan Type Span P1-HI Left OH Right OH Engineering CARCI T HIJ 1 1 SP 500000 6 1- 2- 0 1- 2- o CARCIT (Engle/Caracas Elv.1/M#3888) NO 4-3 0 o HO 4-3 O O N O TC ''i 7-0-0 33-4-0 N O i 9-8-0 3x8 3x6 6x8 3x6 S15x6 4x6 2x4 4x8 4x12 2x4 6x12 CC 6, B W X Y P S2 FF Q C - 2x4 2x4 5-2-3 T g 3x6 T AA 1- 0- �E K _ 4x6 M V U S Z 1 2x 4 4x1(j- 4- F D 3x6 3x6 S3 4x6 4.12 6x10 -� 2x4 6x10 p 3x8 J E Z w:400 w:8o0 2x a Sx2 2x4 1 3x8 R:1695 R:5798 DD 1 U: 401 U:1540 7x9 W:800 R:1664 U: 430 BC 26-10-0 13-8-0 2-10-0 6-8-0 _ 50-0-0 i ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Robbins Engineering, Inc./Online Plus- S 5799 1541 8- 0 6- 9 Z -AA 0.20 1210 C D 1665 431 8- 0 1-15 Online Plus -- Version 18.0.014 Hz = 117 LL Dofl -0.24" in K -H L/999 RUN DATE: 20-JAN-06 TL Defl -0.45" in K -H L/669 Membr CSI P Lba Axl-CSI-End Shear // Grain in B -W 0.65 CSI -Size- ----Lumber---- ----------Top Chords---------- DL Defl -0.30" at G L/933 TC 0.85 2x 4 SP-SS A -T 0.33 3021 C 0.07 0.26 EX A -B 2x 4 SP-#2 T -B 0.43 2871 C 0.06 0.37 Platos for each ply each face. EX C -D 2x 4 SP-#2 B -W 0.52 2547 C 0.03 0.49 PLATING CONFORMS TO TPI. BC 0.86 2x 4 SP-#2 W -S1 0.54 1412 T 0.04 0.50 REPORTS: SBCCI 9761 EX G -F 2x 6 SP-#2 Sl-X 0.50 1412 T 0.04 0.46 ROBBINS ENGINEERING, INC. CW 0.58 2x 4 SP-#3 X -Y 0.85 4136 T 0.39 0.46 BASED ON SP LUMBER EX E -R 2x 4 SP-112 Y -P 0.67 2960 T 0.28 0.39 USING GROSS AREA TEST. WB 0.96 2x 4 SP-#3 P -S2 0.51 2963 T 0.28 0.23 Plate - LOCK 20 Ga, Gross Area EX S -Y 2x 6 SP-#2 S2-FF 0.58 2963 T 0.28 0.30 Plate - RHS 20 Ga, Gross Area EX H -DD 2x 4 SP-#2 FF-Q 0.34 3268 C 0.04 0.30 Jt Type Plt Size X Y JSI Q -C 0.31 3266 C 0.04 0.27 A LOCK S.Ox 6.0 1.4 0.6 0.88 Brace truss as follows: C -CC 0.28 4421 C 0.17 0.11 B LOCK 6.Ox 8.0 0.9-3.8 0.80 O.C. From To CC-R 0.30 4538 C 0.16 0.14 S2 LOCK 4.Ox 8.0 Ctr-0.2 0.77 TC Cont. 0- 0- 0 50- 0- 0 R -AA 0.46 4703 C 0.21 0.25 C LOCK 6.Oxl2.0-1.0-4.3 0.98 BC Cont. 0- 0- 0 50- 0- 0 AA-D 0.27 2961 C 0.07 0.20 D LOCK 4.Ox 6.0 Ctr 0.1 0.98 WB 1 rows CLB on W -U --------Bottom Chords--------- I LOCK 6.Ox10.0 Ctr 1.2 0.79 WB 1 rows CLB on X -S A -M 0.73 2673 T 0.24 0.49 K LOCK 4.Ox10.0-0.5 Ctr 0.91 WB 1 rows CLB on I -FF M -V 0.70 2581 T 0.23 0.47 H LOCK 5.Oxl2.0 Ctr 0.9 0.93 Attach CLB with (2)-10d nails V -S3 0.59 2547 T 0.47 0.12 DD LOCK 7.Ox 8.0-1.0-0.7 0.91 at each web. S3-U 0.65 2547 T 0.20 0.45 F LOCK 6.Ox10.0 Ctr 0.3 0.86 U -S 0.41 1412 C 0.00 0.41 Z LOCK 3.Ox 8.0-1.5 Ctr 0.97 Loading Live Dead (psf) S -J 0.40 158 C 0.00 0.40 TC 20.0 15.0 I -ME 0.51 1258 T 0.09 0.42 BC 0.0 5.0 EE-K 0.47 1258 T 0.09 0.38 REFER TO ROBBINS ENG. GENERAL Total 20.0 20.0 40.0 K -H 0.86 3885 T 0.71 0.15 NOTES AND SYMBOLS SHEET FOR Spacing 24.0" G -DD 0.11 137 T 0.00 0.11 ADDITIONAL SPECIFICATIONS. Lumber Duration Factor 1.25 DD-F 0.93 4165 T 0.55 0.38 Plate Duration Factor 1.25 E -Z 0.31 228 T 0.02 0.29 NOTES: TC Fb=1.00 Fc-1.00 Ft-1.00 Z -D 0.63 2633 T 0.48 0.15 Trusses Manufactured by: BC Fb=1.00 Fc=1.00 Ft-1.00 ----------Chord-Webs---------- East Coast Lumber J -I 0.58 199 T 0.00 0.58 Analysis Conforms To: Load Case # 1 Standard Loading I -P 0.11 591 C 0.11 0.00 FBC2004 Lumber Duration Factor 1.25 H -C 0.55 1736 T 0.55 0.00 OR Loading Plate Duration Factor 1.25 G -H 0.46 222 T 0.00 0.46 Soffit paf 2.0 plf - Live Dead From To E -F 0.67 225 T 0.00 0.67 Design checked for LL on BC TC V 40 30 0.0' 50.0' F -R 0.03 189 T 0.03 0.00 per BOCA (section 1606.2.3), BC V 0 10 0.0' 50.01 -------------Webs------------- IBC/IRC-2003,and FBC 2004 TC V 50 38 8.0' 42.0' T -M 0.02 110 C f. pno BC V 0 13 8.0' 42.0' M -B 0.16 616 T Design chocked Design checked for 10 psf non - ked for 0pe BC V 200 200 7.0' CL-LB B -V 0.41 680 C concurrent LL on BC. TC V 150 150 7.0' CL-LB V -W 0.15 537 T Prevent truss rotation at all BC V 278 278 43.0' CL-LB W -U 0.55 2516 C 1 Br bearing locations. U -X 0.46 1449 T Wind Loads - ANSI / ASCE 7-02 X -S 0.96 4402 C 1 Br Trues in designed as a Main Plus 6 Wind Load Case(s) S -Y 0.20 1826 C Wind -Force Resistance System. Plus 4 Unbalanced Load Cases 3 -I 0.80 4258 C Wind Speed: 120 mph Plus 1 UBC LL Load Case(s) Y -I 0.60 1885 T Mean Roof Height: 18-0 I -FF 0.78 4195 C 1 Br Exposure Category: B Checked for NonConcurrent 200 EE-FF 0.08 278 T Occupancy Factor : 1.00 Lbs Moving Point Load applied FF-K 0.79 2471 T Building e: Enclosed at Panel Pointe and Mid -panel K -Q 0.12 721 C Zone location: Exterior on BC K -C 0.35 834 C TC Dead Load 7.0 paf H -CC 0.05 333 C BC Dead Load 3.0 psf Jt React Uplft Size Req'd H -DD 0.79 4322 T Unbalanced Loads Chocked Lba Lbs In-Sx In-Sx DD-CC 0.03 206 C Load Factors = 1.00 and 0.00 A 1695 401 4- 0 2- 0 F -AA 0.50 1578 T Max comp. force 4703 Lbs Hz = -110 F -Z 0.85 2674 T Quality Control Factor 1.00 Robbins Engineering. Inc./Online PIUSTM O 1996-2005 Version 18.0.014 Engineering - Portrait 1/20/2006 10:47:32 AM Page 1 of 2 Job CARCI T Mark HIJ Quan Type Span P1-H1 Left OH Right OH 1 SP 500000 6 1- 2- 0 1- 2- 0 Engineerir:g Cont. CARCIT (Engle/Caracas Elv.1/M#3888) FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WESER P.E.#17455 5285 ST. LUCIE BLVD. PORT PIERCE FL. 34946 2. ! I ICAUTIONI I I READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 120/2006 10:47:32 AM Page 2 of 2 Job CARCI T Mark M6D Quan 1 Type Span Pl-H1 MONO 70308 6 Left OH Right OH 1- 2- 0 0 Engineering CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 HO 3-11715 T1-2-0 1 7-3-8 1 6x6 i i B I I 6! 2x4 E 3-11-15 D f, 2x4 3x6 ' A 0 HGR ® R: 351 U: 30 130 C 2x4 W:800 R: 367 U: 51 BC 6-10-0 15-8 7-3-8 ALL PLATES ARE LOCK20 Scale: 0.457" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.27 2x 4 SP-#2 BC 0.51 2x 4 SP-#2 WB 0.09 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 3- 8 BC Cont. 0- 0- 0 7- 3- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent' 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus"' Hz = 94 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -E 0.27 283 C 0.00 0.27 E -B 0.15 48 C 0.00 0.15 B -B 0.02 9 C 0.00 0.02 --------Bottom Chords --------- A -C 0.51 267 T 0.03 0.48 ------------- Webs ------------- E -C 0.07 301 C C -D 0.09 293 T WindLd D -B 0.03 137 C WindLd LL Defl -0.05" in A -C L/999 TL Defl -0.08" in A -C L/918 Shear // Grain in A -C 0.29 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gal, Gross Area Jt Type Plt Size X Y JSI B LOCK 6.Ox 6.0-0.2 0.4 0.40 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx NOTES: A 367 51 8- 0 1- 0 Trusses Manufactured by: Hz = 150 East Coast Lumber D 351 130 3- 8 1- 0 Analysis Conforms To: Robbins Engineering, Inc./Online PIUSTM 0 1996-2005 Version 18.0.014 Engineering . Portrait V20/2006 10:47:51 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. Max gap between edge of brg and end vertical is 1/2". Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 301 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. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering CARCI T H6C 1 1 MONO 70308 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 Ho 3-11-15 TCI 1-2-0 7-3-8 1 i ,a m 6x6 B 3-8-3 -�I U: W:800 R: 367 U: 51 C O 2x4 1 130 BC I I 6-10-0 15-81 E 7-3-8 Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.27 2x 4 SP-#2 BC 0.51 2x 4 SP-#2 WB 0.09 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 3- 8 BC Cont. 0- 0- 0 7- 3- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Cases) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC ALL PLATES ARE L0CR20 Robbins Engineering, Inc./Online Plus - Hz = 94 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -E 0.27 283 C 0.00 0.27 E -B 0.15 48 C 0.00 0.15 B -B 0.02 9 C 0.00 0.02 --------Bottom Chords --------- A -C 0.51 267 T 0.03 0.48 ------------- Webs ------------- E -C 0.07 301 C C -D 0.09 293 T WindLd D -B 0.03 1�7 C WindLd LL Defl -0.05" in A -C L/999 TL Defl -0.08" in A -C L/918 Shear // Grain in A -C 0.29 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI B LOCK 6.Ox 6.0-0.2 0.4 0.40 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx NOTES: A 367 51 8- 0 1- 0 Trusses Manufactured by: Hz = 150 East Coast Lumber D 351 130 3- 8 1- 0 Analysis Conforms To: Robbins Engineering, Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering . Portrait U202008 10:47:50 AM Page 1 Scale: 0.403" = 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. Max gap between edge of brg and end vertical is 1/2". Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp, force 301 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: RCP 5. SIMPSON HANGER @ JT.D. Job Mark Quan Type Span Pl-H1 Left OH Right OH E;rgineering CARCI T H6B 1 1 HHIP 70308 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 HO 2-8-3 TCI 1-2-0 4-8-0 2-7-8 4x4 6x6 T B C e 6j �A 2-8-3 T P 3x6 1. t 2x4 A A t O 351 U: 105 � ' D i 2x4 i W:800 R: 367 U: 76 BC 6-10-0 7-3-8 ALL PLATES ARE LOCK20 Scale: 0.593" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.30 2x 4 SP-#2 BC 0.53 2x 4 SP-#2 WB 0.10 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 3- 8 BC Cont. 0- 0- 0 7- 3- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus - Hz = 61 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.30 170 C 0.00 0.30 B -C 0.08 32 T 0.00 0.08 C -C 0.02 0 T 0.00 0.02 --------Bottom Chords --------- A -D 0.53 158 T 0.01 0.52 ------------- Webs ------------- B -D 0.04 237 C D -F 0.10 313 T WindLd F -C 0.01 92 C WindLd LL Defl -0.06" in A -D L/999 TL Defl -0.10" in A -D L/747 Shear // Grain in A -D 0.30 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI C LOCK 6.Ox 6.0 Ctr 0.5 0.36 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx NOTES: A 367 76 8- 0 1- 0 Trusses Manufactured by: Hz = 96 East Coast Lumber F 351 105 3- 8 1- 0 Analysis Conforms To: Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/202006 10:47:50 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. Max gap between edge of brg and end vertical is 1/2". Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 237 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: RCP 5. SIMPSON HANGER @ JT.F. Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARCI T GE" 1 1 HHIP 61100 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) 1-8-3 HO 4-3 HO 1-8-3 TCI 1-2-0 I 2-8-0 1 4-3-0 1 4x4 •2x4 2x4 F /C\ 2x4 A E G ` 2x4 BC; ( 6-11-0 6-11-0 . Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.08 2x 4 SP-#2 BC 0.16 2x 4 SP42 WB 0.02 2x 4 SP-#3 GW 0.02 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6-11- 0 BC Cont. 0- 0- 0 6-11- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Cases) Plus 1 UBC LL Load Cases) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC ALL PLATES ARE LOCK20 See Joint F For Typical Gable Plate Size and Placement Robbins Engineering, Inc./Online Plus" Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.08 38 C 0.00 0.08 B -F 0.04 18 C 0.00 0.04 F -C 0.04 18 C 0.00 0.04 --------Bottom Chords --------- * -E 0.16 14 C 0.00 0.16 E -G 0.13 0 T 0.00 0.13 G -D 0.16 0 T 0.00 0.16 ------------- Webs ------------- E -B 0.02 155 C D -C 0.01 67 C WindLd ----------Gable Webs---------- G-F 0.02 153 C LL Defl 0.00" in G -D L/999 TL Defl 0.00" in A -E L/999 Shear // Grain in G -D 0.16 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Jt React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by Cont. Brg 0- 0- 0 to 6-11- 0 East Coast Lumber 649 174 Hz = 76 Analysis Conforms To: D Scale: 0.742" = 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. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 155 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946• 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering. Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering . Portrait 1/20/2006 10:47:49 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineerurg ' CARCI T H6 1 1 HHiP 70000 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) Ho 4-3 HO 2-7-15 TC! 1-2-0 - 4-7-8 2-4-8 1 4x4 2x4 2-7-15 A w:800 HGR R: 607 R: 560 U: 155 U: 156 BCC 7-0-0 Imo. 7-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus' A 608 156 8- 0 1- 0 Hz = -34 Online Plus -- Version 18.0.014 D 560 156 3- 8 1- 0 RUN DATE: 20-JAN-06 Hz = 69 CSI -Size- ----Lumber---- TC 0.14 2x 4 SP-#2 BC 0.32 2x 6 SP42 WB 0.20 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 12.0" 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 20 15 0.0' 7.0' BC V 0 5 0.0' 7.0' BC V 60 60 0.0' 7.0' Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Cases) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.14 469 C 0.00 0.14 B -C 0.04 426 C 0.00 0.04 --------Bottom Chords --------- A -E 0.32 426 T 0.04 0.28 E -D 0.18 50 T 0.00 0.18 ------------- Webs ------------- E -B 0.03 126 T E -C 0.20 632 T D -C 0.08 497 C WindLd LL Defl -0.01" in A -E L/999 TL Defl -0.03" in A -E L/999 Shear // Grain in A -E 0.27 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Scale: 0.595" = 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 497 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: RCP 5. SIMPSON HANGER @ JT.D. Robbins Engineering, Inc./Online Plus" 0 1996.2005 Version 18.0.014 Engineering • Portrait 12=006 10:47:49 AM Page 1 Job CARCI T Mark I GS Quan 1 Type Span FLAT 70000 P1-H1 50107 Left OH Right OH 0 0 Engi,teering CARCIT (Engle/Caracas Elv.1/M#3888) HO 5-1-7 HO 5-1-7 TCI 7-0-0 i 3x6 3x3 2x4 3x6 E I J ff 1 C i I 5-1-7 D • C 2x4 e G 2" 4x8 6x8 i W:400 HGR R:2729 R:2730 U:1025 U:1068 BCi 7-0-0 6 7-0-0 ALL PLATES ARE LOCK20 Scale: 0.384" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.09 2x 4 SP-#2 BC 0.41 2x 6 SP-#2 WB 