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HomeMy WebLinkAbout521 Kays Landing DrPERMIT ADDRESS 2- CONTRACTOR ADDRESS PHONE NUMBER PROPERTY ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR /li MECHANICAL CONTRACTO #I PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # ® a 3 DATE I ID IA,� PERMIT DESCRIPTION 'r NSFIN PERMIT VALUATION SQUARE FOOTAGE u I* QR Certificate of Occupancy This is to certify that the building located at 521 Kays Landing Dr for which permit number 07-213 has heretofore been issued on October 26, 2006 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family Residence subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Building: D Brouthers 02/08/07 Engineering & Planning: M Ropolge 02/12/07 Public Works: M Watson Utilities: R Blake Fire Department: 02/12/07 02/12/07 M James 10/18/06 Conditions (if blank, no conditions apply) Engle Homes Q)3, YVv.02/13/07 Property Owner Building Official Date BP210U01 CITY OF SANFORD Application Miscellaneous Information Maintenance Application number . . . . 07 00000213 Parcel Number . . . . . . 34.19.30.520-0000-0950 Address . . . . . . . . . 521 KAYS LANDING Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information HISB 10/26/06 Y NOC ON FILE, EXPIRES ON 08/28/07 _ HISB 11/15/06 Y fema/slab on file _ HISB 2/09/07 Y CO SIGN OFF: _ HISB 2/09/07 Y P&Z: MR 02.12.07 HISB 2/09/07 Y PW: MW 02.12.07 HISB 2/09/07 Y Util: RB 02.12.07 HISB 2/09/07 Y final f/s on file F3=Exit F6=Add F12=Cancel i 2/13/07 8:31:54 Bottom CITY OF SANFORD PERMIT APPLICATION Permit #: t J 1 _ / C� g (..- Job Address: • ? —/ Ay _s ..� Description of Work: 0 VV 1/�/i Historic District: Zoning: Date: �/ 02 sx, Value of Work: $ cF g!?- 0° Permit Type: Building Electrical r Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential ✓ Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership �&,, Legal Description) Owners Name & Address: a y�r �� %� s %/ Jam% < eye L* �'"'�r�� �`� �, le Phone'. Contractor Name & Address: fE//� s'?�Lcr f �/u17��� fz� AK �n� f State License Number: Phone & Fax: �4/d?.i'�' DB:t?�5�� �?�%" �'S>�' Contact Person: 4!!�e-oeSl_y �11se z Phone: Bonding Company: Address: Mortgage Leader - Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 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, stale agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of da Lien w, FS 713 Signature of Owner/Agent Date Si tur ontrac o gent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date OwnerAgent is, Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg-. Special Conditions: (Initial & Date) Zoning: Print Cont ctorrAgenr s Namc 40 i v7 S�t' �' 7 Signature or ry-State of Florida Date �ontra�ctor/ gent is V Personallyn P SOY Qor tmiotti in DD201551 Produced ID dt` Expires May 17 2007 (Initial & Date) Utilities: (Initial & Date) FD: (Initial & Date) ELEVATION CERTIFICATE OMB No. 1660-0008 Expires February 28. 2009 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and -Box No. 521 KA-y 5 LANDING 00VE City SANFORD State FL ZIP Code 32771 As. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT95 , KAYS LANDING, PHASE 2, Plat Book 69, Pages 43-44 Seminole County, Florida. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) . Residential A5. Latitude/Longitude: Lat. N/A Long. N/A Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8.. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 0 sq ft a) Square footage of attached garage 330+/ sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name —7 B3. State CITY OF SANFORD 120294 TSEMINOLE FL B4. Map/Panel Number B5. Suffix 86. FIRM Index B7. FIRM Panel B8. Flood 69. Base Flood Elevation(s) (Zone 12117CO040 E Date 04-17-1995 Effective/Revised Date 04-17-1995 Z v (s) AO, use base flood depth) X N/A nor, 1 .4• . L- - s .. .ale our 0. uie oase nooa Elevation (art) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) ipB11. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) r$12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS El OPA SECTION G - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) �-C1. Building elevations are°based on: ❑ Construction Drawings* ❑ Building Under Construction' Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items 02.a-g below according to the building diagram specified in Item AT Benchmark Utilized Local Vertical Datum NGVD 1929 Conversion/Comments None a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 3(0. `#' Erfeet ❑ meters (Puerto Rico only) AT. [I feet ❑ meters (Puerto Rico only) N ❑ feet ❑ meters (Puerto Rico only) 35 . Bleet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico. only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) secTIUN 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. l certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name RONALD W. HERR, P.L.S. License Number LS4907 Title Manager of Survey -Central Florida Region Company Name IBI Group, Inc. PLACE PGS 40107 rtmH roan ?j1-31, renruary luuti See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 921 V-"S I.ANDiN& OYL\yL City Sanford State FL ZIP Code 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Item C2.e - Heat Pump Slab Elevation z1 a7 Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A.(WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name _ Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number 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 C] meters (PR) Datum G9. BFE or, (in Zone A0) depth of flooding at the building site: [I feet ❑meters (PR) Datum Local .Cfficial's. Name; :.. Title Comhwnity .Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions November 7, 2005 City of Sanford Building Division PO Box 1788 Sanford, FL 32772-1788 To Whom It May Concern: u Re: Lot 95 — 521 Kays Landing, Sanford, FL 32771 The finished floor elevation of the structure located at 521 Kays Landing, Sanford, FL 32771, Lot 95, Kays Landing Phase 1 meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec. 6-7(a). Sincerely, CCL / IBI Consultants, Inc. a division of 1BI Group David 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 CCLABI Consultants, Inc. is a Division of IBI Group CCL CCL/IBI CONSULTRIZATIONANTS, INC.AUTH CCL ENGINEERS SURVEYORS PLANNERS IBI 2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL 33064 (954) 974-2200 POMPANO BEACH ORLANDO TAMPA A D/V/S/ON OF THE /B/ OROUP I JUPITER WWW CCL-POMPANO. C0M WWW. CCL-ORLANDO. COM A D114S/ON OF THE /B/ CROUP ENT (3 L E KAY' S LANDING PHASE 2 NA77ONAL FLOOD INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE COMMUNITY NUMBER 120294 PANEL NUMBER 12117C0040E NORTHEAST 1/4 OF SECAON 34, TOWNSHIP 19 MAP R£NS/ON 0511711995 SOUTH, RANC£ 30 EAST, SEMINOLE COUNTY, FLORIL FLOOD ZONE X BEING S 0074 40" E, AN ASSUMED MERIDIAN. ELEVA77ONS DERIVED BY S17E BENCH MARKS SUPPLIED BY THE PLAT77NG SURVEYOR. L E G E N D R= RADIUS L= ARC DISTANCE e= CENTRAL ANGLE O INDICATES 5/B" IRON ROD SET WITH NUMBER L.B. 5610 CRAP (IRC). UNLESS OTHERWISE NOTED A/C SLAB L.B. = LICENSED BUSINESS L.B. 5610 CENTERLINEDITIONER .E. PAD==POINTOFLCURVATURE L.M.E. = LAKE MAINTENANCE EASEMENT PI = POINT OF INTERSECTION U.E. = UTILITY EASEMENT F,F. FINISH FLOOR -RC = POINT OF REVERSE CURVATURE CATV. = CABLE TV FHYD. FIRE HYDRANT W.M. WATER METER L.P. =LIGHT POLE ELEC. ELECTRIC SERVICE W.V. = WATER VALVE PT = POINT OF TANGENCY 501-070 = EXISTING ELEVATION ROD & C/ L.B. 68 TL1 A /IT ., n.. l l W-I v l LJ ROD & CAP L.B. 68 LEGAL DESCRIPTION. SCALE: V = So' 1 Cl: \ A=2'41'59" \ R=325.00' \ L=15.31' 34.,4 h N&D L.B. 56h 35- 11 ;k �Z L_ V I ONE STORY RESIDENCE ,{ 521 F.F. EL. 36.42' GAR. EL. 35.81 ' 1 A LOCATION SKETCH (NOT TO SCALE) 25' \ N&O L.B. 5610 £L, 3J 79' N&D L.B. 68 .- 1 T` Cr > 1. 561 0` r -710 D 0 Z ?� a Z C o 3 M PAD 65'0 B.05610 £L. J4.22' _ 4 CAP 5 D.E. 2� .%9 L.B. 68 25• 34.61 RADIAL- 35.0 I-,_R=455.00 35.4 C2: I L=9'23'56" 0-12*4823" ;T 0,4 R=275.00' L=61.47' ti I Lot 95, Kays Landing, Phase 2, according to the Plat thereof, as recorded in Plat Book 69, at Page 43-44, of the Public Records, Seminole County, Florida. Q0 NOTES: 1. UNLESS IT 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 /S FOR INFORMA7701VAL 4, LANDS SHOWN HEREON WERE NOT ABSTRACTED BY PURPOSES ONLY AND IS NOT VALID. ADD177ONS OR DELE71ONS CCL CONSUI.7;0175,, INC FOR EASEMENTS AND OR RIGHTS - TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING OF -WAY OF RECORD. PARTY OR PAR77ES /S PROHIBITED WITHOUT WRITTEN 5. LOCATIONS ARE'L4q TTD 7`6'.1AS/BLE IMPROVEMENTS ONLY. U CONSENT OF THE SIGNING PARTY OR PARTIES. 2. 77£S ARE TO THE ABOVE GROUND FOUNDA77ON OF BUILDING. 6. THIS SURVEY DOES NOT ?EFLECT OR DETERMINE OWNERSHIP, n REVISIONS: DATE: BY: PLOT PLAN 8/17/06 JAM FOUNDATION 11/13/06 JAM FINAL 1/25/07 JAM 7. 7N1S SURVEY-'EXCEEII S 7Ne 1,a+WYUM CLOSURE ACCURACY 0 6 �rOR``A S:/TURBAN SURVEY AS REOUIR£0 /N 611317-6.003 a Z OF FLORIDA M1MMUM _TEt h/N -AL STANDARDS s -�, . W,, -HERR P.L.S. PROFESSIONAL,.SURVEY and MAPPER #4907 STATE OF FLORIDA ATE OF SUR'✓FY DRAWhI I CHECKED FIELD 1 /24/07 ''1 BY__ I JkA4 I BY RWH BOOK 704171 CITI' OFSANFORD PERMIT APPLICATION Permit 11 : Q ` 13 Fob Address:5� �YS L.0Lr-cA1 Description of Work: Historic District: Date: l2 -64-- 200Lv Il V/il. tt Yi W i m dLiCt Total Square Footage Zoniug: Value of Work: $ 6;Ico. UO Permit Type: Building Electrical Mechanical A Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS %lechanical: Residential X Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: N of Water Closets Dccupancy Type: Residential X Commercial Construction Type: it of Stories: owners Name & Address: Eno) Q- Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Galc_ Required) k of Water & Sewer Lines N of Gas Lines Plumbing Repair — Residential or Commercial Industrial # of Dwelling Units: Flood Zone: (FEh1A form required) Phone: ••.�...v %W &Tam Willi/,,' contractor Name & Addre. 0OWSW . �S .�Robert G Del to Russo State License Number: TACO 32448 'hone&Fax- Contact Person:beaIG,M Phone: 01- 33-3--2110(0S 3onding Company: kddress: Mortgage Lender- kddress: \rchitect/Engineer: Phone. kddress: Fa z: ILpplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the ssuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate rermit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR CONDITIONERS, etc. )WNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating :onstruction and zoning. WARNING TO OWNER: YOUR FAILURE- TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING -WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSUL'Tf°W1TH,YOCtR Ll/ ! jOR AN 1TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Z 40TICE: In addition to the requirements of this permit, there may be additional restrictions applicable toisproper that may found in I his county, and there may be additional permits required from other governmental entities such as water manage �ient djstri starry �gen s, or acceptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Produced ID TPROVALS: ZONING: Personally Known to Me or UTIL: FD: of St atu Co act gcq/ Date OI3ERT G. DE LO RUS8'0= Print Con factor/Agent's Name D Signature of Notary -State of Florida Date v Contractor/Agent i Personally Known to Me or Produced iD ENG: BLDG: pecial Conditions: :ev 03/2006 MIRINDA C. TURNER * I'ily C01MISSION N DD 212893 'T EXPIRES: June 14, 200'7 Bonded Thru N.-tary Public Un er.vnters Permit # : m — Job Address: Description of Work: N (g Historic District: D CITY OF SANFORD PERMIT APPLICATION . 1 1 I r1- D � .�r 1��d) 4r Dale, . Zoning: Value of Work: Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool 1 Electrical: New Service — # of AMPS a CC) . Addition/Alteration Change of Service Temporary Polev Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential X Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Adyk'ess State License Number: Phone & Far: gD t '• b%-'Cl lb0 qb I jb4j' 0q!5j Contact Person: 4)PM--TEeh%iLS. Phone 1 Oflp-g, t p(J �k—W3 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone:.. Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR 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. Accentance of nermit is verification that I will notify the owner of the property of the requirements of FlorM l ren Law, FS 713 Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date.. Owner/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: r Signature of Notary -State of F1Yoiriy " ' 15` �c State Of Florida i 9—pla S emus ni sion DD437139 Ioi v G Expre5 (i 407/2009 - Contractor/Agerrt is `—P.ersonally Known to Me or Produced ID Zoning: Utilities: (Initial & Date) FD: (Initial & Date) (Initial & Date) Permit # : ~ Z ( 3 Job Address: S ) �L CITY OF SANFORD PERMIT APPLICATION Date: 1 3 J 'o L c, F1 Description of Work: 1 �-n—b>� Historic District: Zoning: / Value of Work: S T �0 Permit Type: 'Building Electrical Mechanical Plumbing � Fire Sprinkler/.Mann Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Regyired) (J� Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets �- Plumbing Repair - Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) parcel a: (Attach Proof of Ownership & Legal Description) // Owners Name & Address: Phone: - ----- Contractor NanA0MAbWkNMM8LVWW4NQ4Q P O Bob( 1117 SAN60RQ, FLORMA W772 State License Number: C%y S I 111 , Phone & Fax: (407) 323-75:i5 Contact Person: - AVVANTA%A PLUMBING, INCH Bonding Company: Address: Ot' F*14FORD, FLORIDA 32772 1117 (407%23_7513 Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that -all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,. TANKS, and AIR CONDITIONERS, etc. 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 i.aw construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 'VOUit :''r;.';i7T0C_' 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 regt is ida Lien Law, FS 713. AP6 Signature of Owner/Agent Date Sig Contrac or Date AT _�I)L. Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State o—'f Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning- �I to MpARTHA Y. HALL Contractor/Agent ic�ersonallyKnow rti�tvi�yoc' Ublic, State of Florida _ Produced ID My Comm. exp. Feb. 1 r�2008 " Comm, No._DD 258139 Utilities: FD: (Initial & Date) (Initial & Date) (initial & Date) J o- / k 2k ,-; 4 7 ,z/ 3 CCL CCL/IBI CO S UL TAN , INC.- CCL AUTHORIZATION #LB5610 ENGINEERS SURVEYORS PLANNERS ICI 2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL POMPANO BEACH ORLANDO TAMPA 33064 (954) 974-2200 IBI A 0111S/ON OF TN£ /B/ GROUP I WWW.CCL-POMPANO.COM JUPITER WWW.CCL-ORLANDO.COM A DINS/ON OF THE /B/ GRODP E 11, T INGLE KAY' S LANDING PHASE 2 NA770MAL FLOOD INSURANCE PROGRAM BEARING BASED ON 7HE WEST LINE OF THE COMMUNITY NUMBER 120294 NORTHEAST 114 OF SECTION J4, TOWNSHIP 19 PANEL NUMBER 12117CO040E SOUTH, RANGE JO EAST, SEMINOLE COUNTY, FLOR/L MAP REVISION 05/17/1995 BEING S 00'1440- E, AN ASSUMED MERIDIAN. FLOOD ZONE X ELEVA77ONS DERIVED BY SITE BENCH MARKS SUPPLIED BY THE PLAT77NG SURVEYOR. L 6 C 6 N D L= ARCI DISTANCE A= CENTRAL ANGLE L, A/C CENTERLINE ITIONER SLAB NN U.E. = DRAINAGE EASEMENT P L.M.E. = LAKE MAINTENANCE EASEMENT P U.E. = UTILITY EASEMENT P F.F. FINISH FLOOR C FHYD = FIRE HYDRANT L, W.M. = WATER METER ff W.V. = WATER VALVE P ROO & L.B. N TE, A /I ROO & CAP L.B. 68 LEGAL DESCRIPTION. = L16tN=U MblNtSI I = SET NAIL AND DISC L.H. 5610 = POINT OF CURVATURE = POINT OF COMPOUND CURVATURE = POINT OF INTERSECTION = POINT OF REVERSE CURVATURE V. = CABLE TV = LIGHT POLE C. = ELECTRIC SERVICE = POINT OF TANGENCY = EXISTING ELEVATION SCALE: 1" = 30' LOCATION SKETCH (NOT TO SCALE) y5' \ Nd 0 L.B. 5610 EL. JJ 79' N&D L.B. 68 i/ \ r1 � Q $ Y) D 26 0\� ci z \ _ KD --i 17.4 \ O �\ \ 0 36.41' 25.9__ 1 CT� NA:D 65-0 L.B. 5610 6.40 00 d' CAP EL. 34.22' p�E. 121.79 L.B.68 25' 5 R=275.00 W RADIAL i L=45.11 4=9'23'S6" R=275.00' n T u.A L=61.47' -i A=2'41'59" \ R=325.00' 1 L=15.31' l n— y L.\/ I FOUNDA TION a p Lot 95, Kays Landing, Phase 2, according to the Plat thereof, as recorded in Plat Book 69, at Page 43-44, of the Public Records, SeminoleCounty, Florida. NOTES 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED J. PLAT AND RECORDED DIMENSIONS ARE 77-IE SAME Q0 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS AS MEASURED UNLESS OTHERWISE NOTED. DRAWING. SKETCH, PLAT OR MAP IS FOR INFORMA7701VAL 4. LANDS SAOWN'HEREON WERE NOT ABSTRACTED BY PURPOSES ONLY AND /S NOT VALID. ADD17IONS OR DELETIONS CCL CONSULTANTS, INC, FOR EASEMENTS AND OR RIGHTS - TO SURVEY MAPS OR REPORTS BY OTHER THAN 77-IE SIGNING OF-= WA ✓ CF' RE,*15." PARTY OR PAR77ES IS PROH1817E0 W1IHOUT W IrIEN 5. COCA770,NS ARE LIMH7F.0 TO VISIBLE IMPROVEMENTS ONLY. U CONSENT OF THE SIGNING PARTY OR PARTIES �.� 2. TIES ARE TO THE ABOVE GROUND FOUNDATON OF BUILDING. 6. 7741S SURVEY DOES NOT RFFLECT OR DETERMINE OWNERSHIP, o 7. TFI/S SU.4VEY EXCEF_"D5 THE. MINIMUM CLOSURE ACCURACY M O FOR A SUBURBAN SURVEY AS-'REOU/RED /N 61G17-6.003 D_ Z REVISIONS: DATE: BY: OF FLORIDA MiNIMUd TECHAYCAL STANDARDS PLOT PLAN 8/17/06 JAM FOUNDATION 11/13/06 JAM RON W. HERR P.L.S. PROFESSIONAL SURVEYOR and MAPPER #4907 STATE OF FLORIDA DATE OF SURVEY. DRAWN CHECKED FIELD 704 40 11/10/06 BY JAM 1BY DS8 BOOK 1 COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 106-75.130 DATE: 0/291,:P,1, BUILDING PERMIT NUMBER: V -d%1.'_') (CITY) COUNTY NUMBER: UNIT ADDRESS: 5_21 TRAFFIC ZONE: ARISDICTION: A CITY OF SANFORD SEC- TWP: g RNG- PARCEL: J SUBDIVISION: �,;,T R A C T 157 PLAT BOOK: LAT BOOK AGE: Y BLOCK: LOT: OWNER NAME: ADDRESS: MrrL1t_hv1 NA ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE TYPE BENEFIT DIST RATE SCHEDULE FEE UNIT DESC. RATE PER 'UNIT # & TYPE OF UNITS TOTAL DUE 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: SIGNATURE: (PLEASE PRINT NAME) DATE; � I o2% D� 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) 665-71474, PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SINGLE FAMILY BUILDING PERMIT*******,************* RECEIVE® CITY OF CANFORD PERMIT APPLICATION Permit #: I l 213 Date: 0 A9 / 0T AU G 2 J Z906 Job Address: OZ p-9 d `�0�7r�7� -*— 9 6 Description of Work: Total Square 7 F000tag�et Historic District: No Zoning: Value of Work: $ % O 21 . 00 Permit Type: Building X Electrical X Mechanical X Plumbing X Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential X Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential X Commercial Industrial f Construction Type: # of Stories: / # of Dwelling Units: / Flood Zone: (FEMA form required ) Owners Name&Address: Tousa Homes dba Engle Homes, Orlando, Inc. 11315 Corporate Blvd #250, Orlando 3.817 Phone:( 4n7) 24A-3snn Contractor Name&Address: William Colby Franks 11301 Corporate Blvd., #303, Orlando state License Number: CGC1507971 Phone& Fax: 407-249-3500/407-313-Z14 tA?P§ 7 Valerie/Ke Phone:407-249-3500 Bonding Company: N/A Address: Mortgage Lender: Address: Architect/Engineer: Residential Design Services Phone: 407-246-1 n8n 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. 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 ATTviv�u nMNE uiF OP PWCORDING YOUR NOTICE OF CO"•' METT!`EM NT i 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 requii is of lori Lie aw, FS 713. ti1a9/o Signature of Owner/Agent Date S inature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: UTIL. l D: Special Conditions: Rev 03/2006 Wiliam Colby Franks Print �Contractor/ Agen-ot's Nffame /a SUture ofNory-State of.Flor;ia Date tY. Valerie L Furrer *; *- MY COMMI9SION # DD205915 EXPIRES 9 A,;o May 25, 2007 "9;FoFF�Qe BONDEOTHRUTROYFAIN-INSURANCE,INC Contractor/Agent is Personally Known to Me or Produced ID ENG: LM TI,TI'TY IMt A.CTFUS Sw - Zc �. . 