0.63 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 7.0' BC V 0 10 0.0' 7.0' BC V 350 350 0.0' 7.0' Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load .applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus, Hz = -255 C 2730 1069 8- 0 3- 4 Hz = 256 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- E -I 0.09 880 C 0.00 0.09 I -J 0.05 876 C 0.00 0.05 J -F 0.09 876 C 0.00 0.09 --------Bottom Chords --------- D -H 0.40 178 T 0.00 0.40 H -G 0.29 880 T 0.11 0.18 G -C 0.41 178 T 0.00 0.41 ------------- Webs ------------- D -E 0.62 1862 C WindLd E -H 0.63 1979 T H -I 0.05 148 C I -G 0.03 99 T G -J 0.05 151 C G -F 0.63 1970 T C -F 0.62 1856 C WindLd LL Defl -0.02" in H -G L/999 TL Defl -0.04" in H -G L/999 Shear // Grain in D -H 0.75 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 6.0 0.5 Ctr 0.90 F LOCK 3.Ox 6.0-0.5 Ctr 0.90 H LOCK 4.Ox 8.0 Ctr-0.5 0.90 G LOCK 6.Ox 8.0 0.5-0.5 0.88 Jt React Uplft Size Req'd REFER TO ROBBINS ENG. GENERAL Lbs Lbs In-Sx In-Sx NOTES AND SYMBOLS SHEET FOR D 2730 1026 4- 0 3- 4 ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering -Portrait 1/20/2006 10:47:48 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. Prevent truss rotation at all bearing locations. Provide drainage to prevent water ponding. This truss must be installed as shown. It cannot be installed upside-down. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1862 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 3 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARCI T FSA 1. 1 FLAT 70000 40602 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-6-2 HO 4-6-2 TCI 7-0-0 1 2x4 3x3 2x4 A E B T 4-6-2 D C 2x4 n 2x4 ® II I [J_II W:400 HGR R: 279 R: 342 U: 135 U: 169 BC 7-0-0 E 7-0-0 ALL PLATES ARE LOCK20 Scale: 0.420" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.16 2x 4 SP-#2 BC 0.71 2x 4 SP-#2 WB 0.12 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx D 280 136 4- 0 1- 0 Hz = -225 C 342 169 4- 0 1- 0 Robbins Engineering, Inc./Online Plus - Hz = 226 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -E 0.16 64 C 0.00 0.16 E -B 0.16 64 C 0.00 0.16 --------Bottom Chords --------- D -C 0.71 127 T 0.00 0.71 ------------- Webs ------------- D -A 0.11 100 C WindLd D -E 0.07 184 C E -C 0.07 184 C C -B 0.12 100 C WindLd LL Defl -0.11" in D -C L/721 TL Defl -0.16" in D -C L/477 Shear // Grain in A -E 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 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: 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 drainage to prevent water ponding. This truss must be installed as shown. It cannot be installed upside-down. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 184 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus" 0 199&2005 Version 18.0.014 Engineering - Portrait U2012006 10:47:48 AM Page 1 Job Mark CARC1 T H3D CARCIT (Engle/Caracas Elv.1/ Quan Type Span P1-H1 Left OH Right OH I Engineeri►lig 1 MONO 110812 6 1- 2- 0 0 6-0-6 HO 4-3 90 6-2-9 TC11-2-0. 11-8-12 a i J 2x4' B C 3x3 2x4 I � W:800 BGR R: 565 R: 469 U: 106 U: 167 BC j 11-8-12 I � 11-8-12 ALL PLATES ARE L0CK20 Robbins Engineering, Inc./Online Plus - Hz = 337 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 20-JAN-06 ----------Top Chords ---------- A -D 0.44 575 C 0.00 0.44 CSI -Size- ----Lumber---- D -B 0.44 138 C 0.00 0.44 TC 0.44 2x 4 SP-#2 --------Bottom Chords --------- BC 0.49 2x 4 SP-#2 A -E 0.47 527 T 0.06 0.41 WB 0.34 2x 4 SP-#3 E -C 0.49 527 T 0.06 0.43 ------------- Webs ------------- Brace truss as follows: E -D 0.08 269 T O.C. From To D -C 0.34 600 C TC Cont. 0- 0- 0 11- 8-12 C -B 0.25 161 C WindLd BC Cont. 0- 0- 0 11- B-12 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC LL Defl 0.03" in A -E L/999 TL Defl -0.05" in A -E L/999 Shear // Grain in D -B 0.28 DL Defl -0.12" at E L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gat, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Jt React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by: A 565 107 8- 0 1- 0 East Coast Lumber Hz = -181 Analysis Conforms To: C 469 168 3- 8 1- 0 FBC2004 Robbins Engineering, Inc./Online PIUSTM 0 1996.2005 Version 18.0.014 Engineering - Portrait 120/2006 10:47:45 AM Page 1 Scale: 0.295" = 1' OH Loading Soffit psf 2.0 Provide connection to bearing for 337 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3), 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 600 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span PI-H1 Left OH Right OH Engineering CARCI T H3C 1 1 HHIP 110812 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 HO 5-0-6 TCI 1-2-0 9-4-5 2-4-7 I 4x4 3x3 B C i I yj LA I 6 2x4 >i• 5-0-6 i i i I 3x3 A _ %2.4 D E 3x6 I W:800 HGR R: 565 R: 469 U: 121 U: 152 BC I 11-8-12 E 11-8-12 ALL PLATES ARE LO=0 Scale: 0.388" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.33 2x 4 SP-#2 BC 0.65 2x 4 SP-#2 WB 0.17 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 8-12 BC Cont. 0- 0- 0 11- 8-12 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Robbins Engineering, Inc./Online Plus - Hz = 273 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.33 607 C 0.00 0.33 F -B 0.28 224 C 0.00 0.28 B -C 0.06 188 C 0.00 0.06 --------Bottom Chords --------- A -E 0.65 558 T 0.06 0.59 E -D 0.50 195 T 0.00 0.50 ------------- Webs ------------- F -E 0.17 416 C E -B 0.05 144 C E -C 0.15 469 T D -C 0.17 490 C WindLd LL Defl 0.22" in A -E L/600 TL Defl -0.21" in A -E L/608 Shear // Grain in A -F 0.22 DL Defl -0.12" at E L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Lbs Lbs In-Sx In-Sx A 565 122 8- 0 1- 0 NOTES: Hz = -145 Trusses Manufactured by: D 469 153 3- 8 1- 0 East Coast Lumber Robbins Engineering, Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/20/2006 10:47:44 AM Page 1 Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 pelf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 607 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark ^ Quan Type Span P1-H1 Left OH Right OH Engineering CARCI T H3B 1 HHIP 110812 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 HO 4-0-6 TC,l 1-2-0 1 7-4-5 4-4-7 i 4x4 3x3 B C �•Ion i i 4-0-6 3x3 A E 2x4 ® 3x3 I I (IJI W:800 HGR R: 565 R: 469 U: 131 U: 152 BCl 1 11-8-12 11-8-12 ALL PLATES ARE LOCK20 Scale: 0.455" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.50 2x 4 SP-#2 BC 0.61 2x 4 SP-#2 WB 0.17 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 8-12 BC Cont. 0- 0- 0 11- 8-12 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus' Hz = 214 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.50 441 C 0.00 0.50 B -C 0.26 393 C 0.00 0.26 --------Bottom Chords --------- A -E 0.61 393 T 0.05 0.56 E -D 0.38 153 T 0.00 0.38 ------------- Webs ------------- E -B 0.05 238 C E -C 0.17 534 T D -C 0.12 473 C WindLd LL Defl 0.07" in A -E L/999 TL Defl -0.13" in A -E L/961 Shear // Grain in A -B 0.28 DL Defl -0.12" at E L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Jt React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by: A 565 131 8- 0 1- 0 East Coast Lumber Hz = -113 Analysis Conforms To: D 469 152 3- 8 1- 0 FBC2004 Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/20/2006 10:47:44 AM Page 1 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 473 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering ` CARCI T T3A 1 3 TR 110812 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 AO 4-3 TC 1-2-0 5-10-6 5-10-6 4x4 B i 61 s 3-3-6 3x3 3x3 A C � D 2x4 n Jlull . W:800 AGR R: 565 R: 469 U: 147 U: 126 BC 11-8-12 I� 11-8-12 - ALL PLATES ARE LOCK20 Scale: 0.497" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.26 2x 4 SP-#2 BC 0.47 2x 4 SP-#2 WB 0.08 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 8-12 BC Cont. 0- 0- 0 11- 8-12 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 565 148 8- 0 1- 0 Hz = -59 C 469 126 3- 8 1- 0 Robbins Engineering, Inc./Online Plus' Hz = 60 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.26 573 C 0.00 0.26 B -C 0.26 573 C 0.00 0.26 --------Bottom Chords --------- * -D 0.47 515 T 0.06 0.41 D -C 0.47 515 T 0.06 0.41 ------------- Webs ------------- D -B 0.08 276 T LL Defl 0.03" in A -D L/999 TL Defl -0.04" in D -C L/999 Shear // Grain in A -B 0.22 DL Defl -0.12" at D L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gat, 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 pelf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 573 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online PIusT" a 1996-2005 Version 18.0.014 Engineering - Portrait 120/2006 10:47:43 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering ' CARC1 T I G3 1 1 SP 110812 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 HO 4-3 TC, 1-2-0 3-1-3 2-3-0 1 1-0-5 I 2-3-6 3-0-14 4x8 4x4 C D 4.192I 14.206 Is ■ � 4x4 ■ 4x4 H E 16 6� 2-8-3 3x4 3x4 A F ® I H 3x3 3x8 I I W:800 W:800 R: 985 R: 821 U: 242 U: 220 BC 11-8-12 - 11-8-12 ALL PLATES ARE LOCK20 Scale: 0.498" = 1' Robbins Engineering, Inc./Online Plus" A 985 243 8- 0 1- 3 Hz = -45 Online Plus -- Version 18.0.014 F 821 221 8- 0 1- 0 RUN DATE: 20-JAN-06 Hz = 46 CSI -Size- ----Lumber---- TC 0.18 2x 4 SP-#2 BC 0.50 2x 4 SP-#2 WB 0.10 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 8-12 BC Cont. 0- 0- 0 11- 8-12 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 11.7' BC V 0 10 0.0' 11.7' TC V 30 23 0.0' 11.7' BC V 0 8 0.0' 11.7' Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for.NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.18 1236 C 0.00 0.18 B -C 0.06 1027 C 0.00 0.06 C -D 0.05 970 C 0.04 0.01 D -E 0.07 1026 C 0.00 0.07 E -F 0.17 1241 C 0.00 0.17 --------Bottom Chords --------- A -I 0.49 1102 T 0.13 0.36 I -H 0.39 964 T 0.11 0.28 H -F 0.50 1107 T 0.13 0.37 ------------- Webs ------------- B -I 0.02 155 C I -C 0.10 317 T C -H 0.06 192 T H -D 0.04 150 T H -E 0.03 164 C LL Defl 0.03" in H -F L/999 TL Defl -0.04" in A -I L/999 Shear // Grain in A -I 0.19 DL Defl -0.12" at I L/998 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI H LOCK 3.Ox 8.0 0.4 Ctr 0.49 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1241 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. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx NOTES: Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait U202008 10:47:43 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARCI T I G7 1 1 HHIP 121008 6 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-3 BO 6-2-9 TC, 11-8-12 110112! 4x4 6x10 B C 6-2-9 I J i3x6 3x10 W:800 R:1635 U: 381 I x61- 4- 0 p i 2x4 R:1656 U: 507 BC 12-7-0 ao 12-10-8 Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.54 2x 4 SP-#2 BC 0.88 2x 6 SP-#2 WB 0.72 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 12-10- 8 BC Cont. 0- 0- 0 12-10- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 12.9' BC V 0 10 0.0' 12.9' BC V 90 90 0.0' 12.6' 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 ALL PLATES ARE LOCR20 Robbins Engineering, Inc./Online Plus - A 1635 382 8- 0 1-15 Hz = 249 G 1657 507 3- 8 1- 0 Hz = 158 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -H 0.54 2035 C 0.03 0.51 H -B 0.51 536 C 0.00 0.51 B -C 0.09 465 C 0.00 0.09 C -C 0.01 0 T 0.00 0.01 --------Bottom Chords --------- A -I 0.88 1841 T 0.24 0.64 I -J 0.82 1841 T 0.24 0.58 J -D 0.10 126 T 0.00 0.10 ------------- Webs ------------- I -H 0.38 1299 T H -J 0.66 1699 C J -B 0.03 112 T J -C 0.50 1566 T D -G 0.09 291 T WindLd G -C 0.72 1477 C WindLd LL Defl -0.08" in A -I L/999 TL Defl -O A 5" in A -I L/929 Shear // Grain in A -I 0.56 DL Defl -0.12" at I 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 H LOCK 4.Ox 4.0-0.4-0.2 0.97 C LOCK 6.0x10.0 0.5 0.5 0.98 I LOCK 3.Ox 6.0 Ctr-1.2 0.93 J LOCK 3.0x10.0 1.0 Ctr 0.97 Scale: 0.313" = 1' 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. Max gap between edge of brg and end vertical is 1/2". Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2035 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG REFER TO ROBBINS ENG. GENERAL Robbins Engineering, Inc./Online Plus"' 0 1996.2005 Version 18.0.014 Engineering - Portrait 120/2008 10:47:51 AM Page 1 Job Mark I Quan Type Span P1-H1 Left OH Right OH I Engineering CARCI T T4D 1 DUAL 71104 6 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) 6-10-6 Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.16 2x 4 SP-#2 BC 0.85 2x 4 SP-#2 WB 0.32 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7-11- 4 BC Cont. 0- 0- 0 7-11- 4 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC HO 6-6-9 HO 6-6-9 TC. 3-11-10 3-11-10 4x4 B A 2x4 T r r 4 N W T C 2x4 GH W:308 W:308 R: 373 R: 373 U: 68 U: 104 BC 7-11-4 -�. 