1 116, Date : 3Id" C? 10 4 I hereby name and appoint Valerie Furrer / KeKalani Vazquez of Engle Homes Orlando to be my lawful attorney in fact to act for me and apply to the Orange County Building Department for a Residential Building permit for work to be performed at a location described as: Section 34, Township 19, Range 30, Lot9s Block Subdivision: Kay's Landing Phase 2 Address of Job: ,�� / 4�z� X4-1,L" Owner of Property and Address: Engle Homes Orlando 11301 Corporate Blvd. #303 Orlando, FL 32817 And to sign my name and do all things necessary to this appointment. William Colby Franks Type or Print name of Certified Contractor Signature of Certified Contractor State of Florida County of Orange The foregoing instrument was acknowledged this c�' —= day of � 2 649, by William Colby Franks, who personally appeared before me a d acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Personally Known Produced Identification Type f Identification Signatur otary Public, State of Florida Kimberly Kaminer Print or Type Name of Notary Public (Seal) O�PFLY PG9�i Kimberly Kaminer Commission # DD425691 "� o¢ Expires May 4, 2009 8onoaC Troy Fain - Inoumnoo, Inc, 000-3E5.7018 t NO-JGt.-f " ►► Ob LOT-`_,q5 CFLANS01`fi on�SiRut'�tBN> pt"" SE Z U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8, SECTION A - PROPERTY INFORMATION A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P:O. Route and Box No. 521 KAys L4ND1NG mwe CRY 5A N FcpR b state P L A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc. L-o1 015 Kp.YS LAt" ii)1KKI , PHQSE PLAT �©0K 6 F MB,.No. 1660-0008 xpires February 28, 2009 ZIP Code A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) KE I F f_! hj N_ ---------.AS, Latitude/Longftude:-L-at. Long. Horizontal Datum: ❑ NAD 1927_--_❑ NAD 1983 A6. Attach.at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number_ A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosures) sq It a) Square footage of attached garage 330+/s ft b) No. of permanent flood openings in the crawls ace or q PP b) No, of permanent flood openings in the attached garage enclosure(s) walls within 1:0 foot above adjacent grade _ Q walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.15 _(-�p sq in c) Total net area of flood openings in A9.bsq in St(A ION 0 - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. NFIP Community Name & Community Number 62. County Name B3. State G17Y o(= SP�►-JFORD IZ02r)+ SF-/�AIr•1oL_G, F'L B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel 68. Flood 69. Base Flood Elevations) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12.N'_+L0040 E oq 13. 1,DDS o4/,�_ 1-)D5 ^I a 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Rom 69. ❑ FIS Profile ❑ FIRM ❑ Community De ined [0Other (Describe) 5`( P I_ ATT I N �( S J (Z-V p P, B11. Indicate elevation datum used for BFE in Item 139: M NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' ❑ Building Under Construction' ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Ai-A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, AR/A, AR/AE, AR(A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized j_.oGa,� _ Vertical Datumfr`aS SLIM Conversion/Comments_ NcN1 Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 3(O I PJ feet ❑ meters (Puerto Rico only) b) Top of the next higher floor N _❑ feet ❑ meters (Puerto Rico only) 0 Bottom of the lowest horizontal structural member (V Zones only) iy ZPk ._❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 5 5 .3 feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building --14 [h —❑ feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) 8 Lowest adjacent (finished) grade (LAG) A _❑ feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) ❑ feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. E -1 Check here if comments are provided on back of form. ,I .PLAC � . .. Certifier's Name R'n" lam. AV IR � 32t1 n,Jt� License Number _ Title Company Name 0 F ERE _ &A G R 5 J R�r F_`f- Address City State ZIP Code G 2-G 3 L GT \N \( &AA i LAiQI A FL. Signature Date Telephone 9 2g D!� 4o� -660 - 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. S0#0 M Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. '�1`T i 7SSt City � � p y� FL_ ZIP Code_ oi�'. S t'€��� 3 � � , 'fir, CS C:' 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 ITIENk G 2. e -; hC-,AT- Purr P S SAS E I_F VATI0 IJ Signature Date SECTION(_E__8VtCII1_NG ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information. for the following and check:the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Sectiq* Items 8 and/or 9 (see a e 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ ❑ feet Li meters El above or Fbelowthe HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ belowthe HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G -COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign,below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4: G9.) is provided for communityfloodplain management purposes. G4. Permit Number I G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building:'. ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO), depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Ccmmunity Name Telephone Signature Date Comments ,_-_ ❑ Check he, if attachments FEMA Form 81-31, February 2006 Replaces all previous editions CCL CCL/IBI CONSULTANTS, INC. AUTHORIZATION CCL #LB5610 ENGINEERS SURVEYORS PLANNERS IBI 2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL 33064 (954) 974-2200 POMPANO BEACH ORLANDO TAMPA JUPITER IBI 1 A DIVMON OF THE I& GROUP I WWW.CCL-POMPA*VO.COM WWW.CCL-ORLANDO.COM A DIVISION OF TNf /a/ CROUP NA77ONAL FLOOD INSURANCE PROGRAM COMMUNITY NUMBER 120294 PANEL NUMBER 12117CO040E MAP REVISION 0511711995 FLOOD ZONE X KAY' S LANDING PHASE 2 BEARING BASED ON THE WEST LINE OF THE NORTHEAST 114 OF SfC77oN 34, TOWNSHIP l9 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORID BEING S 0074'40" E, AN ASSUMED MERIDIAN. LEG EN D �.?t R= RADIUS L= ARC DISTANCE a CENTRAL ANGLE O INDICATES 5�8" IRON ROD SET WITH NUMBER L.B. 5610 C P (IRC), UNLESS OTHERWISE NOTED A/C = AIR CONDITIONER SLAB L.B. _ LICENSED BUSINESS N&D = SET NAIL AND DISC L.B. 5610 - _ S.CENTERLINE PC = POINT OF CURVATURE ..cr r• E. = DRAINAGE EASEMENT PCC = POINT OF COMPOUND CURVATURE L.M,E. = LAKE MAINTENANCE EASEMENT PI = POINT OF INTERSECTION U.E. = UTILITY EASEMENT PR = POINT OF REVERSE CURVATURE r _ _ F.F, FINISH FLOOR CATV. - CABLE TV FHYD. FIRE HYDRANT L,P. = LIGHT POLE nrcr r W.M. = WATER METER W.V. = WATER VALVE ELEC. = ELECTRIC SERVICE PT = POINT OF TANGENCY LOCATION SKETCH UO-10-71 = PROPOSED ELEVATION (NOT TO SCALE) / / N o_ TLJ n O c1• SCALE: 1" _ 30' 1 1 A---2*41'59" \ R=325.00' \ L=15.31' —� \0 V_ / w) w MODEL: "SPRINGFIELD' 8 N ELEVATION rn (50.00' x 65.00) o 2,687fsq.fr. z F.F. EL. 36.05' 25' o O \ Z Z O O D < . I M 25� — 5, � 34,2 �� R=275.00 L=45.11 =9'23'S6" A=12.48'23" I I R=275.00' L= 61.47' AR_£_A TAB_UL_A_770_N LOT = 7,928±SO.FT. plANS CO-N OF SANFORD NOTE: LEGAL D£SCR/PT/ON.• BUILDING WILL BE STAKED AS SHOWN W I— Lot 95, Kay's Landing, Phase 2, according to the Plat thereof, as recorded in Plat Book 69, Q0 at Page 43-44, of the Public Records, Seminole County, Florida. NOTES: (SKETCH AND LEGAL ONLY, NOT A, SL4RVEl') QD 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED 2. LAN05 SHORW4.4E'RF_ON %V,ef NOT ABSTRACTED � SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS Bi' C\ CL CONSULTANTS ;NC; FOR EASEMENTS AND DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL RIGHLS=OF-;WAY V, RECORD; PURPOSES ONLY AND /S NOT VALID. ADDITIONS OR DELETIONS 3. .DATA SHGIWN HEREON'WAS C�1lI '_ FROM OTHER V TO SURVEY MAPS OR REPORTS BY 07HER THAN THE SIGNING INSTRUMENTS A D 0�,IEE-W5T CONSTITUTE A FIELD SURVE Uj PARTY OR PARTIES is PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES AS; SUCH. 00: 6 a Z REVISIONS: DATE: BY: PLOT PLAN 8/17/06 JAM _/ BRUNO, P.S.M PROFESSIONAL SURVEYOR and MAPPER #5670 STATE OF FLORIDA DATE OF SKETCH: DRAWN CHECKED FIELD 8/17/06 BY JAM BY DMB BOOK I N/A AUG-29-2006 16:04 1-9 i too Dlvm Jo"NooN; C1rA, ASA PRQP!,RTY ApI .fSEA set+nlrlor.la;t�nrty frL 1101 E. P11mT.ST Emwuao, iL92771.1 oB8 0o7-066-75W 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 34-19-30-520.0000.0950 Number of Buildings-. 0 Owner: LO LAND ASSETS LP Depreciated Bldg Value: $0 OWNAddr: LTO LLC KAYS SPRINGS Depreciated EXFT Value: $0 Mailing Address: 220 MAIN ST STE 1150 Land Value (Market): $62,000 CIty,State,ZlpCode: IRVING CA 92614 Land Value Ag: $0 Property Address: 521 KAYS LANDING DR SANFORD 32771 Jur.Warket Value: $62,000 Subdivision Name: KAYS LANDING PHASE 2 Assessed Value (SOH): $62,000 Tex District: 51-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $62,000 Dor: 00-VACANT RESIDENTIAL Tax Estimator SALES Deed Date Book Page Amount Vacflmp Oualltled Find Comparable Sales within Ihls Subdivision Land Assess Method ILOT rem tax purposes. If you recently purc LAND Frontage Depth 0 0 is shown are NOT lased a homesteac Land Unit Units Price 1.000 62,000.00 certified values and th next 2006 Notice of Proposed Property Tax 2005 VALUE SUMMARY 2006 Tax Bill Amount: 2006 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION Land PLATS: Pick... Value LOT 95 KAYS LANDING PHASE 2 PB 69 PGS $62,000 44 _44 ore are subject to change before being finalized for ad is property tax will be based on JusWarket value. httn://www.scnatl.ore/nls/web/re weh.seminole countv tit Ie?Dar ce1=34193052000000950... 8/29/2006 I I��I i� ii� ll ��i ii �lli it ail �! � �� iii Qi Ini iii Ali li Ili 1! ICI i I��i Permit Number Parcel Identification Number Prepared by: Valerie Furrer / Kekalani Vazquez Return to: Engle Homes Orlando 11315 Corporate Blvd ste 250 Orlando,FI 32817 NOTICE OF COMMENCEMENT MARY14NW M1JRSL, LtERK OF CIRCUIT QUIRT 3EMINOLE COUNTY 8K Oi;38Pq 08=1 Qpq) CLERK'S t# 2006138698 R!411000) 08/28/ OOG W;b8-.,Ka PM REWWRIS16 FEEL; 10.00 RELMNI%'D BY T Klake f"ED COPY c,, P ' ` "" 'NE M€?RSE CLFRI( OF CIRCUIT COURT SEMINOLE, COUNTY, FLORIQA r. , BY \ ZL DEPUTY CL RK State of FLORIDA AUG 2 8 2006 County of SEMINOLE 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 # qS 5�2 2. General description of tmprovement(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 Iriterest In Property: P ►tY: Fee Simple 4. Fee Simple Title Holder (if other than owner shown above,) Name Telephone Number Address Fax Number 5. Contractor Engle Homes/Orrando Inc. Name 11315 Corporate Blvd #250 Address Orlando,Fl 32817 6. Surety (if any) Name Address 7. Lender (If any) Name N/A Address Telephone Number 407-281-4480 Fax Number 407-281-7766 Telephone Number Fax Number Amount of bond $ NIA Telephone Number Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Engle Homes/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 ifferent date is specified): Date Signed `si ature of Owner Note: er 713.13 1 , "owner 9 9 LP § ()(g) must sign ...and no one else may be permitted to sign in his or her stead." Sworn to and subscribed before me this o=day of 20 d by William Colby Franks who Is X personally known to me OR produced as identification. Signature of Notary (notarial seal to tappear -below) Valerie L Furrer Form Revised: 12100 for 19r to 20_ MY CQMMI�SION # DD205915 EXPIRES =ra= May 25, 2007 °•',;e'•••'o?� ANCE, !NC p,ONDED TNP.0 TROY PAIN INSUP, of .• FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: SPRINGFIELD Builder: ENGLE HOMES Address: '5 / 16 )01_ J Permitting Office: %ArwFr M City, State: Permit Number: ()-1 -a) 'oj Owner: Jurisdiction Number: (0q fSbo Climate Zone: entrai 1. New construction or existing New _ 2. Single family or multi -family Single family 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 4 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 2125 ft2 7. Glass type and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default)389.0 ft' _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)389.0 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 217.0(p) ft b. N/A _ c. N/A _ 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1617.8 ft' _ b. Frame, Wood, Adjacent R=11.0, 282.0 ft' c. N/A _ d. N/A _ e. N/A _ 10. Ceiling types _ a. Under Attic R=30.0, 2131.5 ft' b. Under Attic R=30.0, 183.0 ft2 _ 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) Glass/Floor Area: 0.18 Total as -built points: 28521 PASS Total base points: 31444 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. `y 2 PREPARED BY: ' DATE: I hereby certify that this building, as designed, is in compliance with the Floriddaa]Eergy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before`construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.0) Cap: 48.0 kBtu/hr _ SEER: 14.00 Cap: 48.0 kBtu/hr _ HSPF: 7.70 Cap: 50.0 gallons _ EF: 0.90 _ y�o� TxE s yrgT�o� �YC0 WE FORM 60OA-2004 EnergyGauge® 4.0 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 2125.0 25.78 9860.9 Single, Clear E 1.0 9.0 32.0 63.97 0.99 2034.1 Single, Clear SE 12.0 11.0 22.0 61.07 0.50 666.5 Single, Clear W 1.0 9.0 39.0 57.68 0.99 2236.1 Single, Clear W 8.0 16.0 24.0 57.68 0.74 1022.6 Single, Clear N 1.0 9.0 16.0 30.19 0.99 479.7 Single, Clear W 1.0 4.0 18.0 57.68 0.92 950.3 Single, Clear W 8.0 15.0 8.0 57.68 0.72 332.7 Single, Clear E 8.0 7.0 9.0 63.97 0.49 284.7 Single, Clear E 10.0 11.0 16.0 63.97 0.55 565.9 Single, Clear E 10.0 11.0 44.0 63.97 0.55 1556.2 Single, Clear E 10.0 3.0 16.0 63.97 0.36 371.5 Single, Clear W 8.0 12.0 16.0 57.68. 0.65 598.7 Single, Clear S 1.0 6.0 16.0 48.22 . 0.94 728.4 Single, Clear S 1.0 7.0 16.0 48.22 0.97 748.8 Single, Clear S 1.0 5.0 9.0 48.22 0.92 397.6 Single, Clear E 1.0 9.0 46.0 63.97 0.99 2924.0 Single, Clear NE 20.0 12.0 42.0 47.10 0.50 984.1 As -Built Total: 389.0 16882.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 282.0 0.70 197.4 Concrete, Int Insul, Exterior 4.1 1617.8 1.18 1909.0 Exterior 1617.8 1.90 3073.8 Frame, Wood, Adjacent 11.0 282.0 0.70 197.4 Base Total: 1899.8 3271.2 As -Built Total: 1899.8 2106.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 0.0 0.00 0.0 Base Total: 18.0 28.8 As -Built Total: 18.0 28.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2131.5 2.13 4540.1 Under Attic 30.0 2131.5 2.13 X 1.00 4540.1 Under Attic 30.0 183.0 2.13 X 1.00 389.8 IL -Base Total: 2131.5 4540.1 As -Built Total: 2314.5 4929.9 EnergyGauge@ DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 217.0(p) -31.8-6900.6 Slab -On -Grade Edge Insulation 0.0 217.0(p -31.90 -6922.3 Raised 0.0 0.00 0.0 Base Total: -6900.6 As -Built Total: 217.0 -6922.3 INFILTRATION Area X BSPM = Points Area X SPM = Points 2125.0 14.31 30408.8 2125.0 14.31 30408.8 Summer Base Points: 41209.1 Summer As -Built Points: 47433.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 48000 btuh ,SEER/EFF(14.0) Ducts: Unc(S),Unc(R),Int(AH),R6.0(INS) 41209.1 0.4266 17579.8 47434 1.00 47433.6 1.00 (1.09 x 1.150 x 0.85) 0.244 1.069 0.244 1.000 1.000 12348.3 12348.3 EnergyGauge'n' DCA Form 60OA-2004 EnergyGaugeO/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2125.0 5.86 2241.5 Single, Clear E 1.0 9.0 32.0 12.37 1.00 397.6 Single, Clear SE 12.0 11.0 22.0 10.59 1.54 359.2 Single, Clear W 1.0 9.0 39.0 13.25 1.00 516.3 Single, Clear W 8.0 16.0 24.0 13.25. 1.04 331.8 Single, Clear N 1.0 9.0 16.0 15.07 1.00 240.7 Single, Clear W 1.0 4.0 18.0 13.25 1.01 241.0 Single, Clear W 8.0 15.0 8.0 13.25 1.05 111.0 Single, Clear E 8.0 7.0 9.0 12.37 1.19 132.4 Single, Clear E 10.0 11.0 16.0 12.37 1.15 226.9 Single, Clear E 10.0 11.0 44.0 12.37 1.15 624.0 Single, Clear E 10.0 3.0 16.0 12.37 1.32 261.2 Single, Clear W 8.0 12.0 16.0 13.25 1.06 225.2 Single, Clear S 1.0 6.0 16.0 9.90 1.01 159.7 Single, Clear S 1.0 7.0 16.0 9.90 1.00 158.4 Single, Clear S 1.0 5.0 9.0 9.90 1.02 91.1 Single, Clear E 1.0 9.0 46.0 12.37 1.00 571.5 Single, Clear NE 20.0 12.0 42.0 14.70 1.00 617.9 As -Built Total: 389.0 5265.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 282.0 1.80 507.6 Concrete, Int Insul, Exterior 4.1 1617.8 3.31 5346.8 Exterior 1617.8 2.00 3235.6 Frame, Wood, Adjacent 11.0 282.0 1.80 507.6 Base Total: 1899.8 3743.2 As -Built Total: 1899.8 5854.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 0.0 0.00 0.0 Base Total: 18.0 72.0 As -Built Total: 18.0 72.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2131.5 0.64 1364.2 Under Attic 30.0 2131.5 0.64 X 1.00 1364.2 Under Attic 30.0 183.0 0.64 X 1.00 117.1 Base Total: 2131.5 1364.2 As -Built Total: 2314.5 1481.3 EnergyGauge® DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 217.0(p) -1.9 -412.3 Slab -On -Grade Edge Insulation 0.0 217.0(p 2.50 542.5 Raised 0.0 0.00 0.0 Base Total: -412.3 As -Built Total: 217.0 542.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 2125.0 -0.28 -595.0 2125.0 -0.28 -595.0 Winter Base Points: 6413.5 Winter As -Built Points: 12621.1 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 48000 btuh ,EFF(7.7) Ducts: Unc(S), Unc(R), Int(AH), R6.0 12621.1 1.000 (1.078 x 1.160 x 0.87) 0.443 1.000 6114.1 6413.5 0.6274 4023.8 12621.1 1.00 1.093 0.443 1.000 6114.1 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2460.00 9840.0 50.0 0.90 4 1.00 2514.67 1.00 10058.7 As -Built Total: 10058.7 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 17580 4024 9840 31444 1 12348 6114 10059 28521 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge&FORES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavi ty between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked ci breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 1 Se arate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. 11 Common ceiling & floors R-11. EnergyGaugel" DCA Form 60OA-2004 EnergyGauge@/FlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.6 The higher the score, the more efficient the home. 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 2125 ft' 7. Glass typel and area: (Label reqd. _ by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default)3 8 9. Oft' b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)389.0 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 217.0(p) ft _ b. N/A _ c. N/A 9. Wall types _ a. Concrete, Int Insul, Exterior R=4.1, 1617.8 ft' _ b. Frame, Wood, Adjacent R=11.0, 282.0 ft' c. N/A _ d. N/A _ _ e. N/A _ 10. Ceiling types a. Under Attic R=30.0, 2131.5 ft' _ b. Under Attic R=30.0, 183.0 ft' _ c. N/A _ 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft _ b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 48.0 kBtu/hr _ SEER: 14.00 Cap: 48.0 kBtu/hr _ HSPF: 7.70 Cap: 50.0 gallons EF: 0.90 04 -VIiE S74 pi 2 a :? F \.._ • • _. 190_ *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 Tudesignation), 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 85014874824. I Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output onpages 2&4. EnergyGauge® (Version: FLRCSB v4.0) PROJECT SUMMARY ;, _5A a Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: SPRINGFIELD 2125 02.13.03 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Notes: Weather. Orlando AP, FL, US Winter Design Conditions Heating Summary Summer Design Conditions 38 °F Outside db 70 °F Inside db 32 °F Design TD Daily range Relative humidity Moisture difference Building heat loss 44762 Btuh Ventilation air 0 cfm VDesiitigntion air Btuh heat load 44762 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Area ft Hea g Coo92g Volume (f:3) 22722 22722 Air cha es/hour 0.70 0.40 Equiv. AVF (dm) 265 151 Heating Equipment Summary Make LE NOX Trade Model Efficiency Heating input Heating OLdput Temperature rise Actual airflow Air flow factor Static pressure Space hermostat 0 Btuh @ 47-F 0 °F 1600 cfm 0.036 cm/Btuh 0.40 in H2O 93 °F 75 °F 18 °F M 50 % 43 grAb Sensible Cooling Equipment Load Sizing Structure 35127 Btuh Ventilation 990 Btuh Design temperature swing 3.0 °F Use MIg. data y Rate/swing multiplier 1.00 Total sens. equip. bad 36117 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 4467 Btuh Total latent equip. bad 7322 Btuh Total equipment load 43439 Btuh 3.8 Req. total capacity at 0.80 SHR ton Cooling Equipment Summary Make LENNOX Trade Cond Coil Efficiency 14 EER Sensible cooling 37600 Btuh Latent cooling 9400 Btuh Total coding 47000 Btuh Actual airflow 1600 cfm Air flow factor 0.046 cftTvEMh Static pressure 0.40 in H2O Load sensible heat ratio 83 % Bold/italic values have been manually overridden Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. wr14ghtsoft Right -Suite Residential 5.5.17 RSR32731 2006-Jun-20 10:54:35 ACCK E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: SPPJNGFIELD 2125 02.13.03 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22722 ft3 x 0.0167 = 265 cfm 2 Winter infiltration load 1.1 x265 cfm x 32 °F WinterTD = 9331 Btuh 3. Winter infiltration HTM 9331 Btuh / 407 ft2 Total window = 22.9 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22722 ft3 x 0.0167 = 151 cfm 2 Summer infiltration bad 1.1 x 151 cfm x 18 °F SumrnerTD = 2999 Btuh 3. Summer infiltration HTM 2999 Btuh / 407 ft2 Total window = 7.4 Btuh//ft22 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grAb moist.d'Iff, x 151 cfm = 4467 Btuh rroceaure u - tquipment sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F SummarTD = 990 Btuh Sensible load for structure (Line 19) + 35127 Btuh Sum of ventilation and structure bads = 36117 Btuh Rating and temperature swing multiplier x Equipment load = 1.00 36117 Btuh sizing - sensible 2. Latent sizing bad Latent ventilation load 0.68 x 50 cfm vent. x 43 grAb moist.d'Iff. = 1474 Btuh Internal bads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 4467 Btuh Equipment sizing load - latent = 7322 Btuh `Construction Quality is: a No. of Fireplaces is: 0 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential 5.5.17 RSR32731 2006-Jun-20 10:54:35 A--Ck E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rsr Page 1 For: ENGLE HOMES External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.17 / 0.17 in H2O 0.872 in/100ft 1600 cfm 39 ft Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.17 / 0.17 in H2O 0.872 in/100ft 1600 cfm Supp1j%Bra»ch Detail Tabie; r Name Design (Btuh) Htg (cfm) Clg (cfm) Design FIR Diam (in) Rect Size (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk NOOKIKITCHEN c 3813 165 174 0.895 7 Ox 0 VIFx 38.0 0.0 2 NOOKMITCHEN-A h 2702 97 91 1.097 6 Ox 0 VIFx 31.0 0.0 2 DIN/LIV/FOY-A c 5450 211 248 1.097 9 Ox 0 VIFx 31.0 0.0 2 -DIN/LIV/FOY c 5450 211 248 0.872 9 Ox 0 VIFx 39.0 0.0 2 FAMILY -A c 2854 115 130 3.400 6 0x 0 VIFx 10.0 0.0 FAMILY c 2854 115 130 '2.429 6 Ox 0 Vlfx 14.0 0.0 BATH2 c 156 4 7 2.429 4 Ox 0 VIFx 14.0 0.0 BDRM4 h 2124 76 68 1.417 5 Ox 0 VIFx 24.0 0.0 1 LAUN c 1208 43 55 1.417 4 Ox 0 VIFx 24.0 0.0 1 BDRM3 h 2917 104 52 1.259 6 Ox 0 VIFx 27.0 0.0 1 BDRM2 h 2015 72 46 2.429 5 Ox 0 VIFx 14.0 0.0 MSTR.BATH/WIC h 1518 54 38 2.429 4 Ox 0 VIFx 14.0 0.0 MSTR:BR-A h 4646 166 156 2.429 7 Ox 0 VIFx 14.0 0.0 MSTR.BR h 4646 166 156 1.478 7 Ox 0 VIFx 23.0 0.0 Su -Trunk Detair", abl , Pp.Y m - �. Trunk Htg Clg Design Veloc Diam Rect Duct Duct Name Type (cfm) (cfm) FIR (fpm) (in) Size (in) Material Trunk 1 Peak AVF 223 175 1.259 640 8 0 x 0 VinlFlx 2 Peak AVF 684 761 0.872 545 16 0 x 0 VinlFlx wrjgtjtsoft Right -Suite Residential 5.5.17 RSR26014 2006-Feb-28 10:25:15 �� E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rsr Page 1 DUCT TREE DIAGRAM Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: SPRINGFIELD 2125 02.13.03 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: ENGLE HOMES HEPI kHlhg CCmmifig External ftfiirrtemswm: 0.40 in H2O 0.40 in H2O Pressure Icss: 0.06 in H2O 0.06 in H2O Available @kdirpmmum: 0.34 in H2O 0.34 in H2O S /RB1ern available pressure 0.17 / 0.17 in H2O 0.17 / 0.17 in H2O AcWeWVBjon rate 0.872 in/100ft 0.872 in/100ft Actual air flow 1600 cfm 1600 cfm Total Eifeciive leag#hh(T14): 39 ft Attn: lines indicate branches and trunks, numbers indicate AVF's SUPPLY TRUNKS AND BRANCHES - SCHEMATIC TREE DIAGRAM BDRM4 --68. 1 175. — LAUN —55. BDRM3 —51. NOOK/KITCH —173. NOOK/KITCH —91. DIN/LIV/FO --248. DIN/LIV/FO —248. FAMILY -A —130. < —NO TRUNK FAMILY —130. < —NO TRUNK BATH2 —7. < --NO TRUNK BDRM2 46. < —NO TRUNK MSTR.BATH/ —37. < —NO TRUNK MSTR.BR-A —156. < —NO TRUNK MSTR.BR —156. < —NO TRUNK RETURN TRUNKS AND BRANCHES 761. — ,,- wreghtsoft Right -Suite Residential5.5.17 RSR26014 2006-Feb28 10:25:15 ACCK E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rsr Page 1 RIGHT-j WORKSHEET , Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: SPRINGFIELD 2125 02.13.03 109_COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 NW -*"-J: /n to 1 Naneofrare Erne Hale NOOKICTCHEN DINIJViFOY FAMILY 2 Lerlgtrl of eposed war 217.0 ft 41.0 ft 48.0 ft 14.0 ft 3 Room dr ys 13.0 x 22.0 ft 18D x 23.0 ft 18.5 x 18.0 it 4 Ceiings C -& Option 10.7 ft heapmol d 120 ft heatwd 120 ft heabbod 120 ftl heatkod TYPE CF I CST HTM Arm Load (Ekh) Arm Load (Blt1) Area Load W) Arm Load Puh) D(POSLIRE NO. Hlg Clg OF) mg I Clg (W) Htg Clg (ft') Htg I Clg W) Htg Clg 5 Gross a 14B 4.6 2.1 2J07 "" - 4m - - 576 - - 1 - - b 13C 32 12 300 '"" 0 - - 0 - "" - - Ovals and c 12C 2.9 1.9 0 - - 0 - - 0 "" - - perti6orS d 0.0 0.0 0 - - 0 - - 0 - "" - - e 0.0 0.0 0 "" - 0 - - 0 - - f 0.0 0.0 0 - - 0 - - 0 - - 6 Vllc and a I 37.0 " 241 8907 - 32 1183 - 74 2735 - a 1183 glass doors b 8C 37.0 " 0 0 0 0- 0 0- 0 Heating c 9C 38.7 - 132 5111 22 852 - 24 929 - 1704 d 1C 37.0 " 16 591 - 0 0 - 16 591 "" 0 e 0.0 - 0 0- 0 0 �- 0 0 "" 1 0 --� f 0.0 " 0 0- 0 0- 0 0- 0 7 V*dwsand North 24.7 135 - 3341 m - 647 23 - 543 1377 lass doors NEMW 39.4 42 - 1� 0 - 0 0 - 0 - 0 Lming ENV 63.6 275 "" 13027 32 - 1741 91 - 6G i 1290 SESW 0.0 0- 0 0- 0 0- 0 - 0 South 30A 7 - 214 0 - 0 0- 0 - 0 Horz 0.0 0- 0 0- 0 0- 0 - 0 8 Orher doors a 11A 18.9 127 18 340 ZN 0 0 0 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1618 7455 3331 438 2018 902 462 2129 951 424 189 e�osed b 13C 32 12 282 8BB 330 0 0 0 0 0 0 c 0 0 Ovals and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 partitiore d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 1EG 1.1 1.4 2132 Z51 2954 286 302 396 414 437 574 333 352 462 b 16G 1.1 1A 183 193 254 0 0 0 49 52 68 8 93 122 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 217 5E25 0 41 1013 0 48 1244 0 1 363 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 periteter c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 is displ. d . 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 229 7.4 407 9331 29M 54 123B 398 114 X14 840 7E 1742 560 13 Slblatalbss=6+8.+11+12 - 40833 - - 6666 - 10731 "" 58M - Less exlornal heatrg - 0 - - 0 "" - 0 "" 0 - Less trartsfer - 0 - - 0 "" - 0 "" 0 - Heating redistribution - 0 - - 0 "" - 0 ""' "" 0 - 14 Dud loss 10°/ 4069 - 10'/ EW "" 101 1073 "" 10' S86 - 15 Total loss =13+14 - 44762 - - 7321 "" - 118D4 6446 " 16 InL gaire: People @ 300 6 - 1800 0 - 0 1 - 300 4"" 1230 Appl. @ 1200 2 - 1800 1 - 1200 0 - 0 c"" 0 17 SLbbt RSH gah=7+8. +12+16 "" "" 31934 5284 "" "" 9910 "" ""' 5190 Less exloirnl cooling - - 0 "' - 0 "" - 0 "" "" 0 Less transfer - - 0 "" "" 0 "" - 0 "" ""' 0 Coofngredistribuboin "' 0 "" 0 "" "" 0 "" 0 18 Dud gain 10°/ "" 3193 10'/ - Em To - 991 10. '"" 519 19 Total RSH g&F-(17+18)*PLF 1 m - 35127 1.00 - 5812 1 co - 10901 100 "" 5708 2T Air required (dm) 1600 1600 - Zfi2 B5 - 422 497 230 260 Pdntout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�J"r-sOfC Right -Suite Residential 5.5.17 RSR32731 2006-Jun-20 10:54:35 '�� E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rsr Page 1 RIGHT-J WORKSHEET 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: SPRINGFIELD 2125 02.13.03 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Naneofmorn BATH2 BDRW LAL1N BDRM3 2 141 Length of eposed wal 0.0 ft 15.0 ft 6.0 ft 26.0 ft 3 Room d nerw s 17.0 x 6.0 ft 11.5 x 13.0 ft 6.0 x 11.0 ft 15.0 x 11.0 ft Ceiings Co-& Option 9.4 fti h V 9A ft heaVcnd 9.4 It 1 9.4 ft heaftol TYPE OF I CSf1 HTM Arm Loa1(13tih) Arm Load (Bli h) Area Load (Bhtn) Arm Load (Bhin) E�06URE NO. HtgI Clg (ft') Htg I CIg (ft') Htg Clg (ft') Htg I Clg (ft') Htg I Clg 5 Goss a 14B 4.6 2.1 0 - - 38 - - 0 - 1 - - Eposed b 13C 32 12 0 - - 103 - - 56 - "" 141 - - wals and c 12C 2.9 1.9 0 - - 0 - - 0 - "" - parbors d 0.0 0.0 0 - - 0 - - 0 - - - e 0.0 0.0 0 - - 0 - - 0 - „» f 0.0 0.0 0 - - 0 - - 0 - - Z 6 Wrxirrad a 1C 37.0 " 0 0 - 16 Elm- 0 0 - 1 591 - glass doors b 8C 37.0 " 0 0- 0 0- 0 0- 0- wig c 9C 38.7 " 0 0 - 0 0- 0 0- 0- d 1 C 37.0 0 0 0 0 ""' 0 0 ""' 0 e 0.0 0 0 0 0 0 0 C 0 f 0.0 0 0 0 0 "" 0 0 "" 0 7 1Nrd:ivs and North 24.7 0- 0 0- 0 0 - 0 1 - 287 glass doors NEMW 39.4 0- 0 0 - 0 0 - 0 - 0 Cooing ENV 63.6 0 - 0 16 - 870 0 - 0 0 SErSW 0.0 0 `" 0 0 "" 0 0- 0 - 0 Sash 30A 0 "" 0 0 "" 0 0- 0 - 58 Horz 0.0 0 "" 0 0 "" 0 0 - 0 - 0 8 Other door, a 11A 18.9 127 0 0 0 0 0 0 18 340 229 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 22 101 45 0 0 0 401 179 eked b 13C 32 12 0 0 0 103 224 121 38 120 44 141 444 165 vvals and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1A 102 106 141 150 158 277 66 70 91 1 174 2290 b 16G 1.1 1.4 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 15 389 0 6 151 0 674 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 perirre>Er c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 C 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 C 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 C 0 0 12 Infiltration a 229 7.4 0 0 0 16 387 118 18 413 133 1 367 118 13 Stbldalloss=6+8_+11+12 "" 108 - - 1931 - - 1097 - - 2551 - Less adartal hmtirg 0 - - 0 - - 0 - - 0 - Less transfer "' 0 - - 0 - - 0 - - 0 - Heating redistribution "' 0 - - 0 "" - 0 - - 0 - 14 Duct loss 10% 11 - 10°/ 193 - 10° 110 - 101 15 Total loss =13+14 "" 118 "" I - 2124 - - 1207 - - 2917 16 Int. gains: People @ 300 0 ""` 0 0 - 0 0 0 C- 0 Appl. @ 12DD 0 "" 0 0 "" 0 1 BDO C0 17 SZbla RSH gkF7+8. +12+16 "" "" 141 - "" 1361 - "' 1098 - "" 1036 Less external 000fng 0 - "" 0 - 0 "" "" 0 Less hansfer 0 - "" 0 "" "" 0 "" 0 Cooling redistribution - "" 0 - "" 0 "" "" () "" "" 0 18 Duct gain 101/ '"" 14 10'/ - 135 10°/ "" 110 1(°/ 104 19 Total RSH gain=(17+1BrPLF 1.00 "" 156 1.00 - 1497 1.00 "" 120B 100 "" 1140 2D Air required (rim) "" 4 7 "" 76 68 - 43 55 "" 104 52 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr rrgF tltsO�t Right -Suite Residential 5.5.17 RSR32731 2006-Jun-20 10:54:35 �� E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: SPRINGFIELD 2125 02.13.03 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 rvvavjpLu: in= 1 Namofmorn BDRM2 MSTRBATHM MSfRBR 2 Lerxpl do�oead Oval 11.0 ft 10.0 ft 46.0 ft 3 Roomd14.11- 16.0x 11.0ft 18.0x 10.0ft 20.0x 13.0ft 4 Ceiings Condit. Option 9A ft heaVmol 9A ft heaYmd 9.4 ft good TYPE CF I CSr H M Arm Lead (Btuh) Area Load (Btuh) Area Load (B1h) Area E030SUREE NO. Htg Clg (ft') Ftg I Cig (ft') Htg Clg (ft') Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 103 - - 94 - a - - - - 6�osed b 13C 32 12 0 - - 0 - 0 vas and c 12C 2.9 1.9 0 - - 0 ""' ""' 0 partitions d 0.0 0.0 0 - - 0 0 e 0.0 0.0 0 - 0 "" „" 0 f 0.0 0.0 0 - - 0 "" 0 6 VWxk3Asad a 1C 37.0 " 16 591 - 9 333 - 46 1700 glass doors b 8C 37.0 " 0 0- 0 0- 0 0 Hmtng c 9C 38.7 " 0 0 - 0 0 - 42 1626 d 1C 37.0 " 0 0- 0 0- 0 0 e 0.0 0 0- 0 0 - 0 0 f 0.0 " 0 0- 0 0- 0 0 7 V*d3Arsad North 24.7 11 - 222 9 "" 215 0 "" 0 " glass doors NEMVV 39.4 0 - 0 0 "" 0 42 "" 1655 C-ling EW 63.6 0 - 0 0 "" 0 46 "" 25M SESN 0.0 0- 0 0 "" 0 0 0 Souls 30A 5- 155 0 "' 0 0 0 Horz 0.0 0 - 0 0 "" 0 0 ""' 0 8 Olfterdoors a 11A 18.9 127 0 0 0 0 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 87 403 180 85 392 175 344 1597 709 OPOSed b 13C 32 12 0 0 0 0 0 0 0 0 0 Ovals and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 pertitiors d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 160 1.1 1.4 176 186 244 180 190 249 260 275 39D b 16G 1.1 1 A 0 0 0 0 0 0 46 49 64 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 11 285 0 10 259 0 46 1192 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 P-10 r c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floorS) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 infiltration a 229 7A 161 3137 1181 9 206 66 88 2D18 648 13 Sublotalbss=6+8.+11+12 - 1832 - - 1390 - - 8446 •• •» ,,,, Less external heating - 0 - - 0 - - 0 •• ,•» Lesstiansfer - 0 - - 0 • •• •,• 0 »» ••» Heating redstrbrtion - 0 - - 0 ,•• • •• 0 • •• »• ,,,• 14 Duct loss 10°/ 183 - 10% 138 10° 845 ° 15 Total loss =13+14 - 20151- - 1518 "" 9291 16 ft gars: People @ 300 0 - 0 0 "" 0 1 - 300 Appl. @ 1200 0 0 0 0 0 0 17 SubkR RSH gairF7+8_+12+16 »» • •, 919 ,• ••» 755 •,•• •••• 6239 ••» •,• Less external cooing "" "" 0 "" 0 "" "" 0 Less transfer «« ••,• 0 •• •••• 0 ,••• • • 0 «,• ,»• Cooing redsfrhutian - ,••• 0 •••• •••• 0 •••• ••• 0 ••• • •• 18 Duct gain 101/1 - 92 10°/ "" 76 101 - C24 19 Total RSH gam=(17+18pPLF 1.00 - 1011 1.00 "" 831 100 - 6863 20 Air required (dm) "" 72 46 - 54 38 - 332 313 PnnbLA Cel�ifled by ACCA to meet all requirements of Manual J 7th Ed. wrrrghtsoR Right -Suite Residential 5.5.17 RSR32731 2006-Jun-20 10:54:35 ACC'N E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rsr Page 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: SPRINGFIELD 2125 02.13.03 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R NOOK/KITCHEN a n e a c n 0 d 1 1 90 1.0 1.0 4.0 &0 54.4 32.0 0.0 C n se a c n 0 n 1 1 90 1.0 12.0 3.0 8.0 76.4 22.0 22.0 DIN/LIV/FOY a n w a c n 0 d 1 1 90 1.0 1.0 3.0 6.0 54.4 39.0. 0.0 a n w a C n 0 n 1 1 90 1.0 1.0 1.0 3.0 87.4 18.0 0.0 a n w a C n 0 n 1 1 90 1.0 8.0 7.0 8.0 87.4 8.0 0.0 a n e a c n 0 n 1 1 90 1.0 8.0 5.0 2.0 87.4 9.0 7.4 c n w a C n 0 n 1 1 90 1.0 8.0 8.0 8.0 87.4 24.0 0.0 d n n a c n 0 d 1 1 90 1.0 1.0 4.0 5.0 20.4 16.0 0.0 FAMILY a n e a c n 0 n 1 1 90 1.0 10.0 3.0 8.0 87.4 16.0 10.6 a n e a c n 0 n 1 1 90 1.0 10.0 1.0 2.0 87.4 16.0 16.0 c n e a c n 0 d 1 1 90 1.0 10.0 3.0 8.0 54.4 44.0 29.1 BATH2 BDRM4 a n w a c n 0 d 1 1 90 1.0 8.0 7.0 5.0 54.4 16.0 0.0 LAUN BDRM3 a n S a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 16.0 14.1 BDRM2 a n S a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 16.0 10.9 MSTR.BATH/WIC a n S a c n 0 n 1 1 90 1.0 1.0 1.0 4.0 46.4 9.0 9.0 MSTR.BR a n e a C n 0 d 1 1 90 1.0 1.0 4.0 5.0 54.4 46.0 0.0 c n re a C n 0 d 1 1 90 1.0 20.0 4.0 8.0 39.4 42.0 0.0 ti wngF-rtsoft Right -Suite Residential 5.5.17 RSR32731 2006-Jun-20 10:54:35 AGCA E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rsr Page 1 10']A' 7w 7'7' . E=6 4'4• 4 •4'� et in ahul rd _ AREA CALCULATI❑NS CL 1' Undercut t,o entry door if o transfer/bypass system is used instead of a dire=-t return. k; auc-t. to w%`o.r. Nutor s E 9 i<.i1B 4 2vA` A, L".B BY BLDP' `!N e' F PD4 'WALL Must have a r0nlrun clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. CCL CCL/IBI CONSULTANTS., INC.AUTHORIZATION CCL ENGINEERS SURVEYORS PLANNERS IB I 2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL 33064 (954) 974-2200 POMPANO BEACH ORLANDO TAMPA JUPITER A D/WS/aN Or THE /B/ GROUP I WWW.CCL-POA/PANO.COM WWW.CCL-ORIANDO.COM A DIVISION or THE /B/ GROUP ENGLEKAY'S LANDING PHASE 2 NATIONAL FL000 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, FLORIC MAP REVISION 05117IY995 BEING S 0074'40" E. AN ASSUMED MERIDIAN. FLOOD ZONE X L E G E N D R= RADIUS L= ARC DISTANCE A = CENTRAL ANGLE A/C = AIR CONDITIONER SLAB CENTERLINE E. - DRAINAGE EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT U.E. = UTILITY EASEMENT F.F. FINISH FLOOR FHYD = FIRE HYDRANT W.M. = WATER METER W.V. = WATER VALVE =C' A /IT .. n.. O INDICATES 5Z8" IRON ROD SET WITH NUMBER L.B. 5610 C P (IRC UNLESS OTHERWISE NOTED L.B. _ LICENSED BUSILESS N&D = SET NAIL AND DISC L.B. 5610 PC = POINT OF CURVATURE PCC - POINT OF COMPOUND CURVATURE PI - POINT OF INTERSECTION PRC = POINT OF REVERSE CURVATURE CATV. = CABLE TV L.P. = LIGHT POLE ELEC. ELECTRIC SERVICE =PONOFNGECY 01-0-01 = PROPOSED ELEVATION 2 7.3 35.0 / J / A 27.94 w A 7.01 m � tJ 0 1 1 31.63' � N SCALE: V = 30' 1 A--2'41'59" \ R=325.00' \ L=15.31' / n-r 0': L.v l �» t 200 / / W` W / c 2g9�� MODEL: "SPRINGFIELD' `d N o ELEVATION o• (50.00' x 65.00) �d 2, 6B7f sq. ft. i �a F.F. EL. 36.05' 65 00 W 40 5' oE 121- 25, LOCATION SKETCH (NOT TO SCALE) to > o Z Z^ v , 25' R=275.00 },J ` I L=45. 11 =9'23'56" d=1248'23" I I R=275.00' / nv A L=61.47' v/ L . r .1®E AR_£_A_ TABULA 170N LOT = 7,928.*S0.FT, �O NOTE: LEGAL DESCRIPTION. • BUILDING WILL BE STAKED AS SHOWN Lot 95, Kays Landing, Phase 2, according to the Plot thereof, as recorded in Plat Book 69, at Page 43-44, of the Public Records, Seminole County, Florida. NO TES.- (SKETCH AND LECAL ONLY, NOT A SURVEY) I. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED 2. LANDS SHOWN HERCON WERE NOT ABSTRACTED SEAL OF A FLORIDA LICENSED SURVEYOR,AND MAPPER THIS BY CCL 'CONSCIE (ANTS INC. FOR EASEMENTS AND DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL RIGHTS- 09=•WAY ,- )?EGO.RD, PURPOSES ONLY AND /S NOT VALID. ADDITIONS OR DELETIONS 3. DA?a 5filOWN HEREON WAS C Nk FROM OTHER TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING /NSTRU!A£iJTy A'ril0 D ;NGT .I UNSTITUIF A FIELD PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN AS SUCH. CONSENT OF THE SIGNING PARTY OR PARTIES REVISIONS: DATE: BY: PLOT PLAN 8/17/O6 C 6 az __Q"PD-;.:BR_ ENO, P.S.M )ROFESSIONAL.SURVE.Y'01,and MAPPER #5670 STATE OF FLORIDA TE OF SKETCH: DRAWN CHECKED FIELD 8/17/06 I BY JAM BY DMB BOOK NIA t t 0 kf�ldge° PRO430"' �''Sophis�tcated�®esign'& aO 71— TE - _ v Dimensronal .P.erformance The ututed c•olo Llends,'artcl Subtle �f '4shado6; featui'e(i to Odhitd;esPPO 30. 'shtn^I'es add delit h andiiimension -to Iouriioux - 1 !Ti o asllh It ,hu Alt s %c itl z roua Fiberlas ma[ 0. COW are bonrlc cl logethe" r and c-6vered in,.colorful; i- ,.� clot thleu1-race p tnFrfe,.' M..,r t,i ®Oakritl�e PP,Q:;(1 "AR'sliin,les can-% a,separate' U�te'P,e,t,ianlc LnuitedIt t arirx P _z "• all tear limiteil a u-raiit� ® Durable weathering grade asplialt composition. - - - _ tnanceue'Ianuted'-t�arran hel' �! 0 �'ptt <��ind P, i - ensure peifor't3' ., Claris [ L Fire Patina the industr s highek mtilia V* v$. .A.: ® Enhanced warranty piorection and e e extended hetiuct of non -prorated Tnt Pkbtec-64 66iage of'10 years vwith LL LnurteillCailuir<teutcltana,e no� Pin: optionalg - s b� ®w n Q.e:4 ., The -><r ch i teetu) ttl� Se► ie" i = x M C)la-ens Coil ink -Vtc( tectt al eties produdts are �deajneiiancl�niileeiecl to help iou create a dtstiitch�e,' one of a kind sn le't � mes exteno � of ourho r° "product`Specifications ommal size , f•= B'/ N 13%"z3 'Shinglet;per square "r : , Bundies' per square 66 v n Ev e cge per square 99 9'sq h y�a gti - AlI Owens.Comm ss{imgl > ar Tested fog Excellence ; e heovdy';Fested to meet or- ez eed appLcablestandards measurmgfire.coverage_..-=-- en`d wind resistance,' fir.. ,Applicable ds &"v d - - Standar des�-- a ASTM D:3462 3 3 ASTMyEs OB Class A t' ASTM D 22 wr .� ULa790 Clcss.4 }1 �— c y Lw�TM D 3161 ' a UL` 997v3 y . , _ _ r ASTM D. 3018 Type al - flondo Suddmg Cade --V- -- # h NO Mfllrl`�. ' 31 Service A if �, , 3 lac&sgnvJle tFL p 6 Atlanta, GAs � �. Accepted for use as an underlayment felt to be applied t r over the deck prior to the installation of TAMKO asphalt shingles. Underwriters Laboratories Built -Up Type 15 Label ASTAA-D 2261 Type Roll Dimensions Coverage per roll Laying Lines 'Ail values stated as nominal 144' X 364 4 Squares 2', 8-1/2`, 11-1/4', 17" CAUTION: The National Institute for Occupational Safety and Health (NiOSH) has cord ded that fumes of heated asphalt are a potential occupational carcinogen. Do not heat or bum this product. TAN Visit our Web Site at www.tamko.com Ca2mt ow Central District 220 West 4th St., Joplin, MO 64801 800-641-4681 1100FIN G 'PR®NU.Cr4,$ Northeast District 45M Tamko Dr., Frederick, MD 21701 800-368-2DS5 Southeast District 2300 35th St., Tuscaloosa, AL 35401 8OD--228-2656 TAMKp _is a rayisterad aadamwk a TAM M Poo" Pm&x ts, kr- Southwest District 7910 S. Central Exp., Dallas, TX 75M 6 BDO-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 WATER-RESISTANT UNDERLAYM ENTS Water resistant underlayment is a product tx consists of organic felt impregnated with asphalt saturant Some water-resistant uncledaymeuts, r . C 'lee as eriain'r 's: Roofers' ' con Selectalso ''afiberglass rein d lorcenient which. - increases tear strength and reduces wrinidia& originally invented`tokeep the ..roof decking *.unti shinglescould k2ppli(4 Applying this under- layment was Origin* Called -dryfng­in� the roof" it was jLw . . .. * .