7-11-4 ALL PLATES ARE L0CK20 Robbins Engineering, Inc./Online P1us- C 374 104 3- 8 1- 0 Hz = 259 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- E -B 0.16 113 T 0.00 0.16 B -F 0.16 80 T 0.00 0.16 --------Bottom Chords --------- A -C 0.85 147 T ------------- Webs ------------- A -E 0.32 124 C WindLd A -B 0.14 179 C B -C 0.14 181 C C -F 0.31 124 C WindLd LL Defl -0.18" in A -C L/496 TL Defl -0.27" in A -C L/328 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 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Jt React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by: A 374 68 3- 8 1- 0 East Coast Lumber Hz = -289 Analysis Conforms To: Robbins Engineering. Inc./Online Plus"' 0 1996.2005 Version 18.0.014 Engineering . Portrait 1/202006 10:47:47 AM Page 1 Scale: 0.255" = 1' FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 181 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OR Engi„eering CARC1 T T4C 1 DUAL 71104 6 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 6-6-9 SO 6-6-9 TCI 3-11-10 3-11-10 I 4x4 B 2 5-10-6. I I H 2x4 Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.16 2x 4 SP-#2 BC 0.85 2x 4 SP-#2 WB 0.32 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7-11- 4 BC Cont. 0- 0- 0 7-11- 4 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC TI 4~ W J 2x4 K 1 ®L i li W:308 W:308 R: 357 R: 357 U: 75 U: 97 BC 7-11-4 IV 7-11-4 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- 1 358 97 3- 8 1- 0 Hz = 204 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- G -B 0.16 96 T 0.00 0.16 B -I 0.16 72 T 0.00 0.16 --------Bottom Chords --------- H -J 0.85 125 T ------------- Webs ------------- H -G 0.32 124 C WindLd H -B 0.12 188 C B -J 0.12 188 C J -I 0.31 124 C WindLd LL Defl -0.18" in H -J L/496 TL Defl -0.27" in H -J L/328 Shear // Grain in H -J 0.18 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Jt React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by: H 358 76 3- 8 1- 0 East Coast Lumber . Hz = -234 Analysis Conforms To: Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/20/2006 10:47:47 AM Page 1 Scale: 0.255" = 1' FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 188 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering CAROT T4B 1 2 DUAL 71104 6 2- 6- 0 2- 6- 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 6-6-9 SO 6-6-9 TC: 2-6-0 1 3-11-10 3-11-10 1 2-6-0 I 4x4 �I B 5-10-6 R: L ®L it it W:308 W:308 R: 552 R: 552 U: 119 U: 141 BC1 i 7-11-4 7-11-4 Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.16 2x 4 SP-#2 BC 0.85 2x 4 SP42 WB 0.32 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7-11- 4 BC Cont. 0- 0- 0 7-11- 4 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus- 1 553 141 3- 8 1- 0 Hz = 204 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- G -B 0.16 96 T 0.00 0.16 B -I 0.16 72 T 0.00 0.16 --------Bottom Chords --------- H -J 0.85 125 T ------------- Webs ------------- H -G 0.32 124 C WindLd H -B 0.12 188 C B -J 0.12 188 C J -I 0.31 124 C WindLd LL Defl -0.18" in H -J L/496 TL Defl -0.27" in H -J L/328 Shear // Grain in H -J 0.18 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Jt React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by: H 553 119 3- 8 1- 0 East Coast Lumber Hz = -234 Analysis Conforms To: Robbins Engineering, Inc./Online Plus" 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/20/2006 10:47:46 AM Page 1 Scale: 0.255" = 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 188 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 & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARCI T MA 1 1 DUAL 71104 6 2- 6- 0 2- 6- 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 6-6-9 SO 6-6-9 TCI 2-6-0 1 3-11-10 3-11-10 1 2-6-0 1 =3- 8- 0-ii� ' r-3- 8- 0-a3=, 3*3 61 4 KL W:300 W:308 R: 568 R: 568 U: 112 U: 148 BC j 7-11-4 7-11-4 -j Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.16 2x 4 SP-#2 BC 0.85 2x 4 SP-#2 WB 0.32 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7-11- 4 BC Cont. 0- 0- 0 7-11- 4 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus" 0 569 148 3- 8 1- 0 Hz = 259 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- G -Q 0.16 113 T 0.00 0.16 Q -I 0.16 80 T 0.00 0.16 --------Bottom Chords --------- N -0 0.85 147 T ------------- Webs ------------- N -G 0.32 124 C WindLd N -Q 0.14 179 C Q -0 0.14 181 C 0 -I 0.31 124 C WindLd LL Defl -0.18" in N -0 L/496 TL Defl -0.27" in N -0 L/328 Shear // Grain in N -0 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 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Jt React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by: N 569 112 3- 8 1- 0 East Coast Lumber Hz = -289 Analysis Conforms To: Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 120=06 10:47:46 AM Page 1 Scale: 0.239" = 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 181 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. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering CARCI T H4 1 SP 100504 6 1- 3- 0 1- 3- 0 CARCIT (Engle/Caracas Elv.1/M#3888) SO 3-3-1 HO 3-3-1 TC! 1-3-0 1 2-11-1 4-7-2 1 2-11-1 1 1-3-0 1 4x4 4x6 B C 4-8-10 Cant:l- 3- 0 1 I 1 Cant:l- 3- 0 W:800 F E W:800 R: 645 3x3 2x4 R: 645 U: 202 U: 218 BCj 1-7-0 7-3-4 1 1-7-0 ' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.26 2x 4 SP-#2 BC 0.30 2x 4 SP-#2 WB 0.15 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 10- 5- 4 BC Cont. 0- 0- 0 10- 5- 4 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.01, 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' 10.4' BC V 0 10 0.0' 10.4' TC V 10 8 2.9' 7.5' BC V 0 3 3.1' 7.4' BC V 40 40 3.1' CL-LB BC V 40 40 7.4' 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 10-5-4 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- I 645 203 8- 0 1- 0 Hz = -190 L 645 218 8- 0 1- 0 Hz = 168 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- K -B 0.09 44 T 0.00 0.09 B -C 0.26 114 C 0.00 0.26 C -N 0.10 56 T 0.00 0.10 --------Bottom Chords --------- A -I 0.07 49 C 0.00 0.07 I -F 0.20 145 T 0.01 0.19 F -E 0.30 117 T 0.02 0.28 E -L 0.21 117 T 0.02 0.19 L -D 0.11 49 C 0.00 0.11 ------------- Webs ------------- A -K 0.05 18 C WindLd K -I 0.01 79 C I -B 0.15 467 C F -B 0.07 234 T F -C 0.03 71 T E -C 0.08 262 T C -L 0.15 462 C L -N 0.02 114 C D -N 0.05 85 T WindLd LL Defl 0.02" in F -E L/999 TL Defl -0.02" in F -E L/999 LL Cant 0.00" in L -D L/999 Shear // Grain in B -C 0.23 DL Defl -0.12" at E L/634 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 Scale: 0.380" = 1' NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder Step Down Hip Framing King Jacks Jack Open Faced 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. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 467 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. ' 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG REFER TO ROBBINS ENG. GENERAL Jt React Uplft Size Req'd NOTES AND SYMBOLS SHEET FOR Lbs Lbs In-Sx In-Sx ADDITIONAL SPECIFICATIONS. Robbins Engineering, IncdOnline Plus"' 0 1996-2005 Version 18.0.014 Engineering . Portrait 1/20/2006 10:47:45 AM Page 1 Job mark Quan Type Span P1-H1 Left OH Right OH Engineering CARCI T MV6 1 VLM. SB 60000 6 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 3-0-0 TC' 6-0-0 j 2x4 3-0-0 HCI 6-0-0 6-0-0 Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.29 2x 4 SP-#2 BC 0.32 2x 4 SP-#2 WB 0.05 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6- 0- 0 BC Cont. 0- 0- 0 6- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 6- 0- 0 431 116 Hz = 151 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus" Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.29 75 C 0.00 0.29 --------Bottom Chords --------- A -C 0.32 0 T 0.00 0.32 ------------- Webs ------------- C -B 0.05 143 C WindLd LL Defl 0.03" in A -C L/999 TL Defl -0.02" in A -C L/999 Shear // Grain in A -B 0.23 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: 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. 