*: ' .. 11.1.1 - . Useful as ise0araiton-sheet.b.0w -roofsheathing�boards (befor&OSB een the :and plywood sh as roof decking)'and the asphalt shin - caused theasphaltp.degrade _ unless the undCd2y1a ent. 7 separatedthe re:Mn and *halt from each.other Water'resistant underlaymenfis made :toed i.�h most of thewater that falls �on it unless' it � torn orr punctured.. Uo s ability be wata- t resistant is-temporary-k-the sun degradeis the eqmed asphalt the matenals begin to dry, alisokhmore -mbismM Iose its. strength and to tear., d to. saturate the under- ` 7ament sheaf The'leii is? used halt durin th g mantiaoli*, 6 s10 life:.Siaceas halt themofshingle s Pn materials will have undedayment, lower shorter fife whey ess 2V#& and a ea exposed to the 1Lower Priced shingle undcdaym64 for the same reason - is sublect to severe wcialding When it jets wet or even just damp. Un used T .�s . under asphalt shingles for a variety of reasons, as:providifig ♦ Backup for .shedding Protection of the deck if shingles fad from _ t.. ram- Thelow ON, the lower the j more important undezlaent is, since water flows more easily under shingles on. lour slopes.- + A protective '..".tamer 1.6the -elements between the time.the old shingles have ,torn oj-an' -to the e new. shingle being applied. However,, the. umderj; eat should not be relied on as a temporary rary especi* en the drip edge flashing is not yet in pJamAt 'is unlikely to . Trevent leaking . .in the event of..... heavy wind and rain An agent to hide minor imperfectionsof , the, decking material and reduce "picture framing" of deck paneis. Fire ratings (Class A or C) when used in conjunction with shingles. Cbapter 5 INSTALLATION GUIDELINE'S FOR WATER-RESISTANT UNDERLAYMENTS The following is a general guide for the Installation of water-resistant, shingle un4erlayment..These guidelines can be used regardless of the weight of the undmiltyment. However, always be sure to consider the local codes. OVERNIGHT EXPOSURE If undeflayment has been exposed overnight, moisture from dew should be allowed to completely dry before shingling over If this does not happen, the moisture. will become trapped beneath the shingles. Wrinkling can telegraph through%the shingle and make a good shingle job. look terribleThe worse. part is diat..the job can look good when you leave in- the evening but the wrinkle's can reappear the next morning when the homeowner will notice thenL While we've discussed underfixyment being exposed overnight, it is. highly recommended that the roofing contractor .onlytearoff what- h e can shingle over that same day. This -prevents the most common uncierlaytnent installation problems. FASTENER TYPE:. Certainleed recommends using nails rather than s4* na provide more resistance. aping undmi2yment teir,ouL It is importut,. whether hand nailing or using a pneumatic gun,that the fasteners be driven flash. INSTALLATION METHOD. When applying undU12yMeWthe k7 is to'keep the product as wrinkle free as possible. 1. Varoll the anderlayment parallel with thee'ives. The eaves edge of the underlayment should'go OVER the drip edge'eaves flashing, but go UNDER the drip edge flashing.al . ong.the rake. Figure 5-1. Applying Water -Resistant UnderLzyment Along The Eames And Rake The type of decking material used may influence the holding power of the fasteners. Your experience may Here Are indicate that more fasteners are necessary in some situations. Some Tips... For steep roof pitcbes above 7.12 consider adding a third row of fasteners, making each row 9" apart instead of 12" apart.. Dennis Torback from Fulton, RS tells us. "1 always use Plasti Top nails on felt, .it resists tearing underfoot and has held up during an unexpected storm with bigb winds. " 2. Around the perimeter of the underlayment,. place the nails approximately 6 inches apart and about 1 inch in from the edge. In the main area of the underlayment, two rows of nails are used. The first is placed 12" up from the bottom edge and the second is.24" from that same edge (or in fact 12" from the upper edge). This nicely separates the 36" wide underlayment sheet into thirds. Nail along these two rows 12-15" apart. Nail placement should be alternated so that one row places the nail opposite the open area of the first, creating a sort of zigzag pattern. This will result in a simple pattern with all nails being approximately 12-15" apart. (See tips above.) 6 o�Eoo� 6 Figure 3 2 Standard Nailing Pattern For Water Resistant Underlayment 3. Succeeding courses should be unrolled in a similar manner over- lapping theprevious courseby_2".....Be-careful-to-roll-it-out-straight as the underlayment will tend to slide down the pitch of the roof and end up crooked. The spacing of nails in this overlap area should be approximately 6" apart, centered in the 2" area. (See tips below.) 4. If the length of the roll is not sufficient to complete the entire run, an end lap of 6" is required We recommend two rows of nails 6" apart to hold the lapped edges in place. End laps should be located 6-8' from any other end lap that may be in the preceding underlayment course. 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 2x4 stringers across lap areas. DEALING WITH WRINKLES AND BUCKLES Organic felts expand when wet. They can wrinkle after being applied to a wet deck or if moisture is absorbed from dew, rain, or snow. If shingles are applied over. an uneven underlayruent surface, some of the wrinkles may "telegraph" (show) through on the finished roof Of course, wrinkles and buckles can also result from incorrect installation. If these problems appear, several approaches are available to eliminate them. First, the undedayment can be replaced. Second, the wrinkles can be cut and repaired with patches and asphalt plastic cement. Third, wet and wrinkled underlayment can be allowed to dry out naturally from exposure to the sun. As the underlayment dries, --the-wrinld`Pul dowdand -disa The best solution for wrinkled underlayment is prevention. Applying high quality, well -saturated felt, such as Roofers' Select, will eliminate many wrinkling type problems. Ask your supplier for the highest quality he can obtain. Do not assume the underlayment he stocks is the best available: Be willing to pay more for a superior product. The cost of high quality underlayment adds very little to the cost of a job and can often. be offset by the savings from reduced rework and repair.'Installers who insist on the lowest prices for uriderlayment are the cause of the low quality underlayment generally found in supplier warehouses. Roll out only 10' of underlayment at time, stretch it, check alignment and nail into place before moving on. Here Are Some contractorsprefer to do the deck in stages applying 2-3 courses o underlayment then immediate applying Some Tips... g f appy g 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 be reused to hold the edges of your newly installed felt overnight. " v rhnnrsrr s A -, 05/03i 1002 09: 45 05/.12/2002 14: 49 3213481O01 14078948412 COLLIS ROOFING INC KAYCAN ORLANDO PAGE 02 PAGE 04 TABLE t607-M.2 MINIMUM WHIc�1iT MATERIAL, TMCK%129S (in.) GAGE {lb) Copper I Aluminum 0,02d tainitss Steel 28 alvaniaed Steel 0.0179 26 (zinc coated G90) inc Alloy 0.027 d Z ilea nted Tetvo 20 15073.9.3 Drip edge. Drip edge shall be provided at eaves and gables of shingle roofs, and ovcrlapp-d a Minimum of 2 inches (51 mm). Eave drip edges shall extend 1/4 inch (6.4 mm) below sheaihing and extend back on tha roof a minimum of 2 inches (51 nm), Drip cdee shall be mechanically fastened a maximum of 12 inches (3O5 ri;. on center. WEAThERMASTER Buildimq PnodUCTS, INC. Office 407-324-2080 fax 407-324-0503 df LABEL DRAWING # OR TYPE USED WITH PRODUCT # 1 Le end of contents 2 GA 1 Installation 1450 Flange SH 1450/1550 3 GA 2 Installation 1450 Flange PW 1450 4 GA 3 Installation 1100 Fin SH 1100/1900/1970 5 1 GA 3/A Cont. Head And Sill Fin Mull 1900/1100/1970 1900/1100/1970 6 IGA 4 Installation 1100 Fin PW 1100 7 GA 5 lInstallation 1450 PW Flange Designer PW 1450/1550/1570 8 GA 6 Installation 1100 PW Fin Designer PW 1100/1900/1970 9 GA 7 Installation 1480 Flange HR 1480/1580/1590 U GA 7/A Installation 1580/1590 Flange 3 Lite Slider 1580/1590 11 GA 8 Installation 1180 Fin HR 1180/1980/1990 12 1 GA 8/A Installation 1980 Fin 3 Lite Slider 1980/1990 13 IGA 9 IGEN 0024 Block Inst. SLIDING GLASS DOOR 420/430/440 14 IGA10 I GEN 0028 Wood Inst. SLIDING GLASS DOOR 420/430/440 15 1 GA 10/A I GEN 0027 2x in Block SLIDING GLASS DOOR 420/430/440 16 ]GA 11 JGEN,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 1 x4 Fig. Vert. PW 1445 21 GA 14 A Mull Bar Load Chart 1x4 Fin Vert. PW 1445 22 IGA15 IMull Clip 1x4 (>61 Fin Vert. Mull Clip 1445 23 GA 18 Mull Clip GEN 0453 Fin HZ Mull Clip 1447 24 GA 19 Mull Bar Load Chart 1x4 w1lip Fin HZ SH 1447 25' GA 20 Mull Clip GEN 0457 Fin Vert. Mull Clip 1448 26 GA 21 Mull Bar Load Chart 1x2.5 Fin Vert. SH 1448 27 GA 22 Mull Bar Load Chart 1x2.5 Fin Vert. PW 1448 28 IGA 23 1 Mull Bar Load Chart 1x2.5 Fig. Vert. SH 1442 29 IGA 24 1 Mull Bar Load Chart 1x2.5 Fig. Vert. PW 1442 30 IGA 25 IMull Clip GEN 0454 Fig. Vert. Mull Clip 1442 31 1 GA 28 1 Mull Clip GEN 0459 Fig. Vert. Sill Clip 1442 32 GA 28 Mull Clip GEN 0456 Fig. HZ Mull Clip1445 33 GA 29 Mull Clip GEN 0452 (>6) Fig. Vert. Mull Clip 1445 34 GA 30 Installation FEB. HEB. Fig. SH 145011550/1570 FE+HE 1450/1550/1570 35 GA 31 Installation FEB. HEB. FIN SH 1100/1900/1970 FE+HE 1100/1900/1970 --T 7 1/l i 7 1/2 . i. 1144111150 SarM 11"m3 0 ls" Pietee/Vertical U42 Fim"milYertiioet 74.46 =large erendew tt-bo n.ill for Hurwt, wi' duer tanc -%-'i Im verlicol St•ucurcl apolicat:im% vrrl'ccl str.Jcr.urd UvP6;;Ut'u1 1: of mi liungs riindoves. of oil fiencir. w;ncowa: Add; 1 /$ to rpc-I :nq. Acc . ' /y ; o U;rc my I r 3" I � -� ii4wPo se+Fe FWN0113eeFtel 1sa7 Fir x.,l'„r htsriv ••.,� hrTr m"I :;1•UCIU'L' :: J1B�'tul RfnS w.1rn --wliinc TL;:Bp;c air _CF3 r� For c tl(,v,irtx; ar 'v R!;- *6d -Uric oVpl'ca,.;C�9. Arius " 1/5' to 'Vr-n;ny 7a BOLL , +n tsar Bar �� e�.l• .aa. I _. _. 1 ,1 I& Vort of Tobe15lBakeo Merfrenlal i VaMled T� IIN arrekrt 144e IMrafYe�.r Illrnw.r 1046 �e �� ter•, . .. Lipp tl ® a v Of SOF jp W10 0 mod U00 L%M Berko Yernael Tube WAS Meeiet %4" r a rys . v, 71 IMr1fM bM IA.�Nnwwkm ed /M0 7Mlr7)' YweeW Figs A FOB ...riBndc . urN M1T..1'CTh„ wr,r rrul-r.:rT.�la�o WnJerr•. - raa:1 wo rtol ^•t.. 'Im•�! •cc:; I/N- h, Oprrn;. Fin Aw., I 1/B' :n Ooerina. Weather -master 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 wwwAloridabuildina.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 SH IA AS REO'D (SEE NOTES) ONE BY W000 BUCK BY O714ER TAElATION ANCHOR. WSBY CAl1lX BETNFiN CAL" BETWEEN WINDOW WOOD 3 BlRS ENNQ MASONRY OP FLANGE R WOOD BUCK OnNE7t 4 PERIMETER CAULK BY OTHER R FRAMB- M 1 1/4' MIN. ONE BY WOOD BI1CK BY OTHER BUCK WIDTH 1 1 EDw FLANGE TYPE WINDOW FRAME I SHM AS REOb. JAMB -� (SEE NOTES) a r WIDTH INSTALLATION ANCHOR / WINDOW EXTERIOR ILAILJ BUCK HIEIGHT A C WWM% fR° T" D E SILL lIIAAA,111f, J x F —I K 2 PERIMETER OTTHER PRE CAST 9B1 BY OTHERS SECTION 1 a CAUL( BETWEEN WINDOW FLANGE R PRE CAST SQL. WITH VUL EM 110 ADHESIVE CAJLK OR APPROVED EQUAL GENERAL NOTES: 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR PATH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4- 2) WINDOW FRAME MATERIAL -ALUMINUM ALLOY 8083 7 CAULK BEHIND 14NDOW FLANGE AT HEAD AND JAMEIS.SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL 4) APPLICATION OF VULKIM 118 ADHESIVE CALM( AT FRAME SILL MUST COMPLY WITH SEALANT MAWNACTERER'S RECOMMENDATION S) CAULK FOR PERIMETER WEAL AR"D EXTERIOR OF WINDOW FLANGE B) MASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 (LASS CHART SINGLE GLASS IS SHOYM,INSULATINQ GLASS IS ALSO QUALIFIED. SEF L ./FFFrri ELEVATION s No. 42371 VIEWED FROM EXTERIOR i STATE OF 'Fri f � FL0R10P•' V2� rrFF 1h2ONAL ?`= G.A. 1 CALL WINDOW (LASS DESIGN GJ1SS DESIGN TAPIXIN ANCHOR LDCATION SIZE SIZE (INCHES) PRESSURE PRESSIIRE LOCATIONS CAPACITY N PSF CAPACITY N PST 17 1e 1/0 ■ 2e -ee -00 -NO -2De AC F,ONJ 13 U 1/0. i 3/e -77 -77 -103 -113 AC F.atu 14 1a 1/e . W oro --so -e0 -1041 -let AC F.WU 1444 le 1/e . 54 0ro -e3 -03 1100 -100 AC rgµ1 1440 to1/e ■ M Oro -e2 -a2 -14T -147 AC ra/u 1e o fro . ea -4e -46 -132 -132 AC o".am M T: fro . n -40 -40 -ne -ne AC atraNl 17 u 1 . N -,a -104 Ao avaNA N12 2e i/2.20 -47 -e7 -+3e -13e AC raNJ 1N3 n 1/2. 3e 3ro -ee -00 -10e -100 Ale row INI 2e 1/2 A l0 Oro -17 -47 -,M-IOt AC i,Q+U NW4 211112 . e4 Oro _" -44 -100 -too AC r.au 04N0 s IA . WI e/N -0 -43 -toe -too AC AC FAW F.aW 1ND ,t" 7111/2 . e3 281/2 ■ n -40 -40 -40 -40 -M-01 -7e -70 AC F.aTL tHy 201 -ae -ae I AJI r.aNJ 304 30 1/2 . s -tr -ee -113 -113 AC F.WL1 30.3 30 1/2 . 3e 3A -47 -47 -ee -ee Ac r.EUU 30.4 30 1/2 . ee ero _41 -41 -71 -n AC ►.au 30.444 30 1/2 . e4 e/3 -40 -40 -77 -77 AC AC ►,a1U 3OWS 30 1/2 . M e/e -40 -40 -n -n Ae ►.WU 3" 31D 1/2 ■ u -40 -40 -n -7e Ac FAKI 30A 30 1/2 ■ 72 -40 -40 -71 -n Ae ►w 22 S7 x M -el -et -00 -ae AC F.o.NI 23 n x i 3ro _40 -40 -e7 -n AC r.am 24 37 x oo e/e -40 -40 -07 -e7 Ac FAA 2404 n x e4 ero -40 -40 _113-ee AC Raw 2440 77.. 8/8 -40 -40 -e0 -ee AC A. F.aHJ F.a,u zn n z u -40 -40 -0 e3 AC faHl O 37 % n -40 -40 _ -62 _e2 -et _d AC I.aNJ 422e 42 x 1-40 -40 -40 -4e AC F.aHI 42A 42 x 30 3/e _40 -40 -40 -40 AC faNJ 42e0 42 x e0 ero -40 -40 -40 -40 AC ►,OlU 42444 42 x 04 e/0 -40 -40 -40 -40 AD AC ►am I.(Uu 4244e 47 ■ 3e 11/e -40 -40 -40 -40 Ac ►,aNJ 4223 42 It al -40 -40 _40 -40 AC ►.Wtl 4272 42 x n a R M -40 _40 -40 _40 -40 -40 -40 -40 AC FAH) 4e2e 4e x T! _40 -40 - - AO F.aHJ 4aM as x 30 3/0 -40 -40 - - Ae F(UU 4444 44 z 0O —40 -40 A.c WU 1.0.m 454+3 0/11 40 x 0/ Oro -440 - - AC F a1U 4e440 40 x Qe -40 -40 - - Ac r,a141 411a2 10n 3 w x s, -40 -40 - - _ AC FANi 32 In 110.2N -48 -4e - - AC F•om 33 0311, 3 fro . 3e ero _40 _40 - - AC r m 34 e, 1/8 . 00 Oro -40 -40 - - A0 f aaTNL'11 3444 e3 1/0 . " 6/1-40 -40 - - AAC A.0 F.wu 344e eJ 1ro x 11e e/0 -40 -40 - - Ac r,oJu 30 3e 53 t/t IT 03 1 53 1 -40 -40 -40 1 - - A,C rwu Air_ +) 111E AeOK ARE rD81111Y[ ANo 1tT9AlIW 2TRUCREIAI. all LOADe FROM OAWAMmE ANALYSIS a HAVE NOT CM CAPPO e7 AESLLIS or M1ER FEtN01elAN(E TE2TEtn raft THE 2WBR WMANN 1E2T REMO D ENT OF IS OF maN Lauoe Al7ltl P0l111t OFEWINLAM00 VAL s LIMITED TO 4" Par OEM To WATER RST P+R3NAc Or ao rs A04[Lm w ERT WE DONOWITE OR TAPC0N AN171011 tr tlf IVIENT UMNl 10 NRwE WLI 1 0IEWMIN1TNKt"TE AT LOCATIONS 31111114 ON CHART. >11 SE GLYA110N1 IM KEY TO TAPM UTCAT101.S 4 IF EXACT MDM WE 10 NOT UW= IN ANCHOR CRART. USE ANCHOR QUANTITY HIVED REM TWIT LAN41D4 eta i0R THE AFPROpATIt oEsON ►IEIVAE IR01D. YLA JOB 0218 YOOSEF LAVY, P.E. r; CONSULTING ENGINEER tw a ey r • 01.i4 ■ TE111 •ra e■ 1rW • Re. n TEST 0e0 FOR[fF LAIC eUTE A 100 ASSEMBLY DRAWNO DA22AS HEM 70743 T. (M4)M-OM R(N4)340--M7 lF/IE2 1480/11100/10T0 WRITE WHO WIDOW AR IP N/A NSTALLATICN ANCHOR. — ONE BY WOOD BUCK BY OTHER - CAULK BETWEEN NNDOW - FLANGE ! WOOD BUCK a PERIMETER CAULK - BY GORIER is T 'E-­', EXTERIOR WINDOW FR. SILL PERIMETER BY OTHER 1 1 4' YIN. Q EN T SHIM AS REO'D (SEE NOTES) CNE BY WOOD BUCK BY OTHER — BUCK MIpiM-- 1 1/4' MIN. EMBEDMENT SHIP AS REOb. (SEE NOTES) FLANGE TYPE INSTALLATION W FRAME Q Q ANCHOR .WHO AMB GLADNO (T1P.� SEE NOTES) pE7RIMETER CAUL( a� CAULK BETWEEN BY OTHERS BUICK i uASOWY OPENING BY OTHERS wNOOW MOTH EXTERIOR CAI" BETWEEN WINDOW FLANGE �! WOOD BUCK SECTION 2 WINDOW WIDTH. I SILL*. MARBEL SILL STOOL PRE CAST <7 BY OTHERS BY OTHERS .. CAULc BETWEEN WINDOW FLANGE .. . a PRE CAST Su WITH VUL EM 11e ADHESIVE CAI" OR SECTION 1 APPROVED EQUAL CE2F.HAL NOTES: 1) 5HtM AS AALLORIQD. AT EACHACKTO INSTALLATION ANCHOR VAT" LOAD BEARING SM. MAIL E Ile. 2) WINDOW FRAME MATERIAL ALLOY e0e1 3) CAULK BEHIND WNDOW,FLANGE AT FEAR AND JAMBS, SILL MUST BE ATTACHED To nw SUBSTRATE. NTH 141LKEM 11e ADHESIVE CAW( OR APPROVED EQUAL 4) APP TION OF4 LKI MIILENDA ryAVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT e) CAULK PERIMETER SEAL AROUND MERK3t Of WINDOW FLANGE e) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E130D CLASS CHART. 7) THE ABOVE ARE POSITIVE & NEGATIVE STRUCTURAL. DESIGN LOAD FROM -COMPARATIVE ANALYSIS ! NAVE NOT BEEN CAPPED BY RESULTS OF WATER PERFORMANCE TEM44Z WHERE THE WA70 RESISTANCE TEST REQUIREMENT OF 15 R OF DESIGN LOAD APPLIES POSITIVE DESIGN LOAD APPLIES POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 0.0 PSF. ACHIEVED N TEST. USE /1 e) DIA. TAPOON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN- NSTALLATION OF FLAMM FRAME WROM IN CONCRETE OR 11HH1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHORN ON WART. O)) SEE ELEVATION FOR KEY TO TAPCON. LOCATION& 10) IF EXACT WIDOW IS NOT LISTED IN NWO WART, USE ANCHOR QUANTITY LISTED YARN NEXT LARGER SIZE. FOR THE APPROPRIATE OE9RN PRIMSJRE REOb. 1 ' ELEVATION VIEWED FROM EXTERIOR �•.••""4424j2 S E F L 20F No. 42371 i 70 W 4 STATE OF ,• _ y NA L 232444•N•••�`` G.A. 2 WINDOW CLASS DESIGN D®CN TAPCON ANCHOR LOCATION SIZE (INCHES) PRESSURE I PRESSURE LOCATIONS CAPAOTY N PSF CAPACITY N PSF 137 -137 t02 -102 AD F.QIU I3 % IQ 12 X 34 Me -N 111) -1a M f.aX.l 12 % 30 74 -74 1B0 -100 AB F.gtu 13 % >• -00 f11 -144 AR F,4NJ 12 X 44 N �1 137 -137 As F.QHJ 12 X 20 57 _e7 - - A0 F.G)U 12 X 72 ee -CAN - AB FAH7 t0 X O 108 -104 IN -100 AC FAHJ 10 X 24 00 -40 1. -1. AC F.O.NJ l0 R 3D 00 -e0 123 -1L7 AC FAHJ l0 X 311 41 -41 110 -ITC AC f.OHI ID X 10 40 -40 100 -100 AC i3OHI I/ X 00 40 _40 _ _ AC F,aW Is X 72 1 -40 Ac F.a1U 24 gig 00 -00 135 -135 AC FALKI 24124 3.4 -3.4 120 -tm AC F.aH1 24 K 30 44 -44 100 -100 AC F.Ou 24 t 30 40 -40 07 -40 AC 24140 40 -40 M -00 AC F:wU 11100 40 -40 - - AC F.WU N % 72 40 -40 AC F.wu 32110 47 -47 120 -120 AC FAKJ 32 1 24 41 -41 N -90 N r"A 321 30 N -40 h -01 AC F.4HJ u K >s 40 -40 10 -00 AC F,4NJ 32 K N 40 -40 BO -20 AO F. 32 t 90 40 _40 - - AQ F.wu 31 1 R 40 -40 AC F,41U 34 110 41 -41 11B -119 AC F.4H.I 30 X 24 40 -40 07 -07 AC F."i M 1 30 40 -40 73 -73 AC FAwu 62 AC HJ 31 F M 4400 � 40 -N F,QHJ 38 1 00 40 _40 _ _ AC F.OJM 30 If 40 -40 AC FA1LI 441IB 40 --q 101 -102 A 41C F,L1 40 K 24 40 -40 N -01 AC F.QJU 40 K 30 40 -40 B2 -a AC IUU 4a K 30 40 400 AS F,r.IUU 40 % N 40 -40 440 -1�0 F.OHJ N X 10 40 -40 - - AC F.4HJ 40172 40 -40 - - Ac F.O,HJ 410 K 10 40 -40 104 -104 AC F.QHJ 00124 40 -40 54 -B4 AC F."I 1q 1 30 40 -40 40 -40 AC 00 K 30 40 -40 40 -40 AC F,QHJ /o 1 4.40 -40 40 -40 AC i,4H.1 10140 40 -40 - - AC FAHJ T2 K 11 40 -40 IDI -Im Ac F,4HJ 72124 40 -40 e1 -51 AC >D 711172 40 -40 40 -40 AC F�40 . 40 40 -40 AC . 72 K N 40 -40 40 -N AC F.qW 72 K BD 40 -40 _ _ AC F,qW 04 t 10 - - M -N AC F. 04 t 24 - - 40 -40 AC F,O,HJ 041 30 - - 40 -40 AC F.gHJ _ 40 -40 ALC /.4HJ 04 4 N - - 40 -40 tiE F,01U M % I0 - - as -0B AC FAMJ M 1 24 - - N -44 AC F.w" q X 30 - - 40 -40 AC ►.QHJ _ F.OHI s u - - 4400 -4400 AA,C F.VU YLA JOB /04-021D yTi; MN [ OdT 1E• Qn�oA II Ir•fa 4 R12C •Ya n 101i YOOSEF LAVY, P.E. CONSULTING ENGINEER 113e11 F11E31 LAZE. BUTE / 100 DM1AS GOON M43 (IN)310-OD1B F: 214)540-01>t) ASSEMBLY DRAW") BOBO Im) TDL FC7UK vmw AR aaal IP N/A t2/1c/OS 13 IN3011A1o4 1430 0Il TWO BY BUILD DOWN BY,OTHERS CAULK BETWEEN WINDOW FLANGE A FILL STRIP-T SHEATHING BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME FLANGE TYPE IM--m WINDOW FRAME SILL PERIMETER CAULK BY OTHERS-% CAULK BETWEEN WINDOW FLANGE & WOOD BUCK d CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS CAULK BETWEEN FlUFi2STRIP k BUILD DOWN BY OTHERS i 1 1/8- MIN EMBEDMENT FlLLERS7 BY OTHERw SHIM AS REO'D. (SEE NOTES) INSTALLATION ANCHOR. BUCK GLAZING (IYP. HEIGHT SEE NOTES). SECTION 1 G.A. 5 GEI:FRAi NOTES.• 1) SWIM AS REQ'0. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIM. MAK ALLOWABLE STAB( TO BE 1/4. Y) WINDOW FRAME MATERIAL ALLOY 6063 3) CAULK BEHIND WINDOW FLANGE AT HEAD. SILL k JAMBS. 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REQUIREJAENTS C1F ASTM E1300 GLASS CHART SINGLE GLAZING IS SHOWN. INSULATING GLASS; IS ALSO QUALIFIED ES. POSITIVE 6)MM WATER RESISTANCE TEST REQUIREMENT DFSI N LOADS WILLMITEDTO40.0 _ L. BE DUE 70 WA11M TEST PRESSURE OF 5.0 PSF ACHIEVED IN TEST. 7) 13/16- TAPCON T'IPE INSTALLATION ANCHOR MUST BY OF SIIFFIOENT LENGTH LA T PRONE A MIN. 1-1 4' EM98*&NT INTD�SIBSTRAIE 16 OISTALLAATION MIN. E AT HEAD AND JAMBS MGST BE OF SUFFICIENT LENGTH TO ACHIEVE 1 1/8' MIN. EMBEDMENT INTO WOOD FRAMING. 3/18' DIX TAPCON ANCHOR. R i8 INSTALLATION SCREW TO BE PLACED 8' MAX FROM CORNERS ! 74' YAK O.G', MAX BETWEE". 0) BUILD 1 ERS BSURD DOWN MUST BWN AROUND THE CE a SUFFICIENT STRENOTH ADEQUATELY TRANSFER PORTION OF VANDOW FRAME To 13E ENGINEERED BY LOAD FROM WINDOW TO THE STRUCTLRJE. D) PRROODUCTroIiN�ESE TWOOOca+�RATIONN& INIS RARO4S. IT SHEET NOT INTENDEDAPPiITo ALLTO �caiFlOU CONFIOF GURATIONS OF FIXED WINDOW FRAMING SYSTEM - ELEVATION Q 1 1/4' MIN EMBEDMENT. VIEWED FROM EXTERIOR "�•EELL SEF L 1 EEEE INSTALLATION : ND.42i71 ANCHORS i 0 STATE OF ;• ? ��rr .n '• f'L 0 R 10p•'• � EEELEh1 �N SHIM AS (SEE I FLANGE WINDOW I CLA7ING (TYP) SEE NOTES HE OW HFJ2 I 1 CIH vi YOOSEF LAVY, P.E. CONSULTING ENGINEER Wo TTMEST LMEi SIAiE 1 108 DAlLAA TE M 7524.7 1 1/4 MIN. EMBEDMENT v I _INSTALLATION Q�CAUL BETWEEN WINDOW FLANGE SHEATHING f --N ONE BY ")OD :R CAULK BUCK BY OTHERS f OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK. SECTION 2 —WINDOW WIDTH —'I ELEVATION ED FROM EXTERIOR Joel W. ON4 OIL. Calm u mm • PA d EINL"1 • mw% a TSMI INSTALLATION DETAILS TWO BY BUILD DOWN SERIES 1450/1050/1570 DESIGNED PICTURE WINDOW KDSCALE AR IP Tam DATIEN/A F1 DIE NVVBER JI-- 12/10/03 p IHSFN.ADON 1, PW INSTALLATION ANCHOR INSTALLATION ANCHOR s� AS REO'0 - CONCRETE OR �6 SCREW ((IMP. J/16' CIA. TAPCON (SEE NOTES) MASONRY OPENING NHEIE iAPE.�ONS ARE BT OTHERS NOT RE0'0.) CAULK BETWEEN DOOR FRAME - V= BUCK 6 JAMB CNE BY WOCO MASONRY OPE7NFNI DUO( BY OnKRS BY OTHER! GLAZING A r (SEE NOEEs) s"im AS I 4 1-1 MN (SEE NOTES) D� 4 4 QDMIMENT STUOOO - BY HERS Pf"METER CAULK BY OTHERS 1XA71NG - (SEE NOTES) EXTERIOR 1//4• MAX SIiN SPACE DOOR FRAME HEAD DCOR HEIGHT PERIMETER CAULK -� BY OTHERS STUCCO By OTHERS DOOR MDTH ONE BY WOOD BUOL BY CHEERS INSTALLATION ANCHOR E T S ARE NOT RW NOT REo'o.).) 4CONCRE . OROFRY p OPWNG . A By OTHERS 4 \-INSTN1ATIt1N AN04M 3/10• CIA. TAP" CAULK BETWEEN WOOD BUCK • NAVY OPEEWB ' BY OTHERS 11 4' MN. - OET 1/4' MAX SHAM SPACE SECTION 8-9 tAmK BETwmN IR70D BUOC M. ONE BY WOOD BUCK � BY OIFERS By OTHER! W1S'Y OPENNC n liz: — • d • d ' Su01N0 MASS 000" Q ,-1/4' MIN. NO01( STRIP . A/. 77 47 LIBERALLY MPLY CAULMNc • • EHI EOLIENT BEDUNDERO CO OR SET Sit IN BED OF CONCRETE ' d 4 I G AMO / (SEE NOTES) CONCRETE , ! INSTALLATION ANCHOR MASC RY OPENING A -A SECTION 3/16- CIA. TAPCOE BY OTHERS taus Ij DOOR YAtD.K: MWNIN Al"M K EX a VNMW T LINOW m AOWW HM. Ofm1OHE OF 1-1/e NM >U T IM ANpNd6l YUET 7) ALTONat TAPO N MULLAON 4mcmn MINT tD M01 IN ALL FRAIL MUCK 43 LIK I.= GMAII ra PFRI[AK NAL AIMM OrMOOR a OM .) 9 171ACT ODOR sm O NOT m m a Amm DUAL UK Amom OIANXTY tj 1 Wool NM LARNf1 >m. FEN THE RIIQW AIll DON F Im'L 9 FullP01tRT 6001 sm O! 17/+ ".1►A" Dom SUR A a>06101 ilaw m F91stm NYs0MN6 NGLASS 9LIOO AS! l; 11WXAtm LLA99�I� 01Nt VU#2 . ALW APPRINM ToGrERO aAM TI91WM MAY VARY ENE ICQutDIONA OHA.tt INIEILLOIX OF A9iM t 3A09. .) ALL F/i112RYMI Nx®.MM M Y WNGNO, FOR TOM NOM WHaXO.= MW 1.iR W 90100,.9 ILAfnVIVNT LEWIN m Mm MIL 0K pWCOMNT.flO Now 01KR HOOK STRIP DETAIL P) AN" / 7L 00010011 Aft TooOt JI LLD t1TIN.A SIML XW UNIT MUM tq BM A. WM AT EA. tT OF E00NI AM 01LLATOIOR .NAL A ytYEA'YE am 1RAOL 10 R 1/,. 117 No NN/W7011 AM01OM W9i R JEAN v 0dO1®OI RMR NEM10ON1 ' t uaW Y.IOIm1A mmW PANIM AM •OC W013 M FUM FRO. APPPMW OONF INNATI M6AM As tmw 1N .T.TMLAI01 MARL 1� ALOE ALL e"KLNAtlN. U.1m OWK NO 0106T1 ON.IIO ORAN K. PIDRVNE 9aTNLMMN 99CTEM 'A -A•. i-O• 6 HOW 911P OCTAL APPLY 10 10TAW1901 S ALL AFFPWAA 1x11O101U17/0/L tF) MA. AtLN1RA`L pwm 1K11 m tAmm1 AFIR10 s m.0 ae DM: t, m.O 420 SUMS. OLIO MM ofQUM 710 PRINT MAO AAPUU 10 4" 6 440 MUM 0f 7VFKWM LF)1OtN m AOIA[1/E 1-a/r U TwW 1K1aa O 9Nrutlrm N .ODD.= 61NMO11W. lEt c^ t ow= YN. OItImun IFtO 911161Mti ►IAtFX /10 .otT1. r ItLDM 1X.900 • 14• aG MAX TAPCON INSTALLATION CHART CALL DOOR TI N s N rootsSTRIP SOP TO ,e P!F o1 PSF VP ro SIP TD -7 P SIZE SIZE 4S PSF • WS eO TO 70 70 Pst 4, ao TD TO BP Pss m PSi BP OP OP S PSF OP PST OP SORB X0. OX xK 00 X m J J J 4 4 J 4 4 SORB XD. ON.V M X BO B 6 ! 4 4 J J 4 4 B B 100" X0. CDC )a 120 X BO 0 e 7 4 J 4 S 6080 310. OX XX 00 X 96 J J J s 4 S 6 6060 NA ON. XX 72 X 96 J J J 6 4 S e MW XO, OTC XX 980X 66 4 7 11 4 6 6 10M7680 e4 = 91-3/4 R 80 5 90M 0xO 109-SA X BIGs s of 4 J 4 6 1209E Om 143-IA X NO 7 7 0 4 J 4 y 1901341 ow 1X goa 10 11 4 J 1 4 ! 7660 OAO .1-a/4 X 96 B of! 6 4 0 of .ow 0310 109-SA X M y y 0 y 4 e e 1200000 1N!-a/. X W I 7 D J ; 4 e e ISOM 2 to to 1 .066 M1x 106-wAs X W e e 0 4 7 4 9 1206E )dx 142-" It BO 7 7 e 4 S 4 ! IBM m /76-./u X BO B 10 11 4 J 4 B 75M Mx 68--./n X 96 B S S y 4 6 B 90BC tax 106-9/0 IT D6 y S e ! 4 6 0 120M I9x 142-9/19 X N 7 6 9 6 4 0 0 d-. iJ B 1006E O1010. x700f 1N 4 1206E 01010. TDDDL F. 144-- I BO 7 7 6 4 J 4 y IBM 070f0. 1of ,. X 60 D H, 12 / J 4 S own am. ma, 120-OA X DB B • 7 S 4 0 e 120M O= 1000R 144-SA X 7 9 4 0 6 m 12 y d _ Et-1 ,• MIN. OMDIT - \- CONCRETE OR MASONRY 011" wY BD'nE1R! BY OTHERS GURK BETWEEN `-waa0 PUCK 6 DOOR H1STRIP INSTALLATION ANCHOR 3/16• CIA. WCON �Q.��M14iIFICgf'y�.� .0. 02�7.o-dL �Ae a �.aT • rwsule♦ N,�4 rA � -- IMHDOW YADTH A D B 00W W- 11EIDNT A --J EXTERIOR ELEVATION I F 1 1 L tru4' K • b.1% it • ►d 1* I11W! • Dd^ 3 753BI NAATNN 9eo►9R1 SERIES 420/430 O SLIDING CUSS DOOR MSSTTALATION DETAIL sa as w as Ma��R wm Ne. rw.. r �e 1r r .na. CONCRETE TWO BY TI0o0 OUCI ANCHOR Y 3/16. 00l TA►COR r FIRMop a 13-1/2" O.C. MAX BY On S IBYa0R 2 tt e a00o BUEx BY OTHEn (SEE ROTE 14) SHAM AS REOC, (SEE NOTES) Q 4 • Q . Dell AS Rm ,..., ••.N•� _•..) —05TAUAIB011 AMENDS! (SIX NOT") T p BCRto � CAM Y DOOR • I i-Vd` W+. T A oPe om BY OTHERS �� CON, it CON, it A O R YASOWT d C AONG (SEE MOTES) or OTTIERS ' 1-1/4- YAL Q T , •1/B" 1 MOL BUCK ANOWN I31/EaICNT . 3/1r OUL TAPOCIN 11" d' rROM DOSS a 13-1/2- aC. MAX BY OTIElS SNx:CO p INSTALLATION BY OTHERS 1 {" YAX DiY SPACE #a so" PpM.ETFR CUIX BY If7nMETUt GWI pIR3K BE1x1�N BY Own v01111m MAVY OPEN NG STUCCO BY OTHERS DOOR FRAME By OTHE)a � naD1 WIWI III' YAK 2 BY I OR EXTERIORI DooR 1K)M go.. SPANX: 2 x a wow BOCK OTHERS G AV- O (SEE NOTE Ts)6) SECTION (SEE NO., I =Q OR I BY INSTALLATION ANCHOR CHART S/Ir 01A. A �" S z, t e mil CALL DOOR TNWG el KL « ICAO EA. JAMB Hoax STw SIZE & SIZE IN v 10 40 PS/ 61 PS: UP To 44 ►» t v TO LIP TO CONfIGURAT)ON INCHES 4S PW TOeo To 70 . Psr . 410 70To 70 Psr 70 PW OP PV.OP ►SF DP OP VV OPPOF OF DP OF, wu Kim OIL xx 00 x SO 3 3 s XO. OIL xx so 6 1 a 4 4 4 • 4 4 00" m cm No60168 is 1xt so SS 1 S / S 7 e 4 S S loon K0. OR. xx 120 x 6o 0 • 3 3 3 3 3 e • 0060 700, OK ,OE MO x 96 3 3 3 4 4 4 a e 6000 )o. KKL xx 72 x go . 3 4 S 6 6 am Tel. OK Kx t6 K, 4 5 ; 4 90" oKO J 00-we x GO e e • 6 6 7 10 1 S 120" OxO 143-MA It a0 7 1 • 11 7 B • 12 14 1 4 S e 150" ORO let_" x eo x M • S To S a S S 6 6 e 7680 Oka sm Olio 11-14 too-" x 96 a e 6 e e 7 • 12000 Otto 14S-e S/4 x go 7 B • e 16 12 e e 1- 11 1] is e tt •Oa• lox rn 106-IAO x 00 _p 7 S S • S 6 7 1 S 1306/ IO 143-I/W x so 7 7 a 1 • to 4 S 150" Matt 176-9/0 11 0o a 10 It 0 12 14 S 4 S 7600 Xx BB " I as S S S 3 S 1 1 0 e •080 xx w 106-W K Be a 3 i $ e 12000 Tax 143-4n x 96 1 01 12 13 1S 1206/ !ROTE. 100Q IM-1A X a0 7 7 • 7 a TO 13 1 4 S low,Ott)00. x)oa1 lag-M K OO 9 11 if 7 10 13 e a e s e Tom o7ola KIM u0�0 OT f01 1000K ...,. I"-- x 16 144-6A x ae MS_— . et K e 7 a a a 17 • 14 6 • 11 10 14 11 17 6 6 CAULK BETWEDI 1100D BUm At MA" OPEWO BY OTHERS CONCRIM • a OR YwswTr OPDONC C ' C • d 1-1/{" ION. SLXANO CLASS DOOR 4 d ' d BY OTMS tMETIALLY APPLY b__1C • • - EABFJ) I HOCK STRIP a . Ut10MT1 Su an SET SILL IN d d I BED CH CONCEIt v d - SECTION A -A WSTALLATTON AIOIOR d --- 3/Ir DIAL TAPCd) . OM YATOOAL' AUNNIN ALLOT 1017. TA/OO. TM RMSTA"UM ANCHOR! 0 711 MAT BE Or "TIOENT 1D1011 TO AGNEW UK DOMkOO OF 1-1/i• m". aDY• WSIAUAIOR ANCIRM MIST K 01 &XVIOCHT 101C/1 TO ACIWW A MM IKTD MASONRYa Co A ORKO.On Orr M70 TOO BY 1000 56VL » ALI101NAtE Urea MSUIIAOa AIKSIMS molt TO 1MOI N FRAME SILL •) VTE CA AR mA PWvEtR IKAL A110UC.ETIIaeW Or OOUL M • &ACT EOOI 7K a NOT USTm N WOUAROM AROM CHAI ; VA ANCHOR 0 AKIIT III= WTN IOR "AM IRM FOR THE APPROPRIATE 0[01gN P1EMARI e1100, FOR POCK" DOOR TARS um CLOSEST WWA23 GOON SK A CO•ION1lN3" 10 FUR94M OPD110 » 04141m. MASS welt 1114E Duna ALSO APMOIR. IONPOO CLASS "Co" 1 YAT VAN' Pq MMWENCHTS Or ASTY;1]0O CLASS CHARTS a) ALL FACTORY APPIRD "MO W OES M FOR TAP" ANCHOR "" BE "J" WIN II 11=111 OF DwrimR U"IN 10 PNO OK r O4cutMr Pro THY) Or voo woL /) YAW / DLL GI I - UK 10 K StAUS WIN A 09Al1 MOAT KAAS SMM 10) 10 A7 I LL AT lA SET OF INSTALLATION ANCHORS MIN LOAD 10A1RI1a WOL KUL ALWN ME SHIN /TACK TO II ALL I STAALAKI/ AACH4a MUST K WOI Of COMMON I�rANI MATIIIALS. 13 fam -a a r RDArs01Tt YOMIO PAWL AND o• NVWW11a nm PAAL APPIVAND eoR1a.IATlaa Art AS UITOM PWCHART.AROM CHART. m ISM NOT ALL Oo•IOIIAleft I*= ADO'R AM 3HOW W TIO I CNA%U14 IIOOCYM MSIAMAIMW WCIIOR.S •A -A•. 'a -a" SR NOTES) ((SEEN • NOOK ST1p, OETAL A I, 10 MUNLAIW or ALL /•AO.m CWMPAIIOK SUONC CLASS 14) YAS ALLOwAWE IPAO10 K7eEOl TAropA APIOIolt II FRAME SILL 10 K 24" OG DOOR INTEINOCK K7 13) SOA20 lAAN CLAN DOW 4 BIO..L 141 POT ALSO AM,K1 10 AM a 40 fE/1R 10) SAI O1 VA TCOO MRK 10 K 911C7A MY rASMM PO IRM•!R 9E LOAS TO INK 'A"Mo T. Ca1.OEa to "to HOOK STRIP DETAIL arIMIt111AL INKIPAR IT) mom PM-M E CAPAan IE PROOMT TO K sic r1r. 1-i//4• Yet d [NHATIIn+T —1 A EXTERIOR ELEVATION �N,,44a•T�Q1o�lsdT:K, R fill jCATAK BETIIAI � • y w L-11000 a SUINNo rC CLASS OM Rb• ?' 1001 1L- Y • tWTelka R )5006 • rt IN6IMI • Wsh T2 nut NOOK STRIP,s 4 * - BIA�C et1ollPaal INSTALLATION ANCHOR # ; T _ SERIES 420/430/440 SLIDING GLASS DOOR 3/14" OM TAPOON 1 W INSTALLATION DETAIL WITH 11V0 BY BUCK IN MASONRY •. �JOf�ti• ��•� BB ICA"N/A • /O ,\� Ens• MN a.c .AA�eI •••hvRHtle1 12 03 02 B GEN-0027 �.e.. .se. dam. �_ JIA. �� M_ .MIA .. f� IAIt NLiA i1Y I.JiML •P m-{O /Y .N A4Yf rnu►.4Lujd arvv 0 e GENERAL ALUMNLW CORP. HOR¢ONTAL MULLION DESIGN LOAD CAPAC1lES EXTRUDED ALUMINUM TUBE MULLION 8144S WHEN USED FOR MULLING TRANSOM FLANGE HORZ SH S¢E8 MULL SPAN:- WDW. HGT. V 53.000 61.000 74.000 80.000 90.000 96.000 106.250 26.000 197 136 81 62 40 32 22 38.375 175 119 71 54 35 28 19 50.625 168 112 65 49 32 25 17 54.625 168 111 64 48 31 25 17 55.625 168 111 64 48 31 24 17 63.000 168 110 62 47 30 24 16 72.000 I ss 110 62 46 29 23 is 84.000 168 110 62 46 29 22 15 NOTU: CHART APPUES ONLY TO EXTRUDED ALUMINUM MULLION #14451 HORIZONTALLY. . CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN OR LESS - WINDOW HEGHTS SHOWN ON 'Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT MICLUDE TRAhWM HEIGHT. . READ MILLION SPAN AND WINDOW HEIGHT IN RUCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. DEEM LOAD CAPACITIES SHOWN ON THIS CHART DO NOT CONSIDER ANY STRENGTH OBTAINED FROM FRAME MEMBERS OF AD ACENT WINDOWS. On= - U175 - CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE = REVISIONS TO THE MM FLORIDA BUILDING CODE PREPARED BY: PIIOO= 73!CHNOLOGY CORPORAMN 115D LOINS{ANA AVE. SUITE a WMITER PARK FLORIDA 32789 PHONE 407 a22413341 FAX 407 8224= CA02= 294mW 01-1201 iF GENERAL ALUMINUM ALUMINUM MULLION, DIE #1442 WITH NO REINFORCING BAR VERTICAL MULLION DESIGN LOAD CAPACITY CHART COMPARATIVE CHART IN DESIGN PRESSURE - PSF FLANGE VERTICAL SH SIZES WDW. WTH. > WDW. HGT. V 19.125 28.500 30.500 37.000 48.000 53.125 26.000 1062 987 987 987 987 987 38.375 410 340 321 307 307 307 50.625 216 172 158 143 133 133 54.625 169 133 122 109 99 98 55.625 160 125 114 102 93 91 63.000 107 83 75 67 59 57 72.000 70 54 49 42 36 35 84.000 43 33 29 25 21 20 CHART APPLIES ONLY TO MULLION 1442 WHEN USED TO MULL SINGLE HUNG WINDOWS AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDITION Dmac a L/175 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2001 FLORIDA BUILING CODE. PREPARED BY: PRODUCT TECHNOLOGY CORP. 1150 LOUISIANA AVE., SUITE 6 WINTER PARK, FLORIDA 32789 PHONE 407 622-6334 / FAX 407 622-6335 oo,�t/tl6�Dlsef ��. f/ •'7a r y . l a j .. 211 Florida License "7946 vd. CA020140 18-Oct-03 02-OBDB GENERAL ALUMINUM ALUNINUIM MULLION, DIE #1442 " WITH NO REINFORCING BAR s VERTICAL MULLION DESIGN LOAD CAPACITY CHART r • COMPARATIVE CHART IN DESIGN PRESSURE - PSF V FLANGE VERTICAL PW SIZES Wow. WTH. > VNDdW. MGT. V 16.000 24.000 36.000 48.000 53.125 73.000 84.000 96.000 16.000 4237 4237 4237 4237 4237 4237 4237 4237 24.000 1412 1255 1255 1255 1255 1255 1266 1255 30.000 822 670 643 643 643 643 643 643 38.000 538 418 372 372 372 372 372 372 48.000 282 209 167 157 157 157 157 157 60.000 145 105 80 70 66 67 67 67 '72.000 82 58 43 36 35 32 32 32. 84.000 51 36 26 21 20 18 17 17 96.000 34 23 17 14 13 11 10 10 CHART APPLES ONLY TO MULLION 1442 WHEN USED TO MULL SINGLE HUNG FLANGE WINDOWS AND PICTURE WINDOWS READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDITION Dmax = 1.1775 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2WI FLORIDA BUILDING CODE PREPARED BY. PRODUCT TECHNOLOGY CORP. 1150 LOUISL4NAAVE, SURE 4 WINTER PARK, FLORIDA 327B4 PHONE 407 824-83341 FAX 407 6224= CA020141 18-OCI-03 02-Ml INSTALLATION ANCHOR (TYP.) MULLION ANCHOR BRACKET WINDOW FRAME JAMB (TYP.) 0" ova GEN-0454 MUWON G.A. 25 I I I I DIE ' NO. 1442 I II I I it I MULLION ( II I ANCHOR I (( I I II I BRACKET I I INSTALLATION ANCHOR O SELF .rn,TAPPING (TYP.) SMS ( e v a v SEE NOTES v a a a #2 & #3 IF CONCRETE OR MASONRY " " v SUBSTRATE SHOWN, WOOD QA FRAME SUBSTRATE ALSO APPLIES MULLION DIE NO. 1442 SECTION A- A EXTERIOR ELEVATION 9-11-02 A DATE SYM. REMOVE ANCHOR SPACING DIM. 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 SIOE 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) I JALL OF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE G CODE WITH 2O02 REVISIONS. IT IS THE RESPONSIBILITY INE COMPLIANCE ON A SPECIFIC STRUCTURE. it GENERAL ALUMINUM CORP. CARROLLTON, TEXAS 's�+a�" ex FLANGE VERTICAL MULLION INSTALLATION DETAIL "w CO�� "'' I DIE NO 1442 Ff. ALUMINUM TUBE MULL ON, AP" - - - - aaw 9B "wn°` -' -- °"'E'8/21/02 e BY �.;artA� ate'' wVrn ---- HALF W►nl---- coo M°`M—o4s4 aw"A� on /11000Qt wasom1' mv, 1100 UUMMA AK.. MM WX AON" 300 R10R 10/-tl!-6if4 /AM /01-en-WO INSTALLATION ANCHOR (rn'•) MULLION ANCHOR BRACKET WINDOW FRAME JAMB (TY-'.) MULLION ANCHOR BRACKET #8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1442 SECTION A- A [Wi EXTERIOR ELEVATION v v a G.A. 26 a v 4 0 a n v a SUBSTRATE v d SECTION B-B No- GEN-0459 MULLION DIE NO. 1442 INSTALLATION ANCHOR (TYP.) 1-1/4" MIN. EMBEDMENT NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1442. WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION. ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) MUWON ATTACHMENT IN SECTION B-B IS TYP. AT SILL ONLY. 4) INSTALLATION OF MULLION AS SHOWN ON THIS SHEET COMPLIES 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 M GENERAL ALUMINUM CORP. ����� CARROLLTON, TEXAS k'? F I �• .° ,�°' � PRE —CAST SILL MULLION INSTALLATION DETAIL O �p W/ALUMINUM TUBE MULLION. DIE NO. 1442 S �: ---- ow BB AFRM ---- i2 05 02 ' I - wrm. SCAM HALF "At---- GEN-0459 R . 1' 0 t 7>,M000Y OOP. 11°D IDII�IA AK, Mila PIWt. RDIOA ]>f7i 1'MOi q/-Vl-.�� Iwtt �0?-W-.J74 �i_ �P1• a JV 1G GAw 2.8 MULLION ANCHOR BRACKET WINDOW FRAME SILL (TYP.) Q N WINDOW --� FRAME HEAD (TYP.) SECTION A -A A E A B INSTALLATION ANCHOR (TYP.) #8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1445 SEE NOTES #2 L #3 MULLION DIE NO. 1445 MULLION ANCHOR BRACKET SECTION B-B IDWG w' GEN-0456 D d D . D D INSTALLATI❑N a ANCHOR D (TYP.) v D v 4 CONCRETE OR MASONRY SUBSTRATE IS SHOWN, WOOD FRAME SUBSTRATE D ALSO APPLIES. v v D v NOTES, 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. 5) INSTALL T1Bif•® fMAJI�,LION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 FLORIDA DDhIG �tl�' JJTH 2O02 REVISIONS. IT IS THE RESPONSIBILITY OF OTHERS TO DETERM �r§2�.Tft . SPECIFIC STRUCTURE. • 0 • (✓ v • v • e.Qi9 a • EXTERIOR ELEVATIONZII Long GENERAL ALUMINUM CORP. CARROLLTON, TEXAS nTW FLANGE HORIZONTAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO, 1445 ANA ---- am BB Anevs =--- °ATD 8/21/02 VT/fT# ---- r-4LD HALF ten'---- FA 10GEN-0456 NW%"M"P�= TUSOMaw Cl5r. IM L9UWlM Wt.. WWM PPAW. nVEM UP Not 4W4N-aa4 rNt AM -WE-&= 11 � ��_ :�.:r �r�o:a:-�.G.�_R.� 4c`f.�:..C:'�,a �_4 �-.�,�=mi: t. �'mi�s�Y BCIS Home Log In Hot Topics i Submit Surcharge Stats & Facts ' Publications ! FBC Staff B �r v � Product Approval ��, _ USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL O,�nWt L4668-R1 In Application Type �P r,tl 57A T - Mk p ®vision Code Version ��2004 [pi>B- IUD G':QDE3d'' # Application Status Approved. Comments O,f310i'.COI.S: U tT.iE$ Archived 10 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email ut;{ srk+rs 4t�us.�-mac` s i,�•-�+}}��.�SF �y� 11WEX- 111-- Quality Assurance Representative . L+�'�iR'3x�q i2 .. Address/Phone/Email Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Standard ASTM E1300 http://flon'dabuilding.org/pr/pr app_dfil.aspx?param=wGEVXQwtDgtAcGSvedS%2bbvQu... 3/28/2006 AS T M E1300 TAS 202 Equivalence of Product Standards Certified By Sections from the Code Section 2612 HVHZ PI Product Approval Method Method 1 Option A Date Submitted 09/14/2005 Date Validated 10/16/2005 Date Pending FBC Approval 10/01/2005 Date Approved 10/19/2005 Enterlu.v_L Entry SY stern N N N p S p = O p G p p p �f N D o c D � _ _ _ _ o -- —_ _ o o c •c Do 0 0 — 'G� o 0 0 c 0 o op p p o •o >' r p o p 0 p0 o p O o 0 — I o— ofo �� �I�{ua o 4`0.�00�0 0 oolo 0 0�� o 0 0l0 0 0 0 0 oIP P o o Oa � N N v^ij.';I� I u,I� clalc r c�c 0 It II{ C •o I o v p v c� v cn v cam- c2 o SE 5212 cv m Ise o cR — v, o v co v co cv o o o o v v o IDo 0 om o o+ o. o l m m m rn rn m m v m m m m m rn v. ar rn rn rn _ rvi cmi�r> rsl r.I r-. r� s J Irvi g R - 11 -I� �`� ( NI- e-v_ II -IYJ'J -�VJ I( ✓� - Ij ✓f - [Ja 9 G GL � - =1��-���-�VJ�- uJ = I.� �:I- � Eo i I p o D •--� K K m Y I X X K n K _ m K X K X _ L �2 — — —I —i I—� —f—�—I pl •I— o 0 0l o �oI' {o D o b o n� +K P P P -u 'C cD 0 0 0 0 0 o e o p o p c O�.J -r c r 12:1 - - • m c up'i m � rn tC � t�D m of ID d G y — — _ ,K ­­-­ ­- - LOP/xAADMiD -nra¢ relclml¢D 1 1 Mir Ruda ➢w iD=1D=m i ➢IIORILIm11-.. "� Imm ➢C :AIIaRRC uetma UatLf➢e U=.-j mfDR FA Entergy- Ently Systems N of o No ' o c v $ $ $ $ ILI $ $ $ o $ $ $ o ry $ N o 2; o N c o � o 0 p 0 O O p N O N O — o o a — 0 o p o $ o 0 0 3 3- N } N tom- r.. � �� � ti N ry T• A ti r_ N E` = p a o O 0 0 0 .o 0 0 0 0 o o p o d 0 o p o 0 0 0 0 0 0 00 0 �' O�el C:! p O O p t p O O p p o p O p o O O O p C O p p p p O a m If1{I .ri v'f v+ ui vi O u-i .eoil� .q yO � .fin ,O C u = a o c o 0 0 o n o 52 o 0 0 2 o 2 v o 0 0 E o ER o 2 v o o 2 c 2 o 2 x x x ac x x m x m m x x ac a.c x x o x w 'x o E " `e4i m is — ca — $ � m .c — m — m m v�vl. m r m r — v x r`�s ma m rmar�i d _vo a E I N o I— — — 1-1 — o 0 0 IoI o Cl � = a o � 0 0 o a o �_ c`�i GDPntANu1D mr—M M.—mG in Vim wiz Ciwifc adtab nw IGJO[R .6- - —di bli "M me AAx—Ate .etirlu MZ=nlle [antic Late-12k Tesrircl Scv c--S pata Review Certificate Certificate=3026447C --T_ �.��'...-...�.-G:..-1Le:?e ie.�,Lzz �C'�'�"1Cesi�l— `;etc' ��.�-�viewec :u1C.1:.'.:: 1VaC C u0C1L:1�Il='on S�rJD11�0 07 or D0 P- 1t :ndic� beiaw TG d���-- �6 . �.:__,;-?� me arcrolonaie des i0ad aIl� i*-t—ac- yL':- -Dade Court':; r'or'd: prJLOCDI D=?0 , P. z-c T1=,^_ C.a'. 