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 143 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus"' 0 1996.2005 Version 18.0.014 Engineering . Portrait 1120200610:47:52 AM Pagel Job MarkJ-1 Quan Type Span P1-H1 Left OH Right OH Engineering CARCI T MY4 vLM. ss a0000 6 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) 2-0-0 BCI 4-0-0 4-0-0 Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.08 2x 4 SP-#2 BC 0.14 2x 4 SP-#2 WB 0.01 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4- 0- 0 BC Cont. 0- 0- 0 4- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 4- 0- 0 335 73 Hz = 92 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus' Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.08 44 C 0.00 0.08 --------Bottom Chords --------- A -C 0.14 0 T 0.00 0.14 ------------- Webs ------------- C -B 0.01 90 C WindLd LL Defl 0.00" in A -C L/999 TL Defl 0.00" in A -C L/999 Shear // Grain in A -C 0.23 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 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. HO 2-0-0 2x4 Scale: 0.757" = 1' Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 90 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus*" 0 1996.2005 Version 18.0.014 Engineering - Portrait 120/2008 10:47:52 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering CARCI T MV2 2 VLMA. SB 20000 6 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.00 2x 4 SP-#2 BC 0.00 2x 4 SP-#2 WB 0.00 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 2- 0- 0 BC Cont. 0- 0- 0 2- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 2- 0- 0 254 31 Hz = 33 1-0-0 HO 1-0-0 TCI 2-0-0 6 EC i 2-0-0 ALL PLATES ARE LOCK20 2x4 Robbins Engineering, Inc./Online Plus" Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.00 13 C --------Bottom Chords --------- A -C 0.00 0 T ------------- Webs ------------- C -B 0.00 36 C WindLd LL Defl 0.00" in C -C L/999 TL Defl 0.00" in C -C L/999 Shear // Grain in C -B 0.03 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: 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. 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 36 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online PIUST 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/20/2008 10:47:53 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH 1 Engineering CARCI T HJ7 1 4 MONO 91013 4.243 1- 7-13 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 3-15 HO 3-9-15 TC,'1-7-13 1 9-10-13 1 2x4 B s 4.243j 2x4 1 D W 108 3-9-15 : 288 130 I i 3x3 A _ C 3x3 i .I W:1105 W:108 R: 501 R: 397 U: 99 U: 54 BC, 9-10-13 9-10-13 ALL PLATES ARE LOCK20 Scale: 0.468" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.54 2x 4 SP-#2 BC 0.92 2x 4 SP-#2 WB 0.29 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9-10-13 BC Cont. 0- 0- 0 9-10-13 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 9.9' BC V 0 10 0.0' 9.9' TC V -40 -30 0.0' 45 34 9.9' BC V 0 -10 0.0' 0 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 99 11- 5 1- 0 Hz = 103 B 289 130 1- 8 1- 0 Hz = 204 C 397 54 1- 8 1- 0 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -D 0.54 712 C 0.00 0.54 D -B 0.54 119 T 0.00 0.54 --------Bottom Chords --------- A -C 0.92 720 T 0.13 0.79 ------------- Webs ------------ D -C 0.29 769 C C -B 0.07 0 T WindLd LL Defl -0.24" in A -C L/442 TL Defl -0.36" in A -C L/292 Shear // Grain in 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), 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 769 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 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-BEARIN6 BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online PIUST 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/20/2006 10:47:53 AM Page 1 Job !Hark Quan Type Span P1-Hl Left OH Right OH I Engineering CARCIT HJ3C 2 ENDJO 40108 4.243 1- 9- 3 0 CARCIT (Engle/Caracas Elv.1/M#3888) Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.01 2x 4 SP-#2 BC 0.10 2x 4 SP-#2 WB 0.12 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4- 1- 8 BC Cont. 0- 0- 0 4- 1- 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' 4.1' BC V 0 10 0.0' 4.1' TC V -40 -30 0.0' -13 -9 4.1' BC V 0 -10 0.0' 0 -3 4.1' Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC SO 3-2-13 SO 4-8-5 TC. 1-9-3 4-1-8 i 2x4 B 4.243� g 2x4 D4-8-5 08 56 69 A C 2x4 E 2x4 3x6 Cant:l- 9- 4 II W:1105 W:108 R: 398 R: 234 U: 304 BCj 2-2-14 f 1-16-10 ' I E- 4-1-8 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx E 399 305 11- 5 1- 0 Hz = -189 B 256 269 1- 8 1- 0 C 234 0 1- 8 1- 0 Hz = 213 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- D -F 0.01 49 C 0.00 0.01 F -B 0.01 50 C 0.00 0.01 --------Bottom Chords --------- A -E 0.05 48 C 0.00 0.05 E -C 0.10 142 T 0.00 0.10 ------------- Webs ------------- A -D 0.05 26 C WindLd D -E 0.01 43 T E -F 0.01 50 C E -B 0.08 286 C C -B 0.12 0 T WindLd LL Defl 0.00" in C -C L/999 TL Defl 0.00" in C -C L/999 Shear // Grain in C -C 0.26 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by Scale: 0.321" = 1' East Coast Lumber Analysis Conforms To: 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 7.0 psf BC Dead Load 3.0 psf Max comp. force 286 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus* 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/20/2008 10:47:54 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARCI T HJA 1 2 ENDJO 30205 5.52 1- 3- 4 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 4-0 HO 1-9-10 TC! 1-3-4 3-2-5 1 2x4 B 5.52 1-9-10 2x4 A M �� ■ C zx4 I� ,I l W:108 R: 46 U: �14 I W:800 W:108 R: 223 R: 223 U: 34 BC 3-2-5 E 3-2-5 ALL PLATES ARE LOCK20 Scale: 0.518" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.11 2x 4 SP-#2 BC 0.19 2x 4 SP-#2 WB 0.00 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 2- 5 BC Cont. 0- 0- 0 3- 2- 5 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 3.2' BC V 0 10 0.0' 3.2' TC V -40 -30 0.0' -26 -20 3.2' BC V 0 -10 0.0' 0 -7 3.2' Plus 4 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus- Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 224 35 8- 0 1- 0 Hz = -34 B 47 15 1- 8 1- 0 C 223 0 1- 8 1- 0 Hz = 45 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.11 23 C 0.00 0.11 B -B 0.00 1 C --------Bottom Chords --------- A -C 0.19 23 T 0.00 0.19 ------------- Webs ------------- C -B 0.00 0 T WindLd LL Defl 0.00" in A -C L/999 TL Defl 0.00" in A -C L/999 Shear // Grain in A -C 0.26 