5 irr_.ueC was r�vie`Ne- Ior a,TjlicahnillZ' IA S 'LnD I • :..odor :.oduc: :.ormance Da—IvjpnjiaI. for -,ie croduc: llne 2zf crvCiC: ilCuel.` '_►ui. ;:_cC DelOVr. 1 Si _! .- Jeo. cern.leS -11a: i w_ �'1?�CLle Ce::'1�C2.Ie Or �e�oru�?n�e Jut'eTJ I CtJP'a) JOIl2: Lcc Mn - . - G3Ls rt 11a1 s?CC:= Zd IIer Z TtL1 e 37;?CIIe^. uaSOnit?,'72i emdor C:J�/". �$ .-p0% cL'�r10Il IaCiCeS (urdouely Il1LDered by 'Jroduc- ZOae! i provides co7-e1a-i0r� ;ra_ crl or each produo: m de reviewed indica:4r a tie -ems- ; 5 amd -"gzai12I1 'r iIl '• on : cr:l,ariGn and raT Ps for desi p. ioad =ne 07 sac: rzsz. ?�! 2i:l�LCaC7ie COP'5 � � �r-ices zl sr - fit. oe� .w'e YV�ilOC:. T�Ente. `gv Entry Doors :`1L. L:..— r v-0c�1c.mood-dae Steel Door (tilar-im--30? 64 t Metal -Edge Steel Door Iarrig =' ; -6�1-C=)01 j (, .,0 C 00_) iberglass Door (3rrix _3026: -17C-003 ) :ac,'rihG .i¢, n0 �ir2C: h7tCwl�QPe G' the iP.;u co?du=ea zn nc.r made no uzzcmDr :G :iru. l7mi=1=_.ae rv'tew cGnauc-n.' W_ar OM'% ; � ie_- -m"r�e il:=r.^._., ..- theDire :arm=: �h2 1aI,,- u, ger i1eW trG.r- WC.°_i01'��-c--Urai pe; ,ormanc_ remir oniv ana LL:;; -xr inciuue �'te%v `air imurrarion or warer pener, e:jon t=SI rer ui*S. APR-16-2003-WED 03:49 PM TRIM PAK FAX NO. + ADr,i'6. ?DD3 :3341 PRcMDOR DICKSON 61� 446 7i29 �2 P. 02/12 N0,791E P. i/11 % Masonite International Corporation TECHNICAL ADVISORY To: PD White Date: April 16, 2003 C*-ofOviedo, Florida (407/V7-6027; 407/977-60'1S fax) From: Kenneth R. Imhoff CC: D, Sund (407/857.6234 fax) 6r. project Manger — L'xurior Door Produ= F- Busy (613M82.0914.tax) kimboPPomawnitc.com 6131441-4253:onice 9,13/335-4171-mobfie 6151446.7729 fax Subject: Air & Water Performance Results on Exterior Door Units Subadtted for Permitting by Engle Homes. Refer=oe: Product Approval Sheet's COP-WL-MA0101-02; COP-VV7.-MA0121-02 Indepantiry V%Udatcd under the W>armock Hersey (WH) MarL It, is our belief that the exterior door units def nod under the aforementioned certificate of ,performance:,(COP) sheets .comply %Yith the requirements of the 2001 Florida. Building ,Code (FBC); ,Chapter 17 (Structulal Teats & ;Inspections). `This unit was bean tested in accordance vcth Miami -Dade Building Code Compliance Office (BCCO) ;protocol PA202 perfarrnance guidelines. PA202 procedures include water penetration in accordance xZth ASTM E331 Standard Test Method far Water Penetration 'Of FTterior Window, -Sk '4zks, .Doors, and Curtain ?Walls by Uniform ;Static Air Pressure Dtfference air infltcafion in accordance vt►th ASTlvh E2S3 - Standard Test 'Method for � Determiwng eke Rate of Air Leakage 'Through E. derior Windowv, Curtain Walls, and Doors tinder 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) confirms that this unit achieved no water penetration at 8.25 pounds per square foot (pgf for door units designed to swing out. Door units designed to swing in achieved no water penetration at 2.86 psf. The test report also confirms that this unit achieved an air infiltration rate of 0.03 cubic feet per minute per square foot of crack (cfm/fF) for door units designed to swing out. Door units designed to swing in achieved an air infiltration rate of 0.18 ofm/ft'. Thank you in advance for your further review of this infbr=tion &. let me know if you require additional information to resolve this subject. Respec 1y Submitted, 4 Xe4UA86V R. I ►n -o f f Masonite/Promdor Exterior Door Products - Oae Pramdor Drive • Dirkron, Taptiessee 31055 ArTek, Casticgatc. Celco, Colorado, Dccor, DorFah, Entergy, flvcrgrcep, Johnson, Monterey, Oxkorxft, PrcmVU, Rothman Universal, Royal Mahopn,v ProductL, Spar, -Rite, 54oeialty/Bayiite, steaiwood APR-16-2003 ,WED 03:50 PM TRIM PAK FAX NO, + P. 03/12 W .1C• 2003 S1344 PREMDDR DICKSON 610 446 7229 No,7918 P. 2/11 Prcmdor Entry Systems -3- NCTL-Z30-t973-1,2,3 (S)(F) STRUCTURAL = RESULTS =QMMN NO IS (Outswing) PA.PA,RAPH NO, TITLE OF TM M ►S'L1RED ALLOWED 5"7 Air lnfittmdon • 1.57 psf (25 mph) 0.02 CFMTV 0.20 CF97T7 5.2.3 Uniform Static Air Procedure Design Loads (30 second durations) 76.0 psf exterior Meets as stated 76.0 psf interior j Meets as stated 52.6 Water Resistance (5.0 GPH/Fl*) WTP ` 8.25 psf No EM No Entry 5.2.3 Unlform Static Air Procedure Full Loads 114.0 psf exterior 0.04.1" 0.144" 114.0 psf interior 0.124" 0.144„ ST);iT] MRAL nST RREaM MOM M. NO, 2$ (OUtswinM PAR.ACR*T1H NO, TiT E OF TEST M alMER ALLOWED 5 2.7 A1rinillrradon 1.57.psf(25 mpb) 0.03 CFMIF7a 0.20 CF1v1/Fla 5:23 Unifotm'Static Pais Procedure DeAgn Loads (30 second durations) 7&0,psf txteror Meets as stated 76.O.psf interior Meets as stated 5.3;6 Watat Resismce (5.0 GPH/F'T) AITP - 8.25 psf No Entry No Entry 5.2.3 Uniform Static Air Procedure Full Loads 114.0 psf exterior 0.051" 0.144" 114.0 psf interior 0.147" 0,144" ST IJaURAL TEST RESULTS FYFC[MEN NO 3S ffnswinf) PARA H NO, , TITLE OFSEST MEASMED 4LLOWED 5.2.7 Air Infiltration 1.37 psf(25 mph) 0.18 CFMIFT2 0.20 crmlre 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 Resistanco (5.0 OPHIFT°) 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" t1Ulr—.%�'L000 mu uo. oo rn min rtid rMA IYU. 4U 1b0 f0Cd4 Y. UC/Ud Prolt"lonii cnpin'e-zrirtg S--rviaes for Developers and Builders or.Residential Housing P,O. Bay ESS4 Tiful-vilie. 1frL 32793 ` Phone (407) 269-SUG - Fax FACT) 2tia-35.9 (1'[Lr'r. QF PE0 C'T Af'C-FFTA1�r'T' y �t►��nn Fliil; sf.l Corporation 516 &mT rnnts Ana Strect 11.0. RaN •1.250 %►TI�1'i:;li1, �11it;pr;.la �Z�'U.�i—'i7�U n;st_Rut'ri ,oFTiN r Modcl Ucsin;t:ior-- Y.-m;I;set S.z;:s and Titan Scries (Cylindrical L.o.-1:s) hiotimum Ovt: MI1.Si.zc' 2-118" P;a IBM INith a.I" Cross 13e7o•( 2.5/8" or 2-314' Back -set ) Gwimal deyc6ption: G�'lindrical I ic;lcd 'cr; ! i cricalt Test iA)os of South Florida. 'test Renwi 'j".L:m 021-1.0;-96. 0212.0_-9+6 signed ard.stalad by William R -i• - S-r F "v F i O .- ca TM Lod Desi zn' Lo3d t r",rcrttntn ('.S'i"M'r-8121•.r; PA-302) pass-d passed i_„-t, G^t,s_�ile Irtiraac• r P.=2'D1 passed :passed (iritpacted as inswing unit) g .l�:zt�,�.• I.oaat�� `I ,t G.71 o:al cti lac . 3 titiilcSei Series pasitive bS,O psf C 5.4"psf . r ali 1p--L,oading T cst 6 % 1 tptal cycle; I:wi]:sef'Scrins negativr 96.0 psf 86.0 psf 'r':�tt;tzc 13Lhn,,'Tcst 671, total cycl,-s TitaTitanSeries pasirsvc 86.0 pe St;.D psr Fatigue Loadiiim Test 671 total cycles Titan Rer,r_.s net,iit'e 96.0 nsi S6.0 nsf r)rs1J!i1 Pressure k2'UnJt: K%iiksct S£ries - Pas�+ge gositit'e .65,G pcf ,(OUTSVtirlNG) zntn {requires F;.S�:aaL bolt) Negative 65.0 psf ' D=aritx�lt 1�;.sif;1.1 Fr,ssuz;,F:ati„t:: 1tt�i1;�� :�eri-r�ssage Fositirc 6S.G usf (JNSWiNG) }• (r ntrequites pa-ssaDzbait) Negative .86.0 psf Dndboh 5tgn I'; csr..ttra P.,atinz, Titan Scries - Passaue Positive 86 G vsf (►�LiTSVirING/ �•ntry (tsgtutes nass3gc bolt)• ?Jegatiw 86.0 Fs` I��JS ii Ci) ��i'ys ` 7101k _S'►. AI..7 .f_,. - _ — /�.�'nAxCj7GzuhG: See rc�•er.� side this pxRc _ Q' t4o.40116 fc:r use in )ocatiali adhrrin '+ �T` GF to the S.B,C.C.L, S.r.t7.C., S r'.B.C. Broti�ard edition and «hc t,�c„ems%u TtGjL'iren�t,n!s �s ciete.rnuned try kSCt. ? Minimum I}esd�a Laacls for Euildin s And Other Stn►enlre s dtrs nit . pr:5sllf, ratin-i lisir>d abo�•e. 0�i 2. Th,ru , Gradc Italing of a loci: is not Nrtineat io stcturannanc l periorc as relates to Harricanc / Wind Cnd: Compii' "` 1, Mny b:; n5tN1 on doors tcstodto design pressuxas e=1 to or less tnan tlhgra Fhown above. 4. Applicmion for building N. nitit shall t� nccompanied i -s a co-rr oft -i approral. L t t l.>r h7UU—CV—Cuuc Inu uJ.OJ ri7 Imill rmh rhiA Nu. 4u1OO10LJ4 r, us/uli INSTALLATION Off`' LOC- SETS PER TESTINC Acccptflnce W309400 r_HARWE A BRE KWIKSET SERIEc PROVIDED THUMB TURN NOTE; TO BLJILDIN� 1INSPSCTOR THESE KWIKSE T AND TITAN SCHEMATICS ARE FOR FIELD INSPECTION PURPOSES AND FEFLI::L1' TESTED CONFIGU?,A710NS. ,DETAILED -I'ISTALLATION INSTRUCTIONS ARE PACKAGED WITH THE LOCK UNIT INDIVIDUALLY, a�R (•Ii,4D N+�T2E THIJWB TURN �'RWtGe.D f _ MACHINE SGRT•,w 0 WOOD icRrw wOon SCREW - y ffl;-� lol P, Alf. WOOD SV�Ep'w FLAT; DEAD BOLT w/ 3/V' 'r i 3/r BA"KSET ` tu[ xrt xrr KUD SCR£'w BATCH SOLT W/ 7.3/N" or 2 3/4' BACK3E7 PIER KEYED WOOD SCREW DEAD BELT w/ v 2 318E or 2 3/4' PUTS J ' , BA; KSET WECHANISW TO BE /` HANDLE SET. LEVER Or KNOB. ,,DOD wooa SCRF_wLATCH OLT �-� I 2 3/ir or 2 314E S 7BIKE _ f BACicSET PLATE �> PAR .HANDLE SET A. MECHANISM TO BE HANDLE SET. LEVER or KNOB. NOTE TO BUILDING INSPECTC MECHANISMS WITHIN THE CLOT ARE OPTIONAL TO THE PRIMAF MECHANISMS SHOWN. FOR EXAMPLE; A THUMB TURN DEAD, LOCk CAN SE SUBSTITUTED WITH A KEYED MECHANISM WITHOL INVALIDATING TH;, SYSTEM. ryV 1aa 1. DESI',W AND TESTED IN ACCORDANCE WITH FLORIDA BUILDING CODE. 12. JAMB DETAIL TO BE IN ACCORDANCE WITH DWG 409783. INTERNATIONAL BUILDiNG CODE, AND INTERNATIONAL RESIDENTIAL CODE. JAMB/SECTION BRACKET ATTACHING HARDWARE SHALL BE AS FOLLOWS: 2. DASH NUMBERS REPRESENT VARIOUS SECTION HEIGHTS. WOOD JAMB - 605574-0001 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 ET 267 300 270 240 NUM. OF EXTRA BRKTS PER SIDE - 1 - - 7' BRKT LOCATIONS - 12" - - - 8' BRKT LOCATIONS - 1 12" 1 - - SECTION IMMEDIATELY BELOW THE TOP SECTION. 9. THE STRUT PLACEMENT ON DOORS CONSTRUCTED WITH 5 OR MORE SECTIONS MUST BE CONSISTENT WITH THE DOOR SHOWN. THE STRUTS FOR THE ADDITIONAL INTERMEDIATE SECTIONS ARE TO BE PLACED AS SHOWN ON THE THIRD SECTION. 10. THE STRUT PLACEMENT DIMENSION ON ALL SECTIONS LESS THAN 20-812" MUST BE REDUCED BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT Sc 20.812". 11. DOOR CONSTRUCTIONS OVER 8' TALL ARE AVAILABLE AND REQUIRE COMMERCIAL TRACK. REFER TO DRAWING D-408352. OHD/GENIE EQUIVALENCY CHART OHD DOOR SERIES No. GENIE DOOR SERIES No. PAN THICKNESS SERIES 188 1 SERIES GDS300 24 Go. SERIES 189 SERIES GDS30R 24 Ga. SERIES 281 SERIES GDS200 25 Go. SERIES 381 SERIES GDS550 25 Go. 3 1/8 rl OPENING HEIGHT (VARIES) SHAFT (� (VARIES) OPENING HEIGHT MINUS II" �2" X 6" WOOD JAMB 2" X 4" WOOD JAMB "D" 41 OR EQUIVALENT HORIZONTAL TRACK & COUNTERBALANCE i 12 R OPTIONAL SPLICE IN HORIZONTAL TRACK AT TOP OF RADIUS 405964-0002 -405964-0002 a7 046450-0003 54 1/2 1 36 20 1/2 405964-0001 J "-405964-0001 STANDARD TRACK DETAIL FOR 16' SCALE: 1/16" = 1" R TRACK END HINGE I �� 1-1/2 Low ' II 0 o NROLLER ROLLER SHAFT BRACKET 405742-0001(2 REO'D) DETAIL "F" SCALE: 1/4 407605-0004 -- TYP 2 PLCS 061166-0001 TYP 2 PLCS 407605-000: TYP 2 PLCS 061166-0001 TYP 2 PLCS 607935-0005 &- 405831-0003 TYP 4 PLACES 407605-0002 TYP 2 PLCS 061166-0001 �TYP 2 PLCS .968 2.093 VIEW "D—D" 2" TRACK .068 THK (VERTICAL) PANEL SECTION LETTER DESCRIPTION GATE APPF C REV PER EN 10099 01 09 98 J D REV PER EN 11060 05 29 02 M E REV PER EN 11205 11/12/02 D6 90141NG 0ij TER FILE CLC:4 <Acpr. asg Z 71- 26-70 WEATHERSEAL J SECTION "C-C" SCALE: 1/2 HEADPLATE `:HA' T SPRING ANCHOR BRACKET 8 400650-0001 f HS1 „G„ „C�__] , In 405771-0001 061166-0002 DOOR WIDTH CENTER STILE END STILE ROLLER BRACKET STRUTS/SECT. ROLLER VERTfGAGERACK U PER FTAHT) HARDWARE 16' 3 SINGLE YES 2 X 351.065 2" X 7/16" 068" 200 STD. NOTE: THIS DOOR IS DESIGNED FOR A +/- 25 PSF DESIGN WINDLOAD PRESSURE AND +/- 37.5 PSF TEST WINDLOAD PRESSURE. - 16'-0- MAX. WIDTH - INTERIOR ELEVATION SCALE: 1/16"=1" THE DRAWING AND/OR TECHNICAL INFORMATION ON T S SHEET IS THE PROPS OF OVERHEAD DOOR CORPORATION OR ITS SUBSIDIARY AND IS LOANED IN CONFIDENCE FOR ENGINEERING AND MUU ASVSIANCE PURPOSES ONLY, AND NA NOT BE REPRODUCED OR USED TO w ACTVRE —ING DISCLOSED HEREON WRHOUT THE E PRESS PERMISSION O< OVERHEAD DOOR CORPORATION WHICH wY REU TINS SHEET AT ANY TINE. JRE BOTTOM BAR CENTER STILE ` (3 408680-0004,5,6 2 407603-0001 (9 PLCS) „A„ „ F, "A SEE NOTE 4 HS STRUT T-Sps TOP FIXTURE END HINGE -TUBE STRUT AND STRAP - 409808-0001 TYP 2 PLCS 061166-0002 TYP 2 PLCS 1 7/8 THK. 4 SECTION "A —A" SCeAaLE: 1 /4 �1 g li %14 . s1 18 (7'-0""3SHOWN) 8'-0" 11 T MAX. HEIGHT ' u - ONLESS OTNE"ISE SPECI_ ED pVEpHEAD papA Ok y S. TE o NAME DATE DRAIN -. W3 6LOAD,~ 180/281 /381 , 25/37.5 PSF, 16'-0" MAX IxIc- �_ NIE w INCHTs:TOTr.RANCTs aN = DRAwN er: G.J.MOORE 11/18/94 WIERIAI N/A C.E. BY:-<= ADA JOHNSON 12/01/94 A ,�,e D,_O DD m 408832 NVNBER _ APPLIED FINISH: NONE UNR Of MEASURE: EACH APPROVED BY: S.B000HER 12/01 /94 S,,, 3 8 SHOT 1 of 2 rev � ca i `1 ( l 108 STK.070 STK 0 0 } 2-11/16 0 0 �- -1 - 2-13/32 P/N 409808-0001, TOP FIXTURE 2-11/32 .091 MIN I 0 to 3-9/16 O o 0 0 0 h- 2-7/16 P/N 405771 -XXXX, BOTTOM FIXTURE 2-1/4 1/8 1-7/8 5/8 .030 THK LENGTH = DOOR WIDTH - 1 " P/N 400650-0001, ROLLED HS-1 STRUT 0111116 -11/32 ItANGE .070 MIN 2-9/32 � � � 27/32 �----� 1-3/32 L � 1_3/4 � 4-3/8 I �00 1 00 0 0 0 3-3/16 0 0 0 0 0 2-1/2 O 0 0 2-3/8 .090 MIN �-- 7/16 .108 MIN P/N 407603-0001 , CENTER HINGE P/N 405742-0001 , BRACKET, ROLLER SHAFT P/N 405964 & 046450, BRACKET, SCAB 3 -� � LENGHT= DOOR WIDTH 2 — — — — — jL f L f.065 REF P/ 607935-0005 STRUCTURAL TUBING RECTANGULAR 065 THK. END STILE WITH CLOSED END CAP P/N 408794-0001,2,3 SCREW P/N 60591 1 -0001 SECTION "B-B" CENTER STILE P/N 408680-0004,5,6 �2 TUBE STRUT 607935-0005 AND STRAP 405831-0003 EACH CENTER STILE PART NUMBER 405964-0001 0="6450-0003 4" 5-i/8 7/16 DIA r. 1-13/16 DIA 7/16 --,-� �--- P/N 061166-0002, ROLLER ASSY END STILE WITH � CLOSED END CAP P/N 408794-0001,2,3 SCREW P/N 60591 1 -0001 SECTION "G-G" %.V 1-3/4 Ec= .108 MIN P/N 405964-0002, BRACKET, SCAB JOINT 1 3-00 1 --y 0 3/4 2.00 R I O P/N 405831-0003 STRUT STRAP LETTER DESCRIPTION DATE C REV PER EN 10099 01 09 98 D REV PER EN 11060 05 29 02 E REV PER EN 11205 11/12/02 o 0 0 2-1/16 THROW 4 5/8 0 0 0 3 -� P/N 409334-0001, SLIDE LOCK ASSY 7-9/16 CENTER STILE REF P/N 408680-C,004,5,6 a 7/16 I 7/16 DIA REF 1-13/16 DIA REF w i STEEL HS-1 STRU-, P/N 400650--0001 P/N 061 166-0001 , ROLLER ASSY, TR-3 BERLuMs DIV. 2-9/32 .070 MIN — I H 000 0 0 3-3/16 P/N 407605-XXXX. END HINGE PART 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 185 FLUSH 186 YES* FLUSH77TTET7 188 189 RiNC�1� EII21 281 S3 018 284 �19J5 0 285 _ j3ANCH A>8 381 ALE f `` - STD:_' 384 385 xssr : XE * " 2ANCf3 UNLESS OTHERWISE SPECIFIED AHEAD D NAME THE DRAWNG AND/OR TECHNICAL NFORIMTION ON THIS alMOmaxs ARE INrTCT.Es:TOLERANfFs aN pVE ppq TDB S. DRAWN — SHEET IS THE PROPERry OF OVERHEAD DOOR CORPORATION IKC MAL HqE ANGLES, �wryu' o(n�m(ytfO G.J. MOORE OR ITS SU8SIDVRY AND IS LOANED N CGWDENCE FOR pMw5Kx5 IAA1EiO6 t O b ENGINEERNG AND MUnU& ASSISTANCE PURPOSES ONLY, wTLRVL: CHECKED RY: MID MAY NOT BE REPRODUCED OR USED TO W NUFA^RIRE - A y Am rlMnva N/A ADA JOHNSON —NNG OISCLOSED HEREON WM40VT THE EXPRESS a� masm•<oF-Am • ./.A' APPLIED FINISH: lN0 OE APPRBO BY: PERMISSION OF OVERHEAD DOOR CORPORATION WHICH WY RECTHIS SHEET AT TIME. ALL ANY a sm Am•m- NONE CH EA— S.HIRE: -r ', W1 1btoAD, Y80/281 /3E 71/18/94 25/37.5 PSF, 16'-0" MAX 1 1 /23f,94a D-408832 O 1 SHEET L OE O or e Glazed Outswing.tnit�a 870 e e. ®•` APPROVED ARRANGEMENT. r iv. ice; Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". W—%.* lia,.y Test Data .Review -Certificate 13025447A: 130264478:13026447C and COP/Test Report Validation Matra 13026447A- 001,002.'003; 1302544794101, 002, OM;13025447C-001, 002, 003 provides addidonaf Information available from the ITS/WM webshe (www.etlsemko com) Ne Maso Cite websitil (www teasomte corn) or the Masonite technical center. Single Door with 1 Sidelite Maximum unit size = 6'0' x 8'0' Design Pressure +47.0/-47.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0013-02 or MAD-WL-MA0016-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: am 00 00 822 serles 1/2 GLASS: PM 108 series Oak raft E - woos. run "r•[tur•J 4dutl••Ir tram PIBERO LASS BNTRY DOOR9 14a�: ._•F�.f4u Fnsr Oe•n J— 17,2002Masonite r..nmm ou.urr o.... Our continuing Program mini.m of product imprara•a aprcienlidna, daaign and Product International Corporation dauil su*d to chinos wkMm nauca. XO or OX �� Glazed Outswing Unit /�� 8'099 FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: APPROVED SIDELITE STYLES: 450 series CERT1FlED TEST REPORTS: CTLA-805W 852 Series 810 Series 300 Series Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202 Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31132" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-OADE BCCO PA20-2 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). 1 - / aaf�5 State of Florida, Professional Engineer Kurt Balthazar, P.E. — License Number 56533 Test Data Review Cartif le /3026"7A: 130254478:13025447C and COPlrest Report Validation Matrix 'i3026447A- Ca1;DM, 003;130264476.001,002, an t3026447C-001, 002. 003 provide additional Intannation - "atilefrom the ITSMM website (www.etisemko.com), the Masordte wehsita (www.masonite.eom) or the MasoNte lachnical renter. Oak aft woos• ea<lo•Ir-ly f<e T t-�^' A000R5 --_- -_ ^or� • Mazanite International Corporation n FIBERGLASS ENTRY 01w7 eAb 6w.1 Dw" JUM 17, 2002 Ow ewYwinq ptoenm al prodta] Improvement mabuo•deumna design and pmdutl dated uejed to dneye Winnow notice. X'O or OX ©� \� NNUn OUTSWING UNIT WITH SINGLE DOOR ONE SIDELITE (BOXED CONSTRUCTION) TYPICAL HINGE ATTACHMENT e' e P BUTT HINGE (12 GAUGE) SIDE JAMB DOOR PANEL ©1 IN (FW7HEAO WOOD STREWS To"AOOED OURiNGI TALLATION SEE MINIARJM'INSTALLATION OETML TYPICAL MULLION ATTACHMENT FINGER•JOINTED KRN ORY WOOD FRAME HEADER %IN• X "MIT WITH 1fr STOP HEIGHT MINIMUM) SIDE JAMBS ATTACHED 8ACL•T0•9ACK MUST BE JOINED USING 1• X Itr LONG CORRAGATED FASTENERS LOCATED r _ FROM EACH ENO MAXIMUM AND 7- O.C. ""' -"' MAXIMUM (STOP SIDE) OR`110 X r RAT HERO 1.000. SCREWS LOCATED r FROM EACH ENO N CENTERLINE TYPICAL THRESHOLD & SIDE JAMB ATTACHMENT FINGER -JOINTED KILN DRY WOOD SIDE JAMB 41•IM'X 4Anr WITH Irr STOP •• HEIGHT MINIMUM) ❑E+ TYPICAL HEADER & SIDE JAMB ATTACHMENT FINGER -JOINTED (� rLONG z KILN DAY WOOD IlCLAOWN MUWON Z•I WIRE STAPLES (? WITH IX ? STOP HEIGHT MINIMUM L.,r` F!"GER-4111TEDKILN DRY WOOD SIOEJAMB ' V�tu•X 4-W r WITH Ilr STOP 1 HEIGHT MINIMUM) ................................... :R01 FOR TCHEIGHT SMALLER •. 141 FOR HEIGHTS GREATER THAN TO' TYPICAL THRESHOLD & MULLION ATTACHMENT SECTION A -A TYPICAL SIDE JAMB & SIDELITE PANEL BACK SEOOING ATTACHMENT rMBZ FlNGEA•JOINTED %ILN OAY WG00 ��11�� SIDE JAMB 'MTH I? STOP HEIGHT) SIDELITE PANEL A 4, (VFl to Xr-J THEAD WOOD SCREWS. LOCATE E FROM EACH CORNER 00 I4' O.C. NOTE. USE n0 X r FOR MULLION SIDE ATTACHMENT SECTION B-B TYPICAL THRESHOLD & SIDELITE PANEL ATTACHMENT SIOEL PAN /a X 1•Lr NIGH PER:OPMANCE L FLAtHEAO 3UMPERTHRESNOIA WOOD SCREWS OR 1•BI16' X 7/8' STOP (0) r LONG % I? EIGHT MINIMUM) CROWN WIRE CE KILN R-J VITED DCO STAPLES BUMPER BUMPER THRESHOLD MU- (H 11'Y TAr STOP (2•Irl XA•7? MINIMUM WITH I?STOP wax _ HEIGHT MWIMUF.q � ® j2t A10 X 7 NIGN PERFORMANCE 7HEAD BUMPER THRESHOLD Woo ScR�. HAr16'.X TM STOP LOCATE r FROM HEIGM MINIMUM) Test Oita Review Certificate 03026447A. 130264478: EACH CORNER. - NOTE USE n0 X r IM26447C and COP/Test Report Validation Mithx RAT HERO WOOD SCREWS I3026447A-001. 002. 003: 030264478-001. 002, OM: FOR HEADER ATTACHMENT /3026447C-MI, 002. 003 provides addidonal information -. availaDle from the.ITSMJH weosita 1=.eosemko.LOm), the Masonite weosite .masOnite.COm). or the Masonite technical center. r��}T-L-t�r�a- • :I. June 17. 2002 -. L.J G& o..oe. o.... 0. mit-Ala wag.. of wocluct trouw—tt m.kaI.aentwl>L sonite international Corporation d"a, ua omouw dew wefeet to warp. wuwut mtim XO or OX Unit �'NIf1WL=MA0003 02g SINGLE DOOR WITH 1 SIDELITE TAP. 61" UNIT 8'8" UNIT 13-15/16• 17-1/8' MAXIMUM ON CENTER TYP. I • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. •� t t t, t � Width of door unit plus 1/2" • Height of door unit plus 1/4" W-1k Haney Test Data Review Certificate #3026447A:.430264478" 13026447C and COPrrest Reaon validation Mattis 13026447A-001, 002. 003;130264478-001, 002 003;130MVC-001, 002 003 provides �..