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by East Coast Lumber Analysis Conforms To: 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 23 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering - Portrait 120/2008 10:47:54 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARCI T HJB 1 2 ENDJV 50010 5.515 1- 3- 3 0 CARCIT (Engle/Caracas Elv.1/M#3888) 80 4-1 SO 2-7-15 TC: 1-3-3 5-0-10 1 Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.19 2x 4 SP-#2 BC 0.40 2x 4 SP-#2 WB 0.02 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 0-10 BC Cont. 0- 0- 0 5- 0-10 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 5.1' BC V 0 10 0.0' 5.1' TC V -40 -30 0.0' -12 -9 5.1' BC V 0 -10 0.0' 0 -3 5.1' Plus 4 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC 2x4 a 3 6 4 C 2x4 I II W:800 W:108 R: 250 R: 225 U: 30 5-0-10 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 250 30 8- 0 1- 0 Hz = -60 B 97 34 1- 8 1- 0 C 226 0 1- 8 1- 0 Hz = 88 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.19 48 C 0.00 0.19 B -B 0.00 3 C --------Bottom Chords --------- A -C 0.40 52 T 0.00 0.40 ------------- Webs ------------- C -B 0.02 0 T WindLd LL Defl -0.01" in A -C L/999 TL Defl -0.02" in A -C L/999 Shear // Grain in A -C 0.27 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 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by East Coast Lumber Analysis Conforms To: FBC2004 Girder King Jack Loading TC and BC Scale: 0.604" = 1' Setback 4- 8- 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 48 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. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Robbins Engineering, Inc./Online Plus"' 0 1996.2005 Version 18.0.014 Engineering - Portrait 1202006 10:47:55 AM Page 1 Job Mark Quan Type Span P1-Hl Left OR Right OH Engineering CARCI T EJ7 1 21 ENDJO 70000 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) 80 4-3 HO 3-10-3 TC: 1-2-0 7-0-0 3-10-3 ri_��i LY W:800 W:108 R: 377 R: 243 U: 58 U: 1 7-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 91 Online Plus -- version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 20-JAN-06----------Top Chords ---------- A -B 0.55 71 C 0.00 0.55 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.55 2x 4 SP-#2 A -C 0.67 90 T 0.00 0.67 BC 0.67 2x 4 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) LL Defl -0.08" in A -C L/967 TL Defl -0.17" in A -C L/435 Shear // Grain in A -B 0.28 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 377 58 8- 0 1- 0 Design checked for LL on BC Hz = 144 per BOCA (section 1606.2.3), B 215 113 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 244 1 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus` 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/20/2006 10:47:55 AM Page 1 Scale: 0.481" = V Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 71 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering CARCIT EJ7A 1 7 SP 70000 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) SO 4-3 BO 2-10-3 TCI 1-2-0 ' 7-0-0 1 3-10-3 1-0-OD 1-0-0c i W:800 R: 397 U: 79 BC I 3-2-0 I 3-10-0 6 7-0-0 Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.35 2x 4 SP-#2 BC 0.68 2x 4 SP-#2 CW 0.41 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 91 C 260 27 1- 8 1- 0 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.35 315 C 0.00 0.35 F -B 0.35 70 T 0.00 0.35 --------Bottom Chords --------- A -E 0.24 244 T 0.03 0.21 E -D 0.24 129 T 0.02 0.22 D -C 0.68 0 T 0.00 0.68 ---------- Chord -Webs ---------- E -D 0.41 113 T 0.03 0.38 D -F 0.05 170 T 0.05 0.00 LL Defl -0.10" in E -D L/727 TL Defl -0.19" in E -D L/391 Shear // Grain in D -C 0.22 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx NOTES: A 398 79 8- 0 1- 0 Trusses Manufactured by: Hz = 144 East Coast Lumber B 175 87 1- 8 1- 0 Analysis Conforms To: Robbins Engineering, Inc./Online PIUS- 0 1998-2005 Version 18.0.014 Engineering - Portrait 1/20/2006 10:47:56 AM Page 1 8 4 17 B R: 259 U: 27 Scale: 0.481" = 1' FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 315 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARCI T EJ7B 1 1 HHIP 70000 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) Ho 4-3 Ho 3-5-7 TC! 1-2-0 I _ 6-2-8 i 9-8 4x4 3-5-7 8 .6 2 I' I j I W:800 W:108 R: 379 R: 323 U: 76 U: 143 EICi 7-0-0 7-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus" Hz = 81 D 323 143 1- 8 1- 0 Online Plus -- Version 18.0.014 G = Gravity Uplift RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.46 2x 4 SP42 BC 0.66 2x 4 SP42 WB 0.05 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 26.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.46 58 C 0.00 0.46 B -C 0.12 80 T 0.00 0.12 --------Bottom Chords --------- A -E 0.66 11 T 0.00 0.66 E -D 0.30 0 T 0.00 0.30 ------------- Webs ------------- E -B 0.05 250 C WindLd LL Defl -0.10" in A -E L/774 TL Defl -0.20" in A -E L/363 Shear // Grain in E -D 0.36 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 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. Jt React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by: A 379 77 8- 0 1- 0 East Coast Lumber Hz = 128 Analysis Conforms To: C 117 3G 1- 8 1- 0 FBC2004 Robbins Engineering, Inc./Online PIUSTM 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/20/2006 10:47:56 AM Page 1 Scale: 0.496" = 1' OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 250 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARCI T EJ3C 4 ENDJO 21100 6 1- 3- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) so 3-3-1 so 4-8-9 TC, 1-3-0 I 2-11-0 I B Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.18 2x 4 SP-#2 BC 0.25 2x 4 SP-#2 WB 0.05 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 2-11- 0 BC Cont. 0- 0- 0 2-11- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.011 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 4-8-9 8 97 )3 II W:300 W:108 R: 267 R: 214 U: 32 U: 56 BCI 2-11-0 �6 2-11-0 -� ALL PLATES ARE L0CR20 Robbins Engineering, Inc./Online Plus' C 215 56 1- 8 1- 0 Hz = 104 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- D -B 0.18 55 C 0.00 0.18 --------Bottom Chords --------- A -C 0.25 103 T 0.00 0.25 ------------- Webs ------------- A -D 0.05 106 C 0.00 0.05 LL Defl 0.00" in A -C L/999 TL Defl 0.00" in A -C L/999 Shear // Grain in A -C 0.16 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 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 b Y• East Coast Lumber Jt React Uplft Size Req'd Analysis Conforms To: Lbs Lbs In-Sx In-Sx FBC2004 A 267 33 3- 0 1- 0 OH Loading Hz = 145 Soffit psf 2.0 B 98 103 1- 8 1- 0 Design checked for LL on BC Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/20/200810:47:57 AM Page 1 Scale: 0.402" = 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building. Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 106 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. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: i-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-Hl Left OH Right OH I Engineering CARCI T CJS 1 8 ENDJO 50000 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) 2-10-3 HO 4-3 HO 2-10-3 TCI 1-2-0 i 5-0-0 1 3 3 0 I! i W:800 W:108 R: 300 R: 230 U: 47 U: 1 BC, 5-0-0 c 5-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Pluses' Hz = 64 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 20-JAN-06----------Top Chords ---------- A -B 0.27 50 C 0.00 0.27 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.27 2x 4 SP-#2 A -C 0.43 64 T 0.00 0.43 BC 0.43 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 0- 0 BC Cont. 0- 0- 0 5- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) LL Defl -0.02" in A -C L/999 TL Defl -0.04" in A -C L/999 Shear // Grain in A -B 0.19 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 300 47 8- 0 1- 0 Design checked for LL on BC Hz = 102 per BOCA (section 1606.2.3), B 153 81 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 231 2 1- 8 1- 0 (section 1607.1), 20.0 psf.. Robbins Engineering. Inc./Online Plus"' O 1996.2005 Version 18.0.014 Engineering - Portrait 120/2006 10:47:57 AM Page 1 Scale: 0.603" = 1' Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf . Max comp. force 50 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG Job Mark CARC1 T CJ3 CARCIT (Engle/Caracas El-v. Quan Type Span P1-H1 Left OH Right OH I Engineering 8 ENDJO 30000 6 1- 2- 0 0 Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.10 2x 4 SP-#2 BC 0.22 2x 4 SP-#2 HO 4-3 HO 1-10-3 TCI 1-2-0 1 3-0-0 I U: 48 I I W:800 I� W:108 R: 262 R: 218 U: 36 U: 1 BCC 3-0-0 -G 3-0-0- ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus" Hz = 38 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.10 30 C 0.00 0.10 --------Bottom Chords --------- A -C 0.22 38 T 0.00 0.22 LL Defl 0.00" in A -C L/999 Brace truss as follows: TL Defl -0.01" in A -C L/999 O.C. From To Shear // Grain in A -C 0.17 TC Cont. 0- 0- 0 3- 0- 0 DL Defl 0.00" at L/999 BC Cont. 0- 0- 0 3- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 262 36 8- 0 1- 0 Design checked for LL on BC Hz = 61 per BOCA (section 1606.2.3), B 92 49 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 218 2 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering. Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering . Portrait V2012008 10:47:58 AM Page 1 Scale: 0.643" = 1' Design checked for 10 psf non - concurrent LL on BC.. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 30 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 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-SEARING BLOCK. 4. DESIGNER: LG Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 6. CARCI T CJI 1 8 ENDJO 10000 6 1- 2- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.03 2x 4 SP-#2 BC 0.04 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 0- 0 BC Cont. 0- 0- 0 1- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) �- 10-3 SO 4-3 BO 10-3 TCj 1-2-0 1-0-0 1 6 2x4 A C I W:108 R: i 48 IU:I 12 W:800 W:108 R: 235 R: 205 U: 26 U: 2 BC, 1-0-0 1-0-0 -1. ALL PLATES ARE LOCR20 Robbins Engineering, Inc./Online Plus, Hz = 11 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.03 18 T 0.00 0.03 --------Bottom Chords --------- A -C 0.04 11 T 0.00 0.04 LL Defl 0.00" in A -C L/999 TL Defl 0.00" in A -C L/999 Shear // Grain in A -C 0.06 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 235 27 3- 8 1- 0 Design checked for LL on BC Hz = 18 per BOCA (section 1606.2.3), B 48 12 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 205 3 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/20R006 10:47:58 AM Pagel Scale: 0.716" = 1' Design checked for 10 psf non - concurrent LL on BC.. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 6 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG ► Job Mark Quan Type Span P1-H1 Left OH Right OH Engineeriirg CARCIT cilC 1 4 ENDJO 1100 6 1- 3- 0 0 CARCIT (Engle/Caracas Elv.1/M#3888) HO 3-3-M) 3-8-9 M. 1-3-0 1 11-0 6 H 2x4 r D w 3-8-9 W:I1108 R: 92 U: 125 i • i 2x4 C i I I W:400W:108 R: 35a: 203 U: 207: 149 BC 1 111-0 ' I 11_0 , ALL PLATES ARE LOCK20 Scale: 0.440" = 1' Online Plus -- Version 18.0.014 RUN DATE: 20-JAN-06 CSI -Size- ----Lumber---- TC 0.09 2x 4 SP-#2 PC 0.15 2x 4 SP-#2 WB 0.06 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 0-11- 0 BC Cont. 0- 0- 0 0-11- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 357 207 4- 0 1- 0 Hz = 103 B 92 125 1- 8 1- 0 Robbins Engineering, Inc./Online Plus, C 203 150 1- 8 1- 0 Hz = 78 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- D -B 0.09 58 C 0.00 0.09 --------Bottom Chords --------- A -C 0.15 77 T 0.00 0.15 ------------- Webs ------------- A -D 0.06 99 C 0.01 0.05 LL Defl 0.00" in A -C L/999 TL Defl 0.00" in A -C L/999 Shear // Grain in A -C 0.16 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size % 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: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 99 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: LG 50-0-0 `''r to—o—n 2Af 7-n-n 19-4—nTO STEP IN RFAM _ 7-04 HJ7 CARACAS ELEVATION 1 COFFER CLG. EAST COAST LUMBER TRUSS DIVISION CUSTOMER: ENGLE HOMES JOB NAME: DATE: 4-12-02 REVISED: 1-16-06 CARCIT 00 DO 00 to w uj N Q IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 61G1SS-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. ® . 3295 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-B 1 SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH TRUSS. * SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES AND CONNECTION. * ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. * BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMEN APPROVES THEM IN ADVANCE. 9-4-0 PLATE HT 10-8-0 PLATE HT 12-0-0 PLATE HT 12 6� 0-4-3 TYPICAL n » 14 8 DESIGN BY: ACJ ACAD BY: KSM DESIGN CRITERIA COUNTY: — CODE: FBC—ASCE 7 LOADING: TILE MWF SPEED: 120 M.P.H. SCALE: 1/8' = 1'—O' EXPOSURE CATEGORY = 8 MEAN HDGHT. 18'-0- IMPORTANCE FACTOR = 1 BUILDING TYPE: = ENCLOSED TRUSS SPACING 24' O.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF TC LIVE: 40psf TC LIVE 20psf TC DEAD: 10psf TC DEAD: 15psf BC LIVE: OOpsf BC UVE: OOpsf BC DEAD: 05psf BC DEAD: OSpsf OUR FACTOR: 1.00 DUR FACTOR: 1.25 ADDITIONAL LOADS PER FBC do FRC NON —CONCURRENT BC LL 10psf FBC TABLE 1607A.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 200p FBC TABLE 1607.1.31 DEFINITIONS MWF = MAR: WIND FOR Z TC = TOP CHORD BC = BOTTOM CHORD LL = UVE LOAD OL = DEAD LOAD psf - POUNDS PER SOUARE FOOT B = POUNDS OFFICE