�.,, additional intonation • availabie from tne1T81WH website (www.edsemka.cam), the Masonite s "� �o website (www.masOnite.com) or the Masonite technical cente Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A1562) cylindrical and deadlock hardware be installed. • UNITS COVERED By COP DOCUMENT 3243% 3248, 3263" or 3268 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface baits be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure —see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. ! clud•d, tray PRFiilu^^..�t ✓/ ao �������� Ci/i/ e June 17, 2002 Our caNnmiq Pmgram of pmed urwo em mun sc.deouont ]Masonite International Corporation depn am twmd do" sueket to c wm was Wt nota:a . 0 I 0 I 0 I 0 cV 20-4-0 50-0-0 -TI 19-8-0}� 10-0-0 w c3 c� c3 e7 U-) n W 28-8-0 9-4-0 1�4+0 10-8-0 i P i 50-0-0 0 I co I OI SPRINGFIELD ��� NHME: W ELEVATION #2 DATE: 9/8/00 Q WITH TRAY REcn VISED: 6/02/06 IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 61G15S-31.003 (3) (c), EAST COAST LUMBER IS THE "TRUSS DESIGN ENGINEER". TRUSSES ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004. NOTE: BY APPROVING THIS PLACEMENT PLAN, THE CUSTOMER ACKNOWLEDGES THAT THIS PLACEMENT COMPLIES WITH THE STRUCTURAL INTENT OF THE PROJECT. 2255 AVOCADO AVE. MELB., FL. 32935 ® OFFICE: (321)254-1581 FAX: (321)254-1582 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (772)466-2480 FAX: (772)466-5336 *BUILDER'S WARNING* * THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. * FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI—B1 SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH TRUSS. * SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES AND CONNECTION. * ALTERATIONS AND/OR REPAIRS TO. TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. * BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. 9-4-0 PLATE HT. 12-0-0 PLATE HT. 13-0-0 PLATE. HT. 12 6 ( 0-4-3 7- 14" 18"1 DRAWN BY: ACJ ACAD BY: KSM DESIGN CRITERIA COUNTY: _ CODE: FBC-ASCE 7 LOADING: TILE MWF SPEED: 120 M.P.H. SCALE: 1/8" = 1'-0" EXPOSURE CATEGORY = B MEAN HEIGHT: 15'-0" IMPORTANCE FACTOR = 1 BUILDING TYPE = ENCLOSED TRUSS SPACING 24" O.C- EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF ps TC LICE: 20psf C 0: 1 sf TC DEAD: 15psf C U Opsf BC LIVE: OOpsf C D: sf DC DEAD: 05psf OUR FACTOR: 1.25 ADDITIONAL LOADS PER FBC & FRC NON -CONCURRENT BC LL IOpst FBC TABLE 1607.L27 FRC TABLE R301.4 (NOTE B) CONCURRENT BC STORAGE LL 20psf FOG TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B.G,H) NON —CONCURRENT BC MOVING LL 200# FBC TABLE 1607.1.31 DEFINITIONS MWF = MAIN VAND FORCE TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT B = POUNDS _IS, i f� ^i umber: Lot Number: Miscellaneous: Address: The information in this box is fora nistrative purposes only and is not part of the en ineer g review. Truss Fabricator:EAST COAST LUMBER- PLANT #1 Job Reference:SPF2TY - ENGLE/SPF2TY/M#3723/TRUSS ROBBINS I P.O. Box280055 Tampa, FL33682-0055 Engineering Index Sheet ENGINEERING, INC. Phone:(813)972-1135 Index Page 1of1 Job Number Date FBC - 2004 Chapter 16 and 23 Specification Quantity T06060952 06/08/2006 54 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 responslbilty of the Building Designer, as defined in ANSI/TPI 1-2002, Section 2.2. Permanent files of the original Truss Specificstlon Sheet are maintained by Robbins Engineering, Inc. Questions regarding this Index Sheet and/or the attached Specification Sheets may be directed to the truss fabricator listed above or Robbins Engineering, Inc. (Sofware - Online Plus) Date Mark 1 06/08/06 H1 5 106/08/061 H5 9 06/08/06 H9 13 106/08/061 H14 17 06/08/06 H18 21 06/08/06 H22 F— 25 106/08/061 T26 29 106/08/061 H30 33 106/08/061 T33A 37 106/08/061 HV12 41 06/08/06 MV2 45 06/08/06 PIG-1 49 06/08/06 j EJ5 53 106/08/061 HJ7 Date Mark 2 06/08/06 H2 6 06/08/O6 H6 10 06/08/06 G11 14 06/08/06 H15 18 106/08/O6 H19 22 06/08/06 H23 26 06/08/06 T27 30 106/08/06 H31 34 106/08/06 G34 38 06/08/06 MVS 42 106/08/06 V9 46 06/08/06 PIG-2 50 106/08/O6 CJ5 54 106/OSl06 HJ5 Date Mark 3 106/OS/06 H3 7 06/08/06 H7 11 106/08/06 H12 15 106/08/06 H16 19 106/08/06 H2O 23 06/08/06 1 H24 27 106/08/06 GE28 31 06/08/06 GE32 35 06/08/06 HV20 39 106/08/061 MV6 43 06/08/06 V8 47 06/08/06 if 51 06/08/06 CJ3 Date Mark 4 106/08/061 H4 8 06/08/O6 H8 12 106/08/061 H13 16 06/08/06 H17 20 06/08/06 H21 24 106/08/061 H25 28 106/08/061 9 32 106/08/061 T33 36 106/08/061 HV16 40 106/08/061 MV4 44 06/08/06 V4 48 06/08/06 1 EJ7A 52 06/08/06 1 CJ1 Index Page 1 of 1 Standard Loading: T.C. Live 20 psf T.0 Dead 15 psf B.0 Live 0 psf B.C. Dead 5 psf Total 40 psf ANSVASCE7-02 Wind Speed - 120 MPH Mean Roof Ht. - 15 FT Exposure Catergory - B Occupancy Factor - 1.00 M W FRS Enclosed Notes: Refer to individual truss design drawings for special loading conditions. Truss Design Engineer: Philip J. O'Regan License #: 58126 Address: P.O. Box 280055, Tampa, FL 33682 Date Sealed: 6/8/2006 Job Mark Cuan Type Span P1-H1 Left OH Right OH Engineering .SPF2TY H22 1 HIPP 280800 6 1- 2- 0 1- 2- 0 ENG1LE/SPF2TY/M#3723 HO 4-3 HO 4-3 O 0 0 0 N N O O TC '~ 7-0-0 14-8-0 7-070 4x4 3x12 2x4 L S2 M 3-10-3 BC 5x8 5x8 B C w:800 W:800 R:2534 R:2534 U: 519 U: 519 28-8-0 .. .. .-- 28-8-0 - - --� ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - A -K 0.50 4711 C 0.18 0.32 K -B 0.66 4698 C 0.17 0.49 Online Plus -- Version 19.0.028 S -L 0.99 5476 C 0.32 0.67 RUN DATE: 08-JUN-06 L -S2 0.89 5473 C 0.25 0.64 S2-M 0.88 5473 C 0.25 0.63 CSI -Size- ----Lumber---- M -C 1.00 5473 C 0.32 0.68 TC 1.00 2x 4 SP-#2 C -N 0.67 4699 C 0.17 0.50 BC 0.57 2x 4 SP-SS N -D 0.50 4710 C 0.18 0.32 WB 0.49 2x 4 SP-#3 --------Bottom Chords --------- PB --- 2x 4 SP-#3 A -J 0.52 4175 T 0.39 0.13 J -F 0.51 4175 T 0.39 0.12 Brace truss as follows: F -S1 0.44 4228 T 0.40 0.04 O.C. From To S1-I 0.51 4228 T 0.22 0.29 TC Cont. 0- 0- 0 28- 8- 0 I -H 0.57 5476 T 0.52 0.05 BC Cont. 0- 0- 0 28- 8- 0 H -S3 0.44 4228 T 0.40 0.04 S3-E 0.45 4228 T 0.40 0.05 Loading Live Dead (psf) E -G 0.51 4175 T 0.39 0.12 TC 20.0 15.0 G -D 0.52 4175 T 0.39 0.13 BC 0.0 5.0 ------------- Webs ------------- Total 20.0 20.0 40.0 J -K 0.04 152 T Spacing 24.0" K -F 0.03 137 C Lumber Duration Factor 1.25 F -B 0.20 633 T Plate Duration Factor 1.25 B -I 0.49 1540 T TC Fb=1.00 Fc=1.00 Ft=1.00 I -L 0.18 793 C BC Fb=1.00 Fc=1.00 Ft=1.00 L -H 0.07 143 C H -M 0.18 792 C Load Case # 1 Girder Loading H -C 0.49 1535 T Lumber Duration Factor 1.25 E -C 0.20 634 T Plate Duration Factor 1.25 E -N 0.03 136 C plf - Live Dead From To G -N 0.04 152 T TC V 40 30 0.0' 28.7' BC V 0 10 0.0' 28.7' TL Defl -0.54" in I -H L/607 TC V 50 38 7.0' 21.7' LL Defl -0.27" in I -H L/999 BC V 0 13 7.1' 21.5' DL Defl -0.39" at H L/831 BC V 280 280 7.1' CL-LB Shear // Grain in B -L 0.54 BC V 280 280 21.5' CL-LB Plates for each ply each face. PLATING CONFORMS TO TPI. Plus 6 Wind Load Case(s) REPORTS: SBCCI 9761 Plus 1 UBC LL Load Case(s) ROBBINS ENGINEERING, INC. BASED ON SP LUMBER Checked for NonConcurrent 200 USING GROSS AREA TEST. Lbs Moving Point Load applied Plate - LOCK 20 Ga, Gross Area at Panel Points and Mid -panel Plate - RHS 20 Ga, Gross Area on BC Jt Type Plt Size X Y JSI A LOCK 5.Ox 4.0 2.0 1.4 0.95 Jt React Uplft Size Req'd A LOCK 5.Ox 6.0 3.8 1.4 0.77 Lbs Lbs In-Sx In-Sx B LOCK 5.Ox 8.0-0.5-0.4 0.95 A 2534 519 8- 0 3- 0 L LOCK 4.Ox 4.0 Ctr 0.5 0.83 Hz = -82 C LOCK 5.0x 8.0 0.5-0-4 0.95 D 2534 519 8- 0 3- 0 D LOCK 5.Ox 4.0-2.0 1.4 0.95 Hz = 83 D LOCK 5.Ox 6.0-3.8 1-4 0.77 S1 LOCK 5.Ox 8.0 Ctr 0.8 0.99 Membr CSI P Lbs Axl-CSI-Bnd I LOCK 4.Ox 4.0-0.5 Ctr 0.87 ----------Top Chords---------- H LOCK 3.Ox 8.0 1.0 Ctr 0.90 Scale: 0.218" = 1 S3 LOCK 5.0x 8.0 Ctr 0.8 0.99 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder Step Down Hip Framing King Jacks Jack Open Faced Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 5476 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5265 ST. LUCIE BLVD, FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus- 0 1996-2006 Version 19.0.021, Engineering - Portrait 6/8/2006 11:10:52 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY H23 1 HIPP 280800 6 1- 2- 0 1- 2- 0 ENGLE/SPF2TY/M#3723 HO 4-3 HO 4-3 0 0 0 0 N N O O TC 9-0-0 10-8-0 9-0-0 5x6 3x4 5x6 B H C 6� i I �, \ 2x4 2x9 G / I i 9-10-3 ' 6 / 4x6 ,c. D F sl S2 E 3x83x6 - 3x63x8 W:800 W:800 R:1242 R:1242 U: 251 U: 251 BC 28-8-0 - 28-8-0 - - - - - -- - ALL PLATES ARE LOCK20 Scale: 0.218" = 1' Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.35 2x 4 SP-#2 BC 0.91 2x 4 SP-#2 WB 0.21 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 28- 8- 0 BC Cont. 0- 0- 0 28- 8- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1243 252 8- 0 1- 8 Hz = -106 D 1243 252 8- 0 1- 8 Robbins Engineering, Inc./Online Plus' I -D 0.28 2055 C 0.01 0.27 --------Bottom Chords --------- * -F 0.77 1835 T 0.18 0.59 F -S1 0.65 1794 T 0.18 0.47 S1-S2 0.91 1794 T 0.18 0.73 S2-E 0.65 1794 T 0.18 0.47 E -D 0.77 1835 T 0.18 0.59 ------------- Webs ------------- G -F 0.12 310 C F -B 0.14 458 T F -H 0.21 312 C H -E 0.21 312 C E -C 0.14 458 T E -I 0.12 310 C TL Defl -0.36" in S1-S2 L/902 LL Defl -0.19" in S1-S2 L/999 DL Defl -0.14" at S2 L/999 Shear // Grain in B -H 0.26 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 0.68 B LOCK 5.Ox 6..0 0.7-3.1 0.58 C LOCK 5.Ox 6.0-0.7-3.1 0.58 D LOCK 4.Ox 6.0 Ctr 0.1 0.68 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Hz = 107 NOTES: Trusses Manufactured by: Membr CSI P Lbs Axl-CSI-Bnd East Coast Lumber ----------Top Chords---------- Analysis Conforms To: A -G 0.28 2055 C 0.01 0.27 FBC2004 G -B 0.19 1740 C 0.01 0.18 OH Loading B -H 0.35 1559 C 0.01 0.34 Soffit psf 2.0 H -C 0.35 1559 C 0.01 0.34 Design checked for LL on BC C -I 0.19 1740 C 0.01 0.18 per BOCA (section 1606.2.3), Robbins Engineering. Inc./Online Plus'" 0 1996-2006 Version 19.0.02t, Engineering - Portrait 6/8/2006 11:1&52 AM Page 1 IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2055 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY H24 1 HIPP 280800 6 0 1- 2- 0 ENG1LE/SPF2TY/M#3723 HO 4-3 HO 4-3 0 0 TC 11-0-0 6-8-0 11-0-0 N O 5x6 5x6 B C 6 2x4 G � � 2x4 H 5-10-3 4Ax6 / 4Bx6 .. F S1 S2 E 3x4 3.6 3x6 3x8 W:800 W: 800 R:1215 R:1292 U: 236 U: 251 BC 28-8-0 ALL PLATES ARE LOCK20 Scale: 0.225" = 1' Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- TC 0.46 2x 4 SP-#2 BC 0.87 2x 4 SP-#2 WB 0.14 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 28- 8- 0 BC Cont. 0- 0- 0 28- 8- 0 WB 1 rows CLB on B -E Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Cases) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1216 236 8- 0 1- 8 Hz = -131 Robbins Engineering, Inc./Online P1us- A -G 0.31 2171 C 0.01 0.30 G -B 0.28 1851 C 0.02 0.26 B -C 0.46 1496 C 0.03 0.43 C -H 0.29 1803 C 0.02 0.27 H -D 0.30 2124 C 0.01 0.29 --------Bottom Chords --------- A -F 0.79 1941 T 0.18 0.61 F -S1 0.60 1525 T 0.15 0.45 S1-S2 0.87 1525 T 0.15 0.72 S2-E 0.60 1525 T 0.15 0.45 E -D 0.80 1902 T 0.18 0.62 ------------- Webs ------------- G -F 0.12 363 C F -B 0.14 445 T B -E 0.04 124 T 1 Br C -E 0.12 424 T E -H 0.12 374 C TL Defl -0.40" in S1-S2 L/811 LL Defl -0.26" in S1-S2 L/999 DL Defl -0.12" at S1 L/999 Shear // Grain in B -C 0.29 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 0.96 C LOCK 5.Ox 6.0-0.7-3.1 0.96 D LOCK 4.Ox 6.0 Ctr 0.1 0.72 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. D 1292 252 8- 0 1- 8 NOTES: Hz = 132 Trusses Manufactured by: East Coast Lumber Membr CSI P Lbs Axl-CSI-Bnd Analysis Conforms To: ----------Top Chords---------- FBC2004 Robbins Engineering, Inc./Online Plus- © 1996-2006 Version 19.0.02 Engineering - Portrait 6/8/2006 11 10:53 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: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2171 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW L1Job SPF2TY Mark H25 Quan Type Span P1-H1 Left OH Right OH HIPP 280800 6 0 1- 2- 0 Engineering ENAE/SPF2TY/M#3723 HO 4-3 HO 4-3 0 0 (V O TC 13-0-0 2-8-0 13-0-0 5x6 5.6 B c I� 6 3x9 Ili 3x4 / I J 6-10-3 4x6 24x6 A/� � j D c H S1 F S2 G 2x4 4x8 3x10 4x8 2x4 W:800 W:800 R:1146 R;1242 U: 236 U: 251 13C 28-8-0 28-8-0 ALL PLATES ARE LOCK20 Scale: 0.225" = 1' Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.49 2x 4 SP-#2 BC 0.70 2x 4 SP-#2 WB 0.61 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 28- 8- 0 BC Cont. 0- 0- 0 28- 8- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1147 236 8- 0 1- 8 Hz = -155 D 1243 252 8- 0 1- 8 Hz = 156 Membr CSI P Lbs Axl-CSI-Bnd Robbins Engineering, Inc./Online Plus- C -J 0.48 1336 C 0.01 0.47 J -D 0.49 1969 C 0.02 0.47 --------Bottom Chords --------- * -H 0.63 1768 T 0.17 0.46 H -S1 0.57 1768 T 0.19 0.38 S1-F 0.70 1768 T 0.19 0.51 F -S2 0.70 1768 T 0.19 0.51 S2-G 0.48 1768 T 0.19 0.29 G -D 0.63 1768 T 0.17 0.46 ------------- Webs ------------- H -I 0.08 267 T I -F 0.61 641 C B -F 0.09 322 T F -C 0.09 322 T F -J 0.61 641 C G -J 0.08 267 T TL Def1 -0.23" in S1-F L/999 LL Defl -0.15" in S1-F L/999 DL Defl -0.14" at S1 L/999 Shear // Grain in I -B 0.28 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type P1t Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.65 B LOCK 5.Ox 6.0 0.7-3.1 0.58 C LOCK 5.Ox 6.0-0.7-3.1 0.58 D LOCK 4.Ox 6.0 Ctr 0.1 0.65 S1 LOCK 4.Ox 8.0 Ctr 0.2 0.78 S2 LOCK 4.Ox 8.0 Ctr 0.2 0.78 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. ----------Top Chords ---------- A -I 0.49 1969 C 0.02 0.47 NOTES: I -B 0.48 1336 C 0.01 0.47 Trusses Manufactured by: B -C 0.13 1240 C 0.01 0.12 East Coast Lumber Robbins Engineering. Inc./Online Plus`" © 1996-2006 Version 19.0.02E Engineering - Portrait 6/812006 11:10:53 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 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1969 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SPF2TY Mark T26 Quan Type Span P1-H1 Left OH Right OH 2 TR 280800 6 0 1- 2- 0 Engineering ENGLE/SPF2TY/M#3723 HO 4-3 HO 4-3 0 0 TC 14-4-0 N O 14-4-0'i 5.6 6 2x4 B 3x6 3x6 S2 \ S1 2x4 i G 4.6 4x6 � 0 E D 5x6 5x6 W:800 SPL SPL W:800 R:1226 R:1322 U: 236 U: 251 BC 28-8-0 -_- �- 28-8-0 ALL PLATES ARE LOCK20 Scale: 0.226" = 1' Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.58 2x 4 SP-#2 BC 0.88 2x 4 SP-#2 WB 0.22 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 28- 8- 0 BC Cont. 0- 0- 0 28- 8- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1227 236 8- 0 1- 8 Hz = -171 C 1323 252 8- 0 1- 9 Hz = 172 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.58 2102 C 0.02 0.56 Robbins Engineering, Inc.iOnline P1usTM F -S2 0.58 1901 C 0.02 0.56 S2-B 0.43 1794 C 0.05 0.38 B -S1 0.43 1794 C 0.05 0.38 S1-G 0.58 1901 C 0.02 0.56 G -C 0.58 2102 C 0.02 0.56 --------Bottom Chords --------- * -E 0.88 1886 T 0.17 0.71 E -D 0.73 1251 T 0.11 0.62 D -C 0.88 1888 T 0.17 0.71 ------------- Webs ------------- F -E 0.15 470 C E -B 0.22 688 T B -D 0.22 688 T D -G 0.15 470 C TL Defl -0.32" in D -C L/999 LL Defl -0.18" in E -D L/999 DL Defl -0.12" at D L/999 Shear // Grain in A -F 0.30 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 0.70 B LOCK 5.Ox 6.0 Ctr-0.1 0.58 C LOCK 4.Ox 6.0 Ctr 0.1 0.70 E LOCK 5.Ox 6.0 Ctr-0.5 0.67 D LOCK 5.Ox 6.0 Ctr-0.5 0.67 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2102 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus"" 0 1996-2006 Version 19.0.02E Engineering -Portrait 502006 11�10:54 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY T27 1 TR 210400 6 1- 2- 0 0 ENG1E / S P F2 TY /M# 3 7 2 3 HO 4-3 HO 4-0-3 0 0 0 O TC 'i 14-4-0 7-0-0 4x4 B 6 S 2 2x4 3x4 / H J 7_6-3 3x4 A S1 p 2x4 3x4 4x4 3x4 W:800 W:800 R:1003 R: 965 U: 188 - U: 178 SC 21-4-0 21-4-0 ALL PLATES ARE LOCK20 Scale: 0.254" = 1' Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------T6p Chords---------- OnlinePlus -- Version 19.0.028 A -F 0.53 1406 C 0.01 0.52 RUN DATE: 08-JUN-06 F -S2 0.53 1225 C 0.01 0.52 S2-B 0.54 1117 C 0.00 0.54 CSI -Size- ----Lumber---- B -H 0.63 414 C 0.00 0.63 TC 0.63 2x 4 SP-#2--------Bottom Chords --------- BC 0.83 2x 4 SP-#2 A -E 0.83 1266 T 0.12 0.71 WB 0.26 2x 4 SP-#3 E -S1 0.50 639 T 0.05 0.45 S1-D 0.67 639 T 0.06 0.61 Brace truss as follows: D -I 0.51 176 T 0.00 0.51 O.C. From To ------------- Webs ------------- TC Cont. 0- 0- 0 21- 4- 0 F -E 0.14 449 C BC Cont. 0- 0- 0 21- 4- 0 E -B 0.22 697 T WB 1 rows CLB on B -D B -D 0.14 471 C 1 Br Attach CLB with (2)-10d nails D -H 0.23 739 T at each web. I -H 0.26 1051 C WindLd Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC TL Defl -0.27" in A -E L/878 LL Defl -0.18" in S1-D L/999 DL Defl -0.12" at S1 L/999 Shear // Grain in A -F 0.30 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 S1 LOCK 4.Ox 4.0 Ctr 0.2 0.84 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 1004 188 8- 0 1- 8 Trusses Manufactured by: Hz = -149 East Coast Lumber I 966 179 8- 0 1- 8 Analysis Conforms To: Hz = 235 FBC2004 Robbins Engineering, Inc./Online Plus- © 1996-2006 Version 19.0.026 Engineering - Portrait 6/8/2006 11 s 10:55 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: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 7.0 psf BC Dead Load 3.0 psf Max comp. force 1406 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW a Job Mark Quart Type Span P1-H1 Left OH Right OH Engineering SPF2TY H2 1 SP 500000 6 1- 2- 0 1- 2- 0 ENG1,E/SPF2TY/M#3723 HO 4-3 HO 4-3 0 0 0 0 N N O 0 TC,'i 7-0-0 30-8-0 12-4-0 '~ 3x8 6x6 3x6 3x8 2x4 4x8 S52x4 3x6 6x6 B K S1 L S Q T C 4 6-6-3 2-8-OA 2-8-OF G 6 / x6 A � � 3x6 0 J S2 F ._._ 2_ 8- O 3x6 3x8 6.10 II 4r W:800 E R S3 P R: 989 2x4 3x6 3x84x8 U: 203 w:800 R:2871 U: 528 BC, - 17-6-0 11-6-0 50-0-0 - - ALL PLATES ARE LOCK20 H S4 G 4x8 3x8 2x4 6 rFs W:800 R: 558 U: 123 21-0-0 Scale: 0.132" = 1' Rc.bbins Engineering, Inc./Online Plus- S1-L 0.30 961 C 0.00 0.30 D LOCK 4.Ox 6.0 Ctr 0.1 0.81 L -S 0.36 950 C 0.00 0.36 F LOCK 6.0x10.0 Ctr 1.2 0.75 Online Plus -- Version 19.0.028 S -S5 0.58 1343 T 0.22 0.36 RUN DATE: 08-JUN-06 S5-Q 0.51 1343 T 0.22 0.29 Q -T 0.51 1343 T 0.22 0.29 REFER TO ROBBINS ENG. GENERAL CSI -Size- ----Lumber---- T -C 0.22 222 T 0.03 0.19 NOTES AND SYMBOLS SHEET FOR TC 0.58 2x 4 SP-#2 C -0 0.49 242 T 0.00 0.49 ADDITIONAL SPECIFICATIONS. BC 0.82 2x 4 SP-#2 0 -D 0.49 516 C 0.00 0.49 CW 0.68 2x 4 SP-#3 --------Bottom Chords--------- NOTES: WB 0.50 2x 4 SP-#3 A -J 0.63 1247 T 0.13 0.50 Trusses Manufactured by: J -S2 0.59 1379 T 0.13 0.46 East Coast Lumber Brace truss as follows: S2-F 0.82 1379 T 0.13 0.69 Analysis Conforms To: O.C. From To E -R 0.47 70 C 0.00 0.47 FBC2004 TC Cont. 0- 0- 0 50- 0- 0 R -S3 0.36 197 C 0.00 0.36 OH Loading BC Cont. 0- 0- 0 50- 0- 0 S3-P 0.40 197 C 0.00 0.40 Soffit psf 2.0 WB 1 rows CLB on S -P P -H 0.62 676 C 0.00 0.62 Design checked for LL on BC WB 1 rows CLB on P -T H -S4 0.41 475 T 0.04 0.37 per BOCA (section 1606.2.3), Attach CLB with (2)-10d nails S4-G 0.48 475 T 0.07 0.41 IBC/IRC-2003 and FBC 2004 at each web. G -D 0.52 475 T 0.06 0.46 (section 1607.1), 20.0 psf. ---------- Chord -Webs ---------- Design checked for 10 psf non - Loading Live Dead (psf) E -F 0.68 224 T 0.00 0.68 concurrent LL on BC. TC 20.0 15.0 F -L 0.60 379 C 0.00 0.60 Prevent truss rotation at all BC 0.0 5.0 -------------Webs------------- bearing locations. Total 20.0 20.0 40.0 J -B 0.08 282 T Wind Loads - ANSI / ASCE 7-02 Spacing 24.0" J -K 0.13 233 C Truss is designed as a Main Lumber Duration Factor 1.25 K -F 0.31 534 C Wind -Force Resistance System. Plate Duration Factor 1.25 F -S 0.40 1275 T Wind Speed: 120 mph TC Fb=1.15 Fc=1.10 Ft=1.10 F -R 0.11 204 C Mean Roof Height: 15-0 BC Fb=1.10 Fc=1.10 Ft=1.10 R -S 0.08 259 T Exposure Category: B S -P 0.50 1706 C 1 Br Occupancy Factor : 1.00 P -Q 0.19 348 C Building Type: Enclosed Plus 6 Wind Load Case(s) P -T 0.32 1284 C 1 Br Zone location: Exterior Plus 2 Unbalanced Load Cases T -H 0.31 988 T TC Dead Load 7.0 psf Plus 1 UBC LL Load Case(s) H -C 0.21 375 C BC Dead Load 3.0 psf Plus 1 BC LL Load Case(s) H -0 0.40 598 C Unbalanced Loads Checked G -O 0.08 265 T Load Factors = 1.00 and 0.00 Checked for NonConcurrent 200 Max comp. force 1706 Lbs Lbs Moving Point Load applied TL Defl -0.35" in S2-F L/971 Quality Control Factor 1.00 at Panel Points and Mid -panel LL Defl -0.20" in S2-F L/999 on BC DL Defl -0.16" at S2 L/999 FABRICATOR NOTES: Shear // Grain in E -R 0.29 1. EAST COAST LUMBER & SUPPLY Jt React Uplft Size Req'd MAURICE A. SHASHOUA, Lbs Lbs In-Sx In-Sx Plates for each ply each face. P.E.#EB5251 & 19554 A 990 203 8- 0 1- 8 PLATING CONFORMS TO TPI. 5285 ST. LUCIE BLVD. Hz = -123 REPORTS: SBCCI 9761 FORT PIERCE FL. 34946 P 2872 529 8- 0 3- 4 ROBBINS ENGINEERING, INC. 2. !!!CAUTION!!! READ "SCSI-B1 D 558 123 8- 0 1- 8 BASED ON SP LUMBER SUMMARY SHEET" BEFORE Hz = 132 USING GROSS AREA TEST. HANDLING , INSTALLING & Plate - LOCK 20 Ga, Gross Area BRACING TRUSSES. Membr CSI P Lbs Axl-CSI-Bnd Plate - RHS 20 Ga, Gross Area 3. SEE ATTACHED DETAIL SHEET ----------Top Chords---------- Jt Type Plt Size X Y JSI FOR: 1-JACK NAILS. A -B 0.47 1397 C 0.03 0.44 A LOCK 4.Ox 6.0 Ctr 0.1 0.81 2-TBRACE. 3-BEARING BLOCK. B -K 0.31 1247 C 0.00 0.31 B LOCK 6.Ox 6.0 0.9-3.6 0.75 4. DESIGNER: JLW K -S1 0.31 961 C 0.00 0.31 C LOCK 6.0x 6.0-0.9-3.6 0.75 Robbins Engineering, Inc./Online Plus'" © 1996-2006 Version 19.0.028 Eng,"eering - Portrait 6/8/2006 11:10:38 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY H3 1 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPF2TY/M#3723 HO 4-3 HO 4-3 O 0 0 0 N O <`1 9-0-0 26-8-0 1474-0 O j 6x6 3x6 2x4 3x12 3x6 3x6 6x6 B T L S1 R S C 6 2x4-- K 3x8 5x9 S2 3x6 7-6-3 3x6 V7\70 2-8-OA A 2-8-OF � -7 J 2- 8- 0 S5 F 5x4 3x6 W:800 9x8 Sx10 6x12 D 2:::�� R:2166177�7�-1 U: 425 E Q S3 H S4 G, 2x4 4x14 5x16 4x8 5x8 2x4 W:800 R:2202 U: 430 Bc 17-6-0 32-6-0 - - 30-0-0 ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Robbins Engineering, Inc./Online Plus- B -T 0.28 3372 C 0.09 0.19 S5 LOCK 5.0x10.0 Ctr 0.8 0.83 T -L 0.46 5252 C 0.19 0.27 F LOCK 6.Oxl2.0 Ctr 1.2 0.91 Online Plus -- Version 19.0.028 L -Sl 0.86 5238 C 0.37 0.49 Q LOCK 4.Oxl4.0-0.5 Ctr 0.99 RUN DATE: 08-JUN-06 SI-R 0.75 5238 C 0.37 0.38 S3 LOCK 5.Oxl6.0 Ctr 0.8 0.96 R -S 0.51 3699 C 0.09 0.42 S4 LOCK 5.Ox 8.0 Ctr 0.8 0.96 CSI -Size- ----Lumber---- S -C 0.40 3126 C 0.06 0.34 TC 0.86 2x 4 SP-#2 C -S2 0.66 3372 C 0.20 0.46 BC 1.00 2x 4 SP-#2 S2-0 0.56 3478 C 0.08 0.48 REFER TO ROBBINS ENG. GENERAL EX E -S3 2x 4 SP-SS O -D 0.75 3979 C 0.27 0.48 NOTES AND SYMBOLS SHEET FOR EX S3-S4 2x 4 SP-SS --------Bottom Chords--------- ADDITIONAL SPECIFICATIONS. CW 0.48 2x 4 SP-#3 A -J 0.90 3565 T 0.32 0.58 WB 0.87 2x 4 SP-#3 J -S5 0.83 4429 T 0.74 0.09 NOTES: EX F -Q 2x 4 SP-#2 S5-F 1.00 4429 T 0.41 0.59 Trusses Manufactured by: PB --- 2x 4 SP-#3 E -Q 0.33 40 C 0.00 0.33 East Coast Lumber Q -S3 0.53 3552 T 0.30 0.23 Analysis Conforms To: Brace truss as follows: S3-H 0.55 3552 T 0.30 0.25 FBC2004 O.C. From To H -S4 0.51 3559 T 0.30 0.21 OH Loading TC Cont. 0- 0- 0 50- 0- 0 S4-G 0.88 3559 T 0.33 0.55 Soffit psf 2.0 BC Cont. 0- 0- 0 50- 0- 0 G -D 0.81 3559 T 0.31 0.50 Design checked for LL on BC WB 1 rows CLB on R -Q ---------- Chord -Webs ---------- per BOCA (section 1606.2.3), WB 1 rows CLB on S -H E -F 0.39 227 T 0.00 0.39 IBC/IRC-2003 and FBC 2004 WB 1 rows CLB on H -O F -L 0.48 377 C 0.00 0.48 (section 1607.1), 20.0 psf. Attach CLB with (2)-10d nails -------------Webs------------- Design checked for 10 psf non - at each web. K -J 0.08 218 C concurrent LL on BC. J -B 0.43 1343 T Prevent truss rotation at all Loading Live Dead (psf) J -T 0.87 1568 C bearing locations. TC 20.0 15.0 T -F 0.38 1192 T Wind Loads - ANSI / ASCE 7-02 BC 0.0 5.0 F -R 0.52 1631 T Truss is designed as a Main Total 20.0 20.0 40.0 F -Q 0.76 4125 T Wind -Force Resistance System. Spacing 24.0" R -Q 0.35 1417 C 1 Br Wind Speed: 120 mph Lumber Duration Factor 1.25 Q -S 0.08 260 T Mean Roof Height: 15-0 Plate Duration Factor 1.25 S -H 0.24 758 C 1 Br Exposure Category: B TC Fb=1.15 Fc=1.10 Ft=1.10 H -C 0.35 1097 T Occupancy Factor : 1.00 BC Fb=1.10 Fc=1.10 Ft=1.10 H -O 0.17 585 C 1 Br Building Type: Enclosed G -O 0.08 259 T Zone location: Exterior TC Dead Load 7.0 psf Plus 6 Wind Load Case(s) TL Defl -0.98" in Q -S3 L/598 BC Dead Load 3.0 psf Plus 1 UBC LL Load Case(s) LL Defl -0.58" in Q -S3 L/999 Max comp. force 5252 Lbs Plus 1 BC LL Load Case(s) DL Defl -0.62" at S3 L/947 Quality Control Factor 1.00 Shear // Grain in S4-G 0.43 Checked for NonConcurrent 200 FABRICATOR NOTES: Lbs Moving Point Load applied Plates for each ply each face. 1. EAST COAST LUMBER & SUPPLY at Panel Points and Mid -panel PLATING CONFORMS TO TPI. MAURICE A. SHASHOUA, on BC REPORTS: SBCCI 9761 P.E.#EB5251 & 19554 ROBBINS ENGINEERING, INC. 5285 ST. LUCIE BLVD. Jt React Uplft Size Req'd BASED ON SP LUMBER FORT PIERCE FL. 34946 Lbs Lbs In-Sx In-Sx USING GROSS AREA TEST. 2. M CAUTION M READ 11SCSI-B1 A 2167 425 8- 0 2- 9 Plate - LOCK 20 Gar Gross Area SUMMARY SHEET" BEFORE Hz = -150 Plate - RHS 20 Ga, Gross Area HANDLING , INSTALLING & D 2203 430 8- 0 2-10 Jt Type 'Plt Size X Y JSI BRACING TRUSSES. Hz = 159 A LOCK 3.Ox 6.0 1.4 0.7 0.91 3. SEE ATTACHED DETAIL SHEET A LOCK 5.Ox 4.0 3.2 1.1 0.93 FOR: 1-JACK NAILS. Membr CSI P Lbs Axl-CSI-Bnd B LOCK 6.Ox 6.0 0.9-3.6 0.75 2-TBRACE. 3-BEARING BLOCK. ----------Top Chords---------- C LOCK 6.Ox 6.0-0.9-3.6 0.75 4. DESIGNER: JLW A -K 0.42 4012 C 0.11 0.31 D LOCK 3.Ox 6.0-1.4 0.7 0.90 K -B 0.39 3752 C 0.09 0.30 D LOCK 5.Ox 4.0-3.2 1.1 0.91 Robbins Engineering. Inc./Online Plus- 0 1996-2006 Version 19.0,028 Engineering - Portrait 6/8/2006 11:10:39 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY H4 1 SP 500000 6 1- 2- 0 .1- 2- 0 ENGLE/SPF2TY/M##3723 HO 4-3 HO 4-3 0 0 0 N O O N O TC ,'~ 11-0-0 22-8-0 1674-0 6x8 2x4 3x10 3x6 3x6 6x6 B L S1 M P C 8-6-3 2-8-OA 2-8-OF sC 2x4 4x12 4x8 4x8 5x16 3x6 17-6-0 32-6-0 50-0-0 - EXCEPT AS SHOWN ALL PLATES ARE LOCK20 I W:800 R:2261 U: 430 Scale: 0.132" = 1' Robbins Engineering, Inc./Online Plus- * -B 0.23 3639 C 0.10 0.13 D LOCK 4.Ox 6.0-4.2 1.6 0.94 B -L 0.38 4383 C 0.07 0.31 F LOCK 6.Ox10.0 Ctr 1.2 0.93 Online Plus -- Version 19.0.028 L -S1 0.70 4377 C 0.29 0.41 I LOCK 4.Oxl2.0-0.5 Ctr 0.97 RUN DATE: 08-JUN-06 Si-M 0.96 4377 C 0.38 0.58 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.75 M -P 0.54 3318 C 0.07 0.47 S5 LOCK 5.Oxl6.0 Ctr 0.8 0.82 CSI -Size- ----Lumber---- P -C 0.26 2953 C 0.07 0.19 G LOCK 3.Ox 6.0 0.2 Ctr 0.58 TC 0.70 2x 4 SP-SS C -N 0.35 3301 C 0.07 0.28 EX S1-C 2x 4 SP-#2 N -S2 0.51 3919 C 0.20 0.31 EX C -S2 2x 4 SP-#2 S2-0 0.25 4004 C 0.14 0.11 REFER TO ROBBINS ENG. GENERAL BC 0.93 2x 4 SP-#2 O -D 0.24 4199 C 0.07 0.17 NOTES AND SYMBOLS SHEET FOR EX A -S3 2x 4 SP-SS --------Bottom Chords--------- ADDITIONAL SPECIFICATIONS. EX S5-D 2x 4 SP-SS A -J 0.54 3576 T 0.16 0.38 CW 0.32 2x 4 SP-#3 J -S3 0.39 3248 T 0.14 0.25 NOTES: WB 0.51 2x 4 SP-#3 S3-F 0.75 3248 T 0.30 0.45 Trusses Manufactured by: EX F -I 2x 4 SP-#2 E -I 0.68 27 T 0.00 0.68 East Coast Lumber PB --- 2x 4 SP-#3 I -S4 0.78 3195 T 0.53 0.25 Analysis Conforms To: S4-H 0.90 3195 T 0.53 0.37 FBC2004 Brace truss as follows: H -S5 0.93 3368 T 0.56 0.37 OH Loading O.C. From To S5-G 0.85 3368 T 0.15 0.70 Soffit psf 2.0 TC Cont. 0- 0- 0 50- 0- 0 G -D 0.44 3744 T 0.16 0.28 Design checked for LL on BC BC Cont. 0- 0- 0 50- 0- 0 ---------- Chord -Webs ---------- per BOCA (section 1606.2.3), WB 1 rows CLB on I -M E -F 0.28 231 T 0.01 0.27 IBC/IRC-2003 and FBC 2004 WB 1 rows CLB on P -H F -L 0.32 544 C 0.01 0.31 (section 1607.1), 20.0 psf. Attach CLB with (2)-10d nails -------------Webs------------- Design checked for 10 psf non - at each web. K -J 0.19 356 C concurrent LL on BC. J -B 0.11 372 T Prevent truss rotation at all Loading Live Dead (psf) B -F 0.47 1483 T bearing locations. TC 20.0 15.0 F -M 0.41 1297 T Wind Loads - ANSI / ASCE 7-02 BC 0.0 5.0 F -I 0.64 3476 T Truss is designed as a Main Total 20.0 20.0 40.0 I -M 0.35 1204 C 1 Br Wind -Force Resistance System. Spacing 24.0" I -P 0.09 283 T Wind Speed: 120 mph Lumber Duration Factor 1.25 P -H 0.18 545 C 1 Br Mean Roof Height: 15-0 Plate Duration Factor 1.25 H -C 0.36 1138 T Exposure Category: B TC Fb=1.15 Fc=1.10 Ft=1.10 H -N 0.51 596 C Occupancy Factor : 1.00 BC Fb=1.10 Fc=1.10 Ft=1.10 N -G 0.13 408 T Building Type: Enclosed G -O 0.08 310 C Zone location: Exterior TC Dead Load 7.0 psf Plus 6 Wind Load Case(s) TL Defl -0.73" in S4-H L/802 BC Dead Load 3.0 psf Plus 1 UBC LL Load Case(s) LL Defl -0.43" in S4-H L/999 Max comp. force 4383 Lbs Plus 1 BC LL Load Case(s) DL Defl -0.47" at E L/999 Quality Control Factor 1.00 Shear // Grain in S5-G 0.43 Checked for NonConcurrent 200 FABRICATOR NOTES: Lbs Moving Point Load applied Plates for each ply each face. 1. EAST COAST LUMBER & SUPPLY at Panel Points and Mid -panel PLATING CONFORMS TO TPI. MAURICE A. SHASHOUA, on BC REPORTS: SBCCI 9761 P.E.#EB5251 & 19554 ROBBINS ENGINEERING, INC. 5285 ST. LUCIE BLVD. Jt React Uplft Size Req'd BASED ON SP LUMBER FORT PIERCE FL. 34946 Lbs Lbs In-Sx In-Sx USING GROSS AREA TEST. 2. !!!CAUTION!!! READ "SCSI-B1 A 2183 425 8- 0 2- 9 Plate - LOCK 20 Ga, Gross Area SUMMARY SHEET" BEFORE Hz = -177 Plate - RHS 20 Ga, Gross Area HANDLING , INSTALLING & D 2262 430 8- 0 2-11 Jt Type Plt Size X Y JSI BRACING TRUSSES. Hz = 186 A LOCK 3.Ox 6.0 1.4 0.7 0.91 3. SEE ATTACHED DETAIL SHEET A LOCK 5-Ox 4.0 3.2 1.1 0.93 FOR: 1-JACK NAILS. Membr CSI P Lbs Axl-CSI-Bnd B LOCK 6.Ox 8.0 1.4-3.8 0.80 2-TBRACE. 3-SEARING BLOCK. ----------mop Chord----------- c LOCK 6.Ox 0.0-0.9-3.6 0.75 4. DESIGNER: JLW A -K 0.21 4009 C 0.06 0.19 D LCICK 2.6x 6.0-1.4 6.9 6.49 Robbins Engineering, Inc./Online Plus" 0 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11:10:40 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Etrghieeriag SPF2TY HS 1 SP 500000 6 1- 2- 0 1- 2- 0 ENG E/SPF2TY/M##3723 HO 4-3 HO 4-3 0 0 0 0 N N O 0 TC.'� 13-0-0 18-8-0 _ 18-4-0 ',''� 6x8 2x4 3x83x6 6x8 B M S1 N C 9-6-3 2-8-OA 2-8-OF BC 2.4 4x12 4x8 3x6 4x8 3x6 W:800 R:2287 U: 430 17-6-0 50-0-0 ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Robbins Engineering, Inc./Online P1us- S1-N 0.72 3718 C 0.09 0.63 I LOCK 4.0x12.0-0.5 Ctr 0.90 N -C 0.72 2984 C 0.14 0.58 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.99 Online Plus -- Version 19.0.028 C -O 0.49 3163 C 0.06 0.43 S5 LOCK 4.Ox 8.0 Ctr 0.2 0.93 RUN DATE: 08-JUN-06 0 -S2 0.63 3923 C 0.23 0.40 G LOCK 3.Ox 6.0 0.2 Ctr 0.58 S2-P 0.38 4017 C 0.10 0.28 CSI -Size- ----Lumber---- P -D 0.49 4232 C 0.12 0.37 TC 0.72 2x 4 SP-#2 --------Bottom Chords--------- REFER TO ROBBINS ENG. GENERAL BC 0.94 2x 4 SP-#2 A -K 0.74 3575 T 0.31 0.43 NOTES AND SYMBOLS SHEET FOR CW 0.25 2x 4 SP-#3 K -S3 0.77 3575 T 0.33 0.44 ADDITIONAL SPECIFICATIONS. WB 0.43 2x 4 SP-#3 S3-J 0.68 3575 T 0.60 0.08 EX F -I 2x 4 SP-#2 J -F 0.61 3119 T 0.52 0.09 NOTES: PB --- 2x 4 SP-#3 E -I 0.59 25 T 0.00 0.59 Trusses Manufactured by: I -S4 0.64 2825 T 0.25 0.39 East Coast Lumber Brace truss as follows: S4-H 0.86 2825 T 0.47 0.39 Analysis Conforms To: O.C. From To H -S5 0.94 3316 T 0.55 0.39 FBC2004 TC Cont. 0- 0- 0 50- 0- 0 S5-G 0.79 3316 T 0.55 0.24 OH Loading BC Cont. 0- 0- 0 50- 0- 0 G -D 0.93 3778 T 0.32 0.61 Soffit psf 2.0 WB 1 rows CLB on I -N ---------- Chord -Webs ---------- Design checked for LL on BC WB 1 rows CLB on H -0 E -F 0.25 227 T 0.00 0.25 per BOCA (section 1606.2.3), Attach CLB with (2)-10d nails F -M 0.18 397 C 0.01 0.17 IBC/IRC-2003 and FBC 2004 at each web. -------------Webs------------- (section 1607.1), 20.0 psf. K -L 0.07 247 T Design checked for 10 psf non - Loading Live Dead (psf) L -J 0.38 511 C concurrent LL on BC. TC 20.0 15.0 J -B 0.12 386 T Prevent truss rotation at all BC 0.0 5.0 B -F 0.34 1060 T bearing locations. Total 20.0 20.0 40.0 F -N 0.32 1018 T Wind Loads - ANSI / ASCE 7-02 Spacing 24.0" F -I 0.58 3177 T Truss is designed as a Main Lumber Duration Factor 1.25 I -N 0.43 1255 C 1 Br Wind -Force Resistance System. Plate Duration Factor 1.25 I -C 0.24 303 T Wind Speed: 120 mph TC Fb=1.15 Fc=1.10 Ft=1.10 H -C 0.24 769 T Mean Roof Height: 15-0 BC Fb=1.10 Fc=1.10 Ft=1.10 H -0 0.21 692 C 1 Br Exposure Category: B 0 -G 0.15 483 T Occupancy Factor : 1.00 G -P 0.11 366 C Building Type: Enclosed Plus 6 Wind Load Case(s) Zone location: Exterior Plus 1 UBC LL Load Case(s) TL Defl. -0.74" in H -S5 L/786 TC Dead Load 7.0 psf Plus 1 BC LL Load Case(s) LL Defl -0.44" in H -S5 L/999 BC Dead Load 3.0 psf DL Defl -0.43" at E L/999 Max comp. force 4232 Lbs Checked for NonConcurrent 200 Shear // Grain in S5-G 0.44 Quality Control, Factor 1.00 Lbs Moving Point Load applied at Panel Points and Mid -panel Plates for each ply each face. FABRICATOR NOTES: on BC PLATING CONFORMS TO TPI. 1. EAST COAST LUMBER b SUPPLY REPORTS: SBCCI 9761 MAURICE A. SHASHOUA, it React Uplft Size Req'd ROBBINS ENGINEERING, INC. P.E..#EB5251 6 19554 Lbs Lbs In-Sx In-Sx BASED ON SP LUMBER 5285 ST. LUCIE BLVD. A : 2195 425 8- 0 2- 9 USING GROSS AREA TEST. FORT PIERCE FL. 34946 Hz = -204 Plate - LOCK 20 Ga, Gross Area 2. !!!CAUTION!!! READ "SCSI-B1 D 2287 430 8- 0 2-11 Plate - RHS 20 Ga, Gross Area SUMMARY SHEET" BEFORE Hz = 213 it Type Plt Size X Y JSI HANDLING , INSTALLING S A LOCK 3.Ox 6.0 1.4 0.7 0.90 BRACING TRUSSES. Membr CSI P Lbs Axl-CSI-Bnd A LOCK 5.Ox 4.0 3.2 1.1 0.92 3. SEE ATTACHED DETAIL SHEET ----------Top Chords---------- B LOCK 6.Ox 8.0 0.9-3.8 0.78 FOR: 1-JACK NAILS. A -L 0.55 4000 C 0.21 0.34 C LOCK 6.Ox 8.0-0.9-3.8 0.75 2-TBRACE. 3-BEARING BLOCK. L -B 0.53 3493 C 0.17 0.36 D LOCK 3.Ox 6.0-1.4 0.7 0.96 4. DESIGNER: JLW B -M 0.40 3721 C 0.09 0.31 D LOCK 4.Ox 6.0-4.2 1.6 0.95 M -S1 0.53 3718 C 0.16 0.37 F LOCK 6.Ox10.0 Ctr 1.2 0.87 Robbins Engineering, Inc./Online Plus"" © 1996-2006 Version 19.0.028 Engineering - Portrait 6/8;2006 11:10:40 AM Page 1 Er:gbteering Job Mark Quan Type Span P1-H1 Left OH Right OH SPF2TY H6 1 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPF2TY/M#3723 HO 4-3 HO 4-3 o O O O N N O O TC '" 15-0-0 14-8-0 20-4-0 14 6x8 2x4 3x8 3x6 6x8 B M S6 N C 3x8 -per 6 S1 3x6 3x6 L \ / 0 I \ % 3x10 10-6-3 5x4 S2 2x4 2-8-OF 3.6 / -\ / P x6 K S3F \/����4 x6 W:800 2- 8- 0 2x4 5x10 6x10 \ D R:2209 J U: 425 3.6 E I S4 H S5 G 2x4 4x10 3x8 3x6 4x8 3x6 W:800 R:2298 U: 430 BC 17-6-0 32-6-0 ; 50-0-0 --.._. .. ALL PLATES ARE LOCK20 Scale: 0. 131 V Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.83 2x 4 SP-#2 BC 0.78 2x 4 SP-SS EX A -S3 2x 4 SP-#2 EX E -S4 2x 4 SP-#2 Cw 0.29 2x 4 SP-#3 WB 0.94 2x 4 SP-43 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on L -J WB 1 rows CLB on I -N WB 1 rows CLB on I -C WB 1 rows CLB on H -O Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied Robbi:!s GngineerincI, Inc../Online P1us- S1-B 0.79 3344 C 0.23 0.56 B -M 0.25 3250 C 0.07 0.18 M -S6 0.38 3249 C 0.11. 0.27 S6-N 0.53 3249 C 0.07 0.46 N -C 0.50 2696 C 0.04 0.46 C -0 0.52 2992 C 0.06 0.46 O -S2 0.70 3861 C 0.25 0.45 S2-P 0.64 3966 C 0.25 0.39 P -D 0.56 4227 C 0.23 0.33 --------Bottom Chords --------- * -K 0.84 3571 T 0.31 0.53 K -S3 0.83 3571 T 0.33 0.50 S3-J 0.78 3571 T 0.17 0.61 J -F 0.34 2994 T 0.13 0.21 E -I 0.47 30 T 0.00 0.47 I -S4 0.63 2666 T 0.23 0.40 S9-H 0.47 2666 T 0.23 0.24 H -S5 0.53 3238 T 0.28 0.25 S5-G 0.46 3238 T 0.28 0.18 G -D 0.54 3776 T 0.16 0.38 ---------- Chord -Webs ---------- E -F 0.29 224 T 0.00 0.29 F -M 0.10 291 C 0.06 0.04 ------------- Webs ------------- K -L 0.08 267 T L -J 0.19 647 C 1 Br J -B 0.15 473 T B -F 0.26 820 T F -N 0.29 904 T F -I 0.94 2931 T I -N 0.49 1192 C 1 Br I -C 0.06 200 T 1 Br H -C 0.27 867 T H -O 0.30 807 C 1 Br O -G 0.18 575 T G -P 0.15 416 C TL Defl -0.82" in H -S5 L/715 LL Defl -0.51" in H -S5 L/999 DL Defl -0.38" at E L/999 Shear // Grain in S3-J 0.45 at Panel Points and Mid -panel Plates for each ply each face, on BC PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 Jt React Uplft. Size Req'd ROBBINS ENGINEERING, INC. Lbs Lbs In-Sx In-Sx BASED ON SP LUMBER A 2210 425 8- 0 2-10 USING GROSS AREA TEST. Hz = -230 Plate - LOCK 20 Ga, Gross Area D 2298 430 8- 0 2-11 Plate - RHS 20 Ga, Gross Area Hz = 240 Jt Type Plt Size X Y JSI A LOCK 3.Ox 6.0 1.4 0.7 0.90 Membr CSI P Lbs Axl-CSI-Bnd A LOCK 5.Ox 4.0 3.2 1.1 0.92 ----------Top Chords---------- B LOCK 6.Ox 8.0 0.9-3.8 0.92 A -L 0.83 3990 C 0.29 0.54 C LOCK 6.Ox 8.0-0.9-3.8 0.76 L -S1 0.63 3456 C 0.08 0.55 D LOCK 3.Ox 6.0-1.4 0.7 0.96 Robbins Engineering, Inc./Online Plus- 0 1996-2006 Version 19.0,028 Engineering - Portrait 602006 11:10.41 AM Page 1 D LOCK 4.Ox 6.0-4.2 1.6 0.95 S3 LOCK 5.0x10.0 Ctr 0.8 0.91 F LOCK 6.Ox10.0 Ctr 1.2 0.98 I LOCK 4.0x10.0-1.0 Ctr 0.94 S5 LOCK 4.Ox 8.0 Ctr 0.2 0.78 G LOCK 3.Ox 6.0 0.2 Ctr 0.58 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior - TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4227 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SPF2TY Mark H% Quan Type 1 SP Span 500000 P1-H1 6 Left OH 1- 4- 0 Right OH 1- 4- 0 Engineering ENGLE/SPF2TY/M#3723 HO 4-3 O O HO 4-3 0 0 O TC '' 17-0-0 10-8-0 22-4-0 p 0 2x4 6x6 3x6 6x6 B L C 3x6 6 K 3x6 3x10 M 2.4 S1 AS2 11-6-3 J 3x8 2-8-OA 5x4 3.6 2-8-OI' 3A �/ N 5x4 I S3 3x6 W:800 3x64x8 D _.'.. R:2238 -_ U: 427 E H S4 G S5 0 2x4 5x164x8 3x6 4x8 2x4 .I W:800 F. R:2226 #l0x16 U: 432 BC 17-6-0 32-6-0 50-0-0 P_a ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.131" = 1' . Robbins Engineering, Inc./Online Plus'" B -B 0.21 2849 C 0.05 0.16 F LOCK 10.0x16.0-0.4 3.3 0.94 B -L 0.34 2842 C 0.07 0.27 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.95 Online Plus -- Version 19.0.028 L -C 0.31 2371 C 0.03 0.28 S5 LOCK 4.Ox 8.0 Ctr 0.2 0.97 RUN DATE: 08-JUN-06 C -M 0.72 2665 C 0.16 0.56 M -S2 0.67 3352 C 0.07 0.60 CSI -Size- ----Lumber---- S2-N 0.59 3466 C 0.08 0.51 REFER TO ROBBINS ENG. GENERAL TC 0.92 2x 4 SP-#2 N -D 0.92 3990 C 0.31 0.61 NOTES AND SYMBOLS SHEET FOR BC 0.89 2x 4 SP-#2 --------Bottom Chords--------- ADDITIONAL SPECIFICATIONS. CW 0.62 2x 4 SP-#3 A -I 0.89 3671 T 0.32 0.57 WB 0.89 2x 4 SP-#3 I -S3 0.73 3249 T 0.54 0.19 NOTES: PB --- 2x 4 SP-#3 S3-F 0.89 3249 T 0.29 0.60 Trusses Manufactured by: E -H 0.87 62 C 0.00 0.87 East Coast Lumber Brace truss as follows: H -S4 0.86 3030 T 0.26 0.60 Analysis Conforms To: O.C. From To S4-G 0.77 3030 T 0.27 0.50 FBC2004 TC Cont- 0- 0- 0 50- 0- 0 G -S5 0.87 3569 T 0.33 0.54 OH Loading BC Cont. 0- 0- 0 50- 0- 0 S5-0 0.69 3569 T 0.33 0.36 Soffit psf.2.0 WB 1 rows CLB on K -F 0 -D 0.85 3569 T 0.31 0.54 Design checked for LL on BC WB 1 rows CLB on L -H ---------- Chord -Webs ---------- per BOCA (section 1606.2.3), WB 1 rows CLB on H -M E -F 0.62 240 T 0.01 0.61 IBC/IRC-2003 and FBC 2004 WB 1 rows CLB on G -N F -B 0.28 74 T 0.00 0.28 (section 1607.1), 20.0 psf. WB 1 rows CLB on F -B -------------Webs------------- Design checked for 10 psf non - Attach CLB with (2)-10d nails J -I 0.10 338 C concurrent LL on BC. at each web. I -K 0.14 441 T Prevent truss rotation at all K -F 0.19 668 C 1 Br bearing locations. Loading Live .Dead (psf) B -F 0.34 1066 T NOTE: USER MODIFIED PLATES TC 20.0 15.0 F -L 0.11 346 T This design may have plates BC 0.0 5.0 F -H 0.89 2783 T selected through a plate Total 20.0 20.0 40.0 L -H 0.42 726 C 1 Br monitor. Spacing 24.0" H -C 0.29 771 T Wind Loads - ANSI / ASCE 7-02 Lumber Duration Factor 1.25 H -M 0.40 949 C 1 Br Truss is designed as a Main Plate Duration Factor 1.25 G -M 0.15 475 T Wind -Force Resistance System. TC Fb=1.15 Fc=1.10 Ft=1.10 G -N 0.17 612 C 1 Br Wind Speed: 120 mph BC Fb=1.10 Fc=1.10 Ft=1.10 O -N 0.08 270 T Mean Roof Height: 15-0 Exposure Category: B TL Defl -0.81" in E -H L/717 Occupancy Factor : 1.00 Plus 6 Wind Load Case(s) LL Defl -0.42" in E -H L/999 Building Type:.Enclosed Plus 1 UBC LL Load Case(s) DL Defl -0.37" at E L/999 Zone location: Exterior Plus 1 BC LL Load Case(s) Shear // Grain in S5-0 0.43 TC Dead Load 7.0 psf BC Dead Load 3.0 psf Checked for NonConcurrent 200 Plates for each ply each face. Max comp. force 4115 Lbs Lbs Moving Point Load applied PLATING CONFORMS TO TPI. Quality Control Factor 1.00 at Panel Points and Mid -panel REPORTS: SBCCI 9761 - on BC ROBBINS ENGINEERING, INC. FABRICATOR NOTES: BASED ON SP LUMBER 1. EAST COAST LUMBER 6 SUPPLY Jt React Uplft Size Req'd USING GROSS AREA TEST. MAURICE A. SHASHOUA, Lbs Lbs In-Sx In-Sx Plate - LOCK 20 Ga, Gross Area P.E.#EB5251 6 19554 A 1 2239 427 8- 0 2-10 Plate - RHS 20 Ga, Gross Area 5285 ST. LUCIE BLVD. Hz = -258 Jt Type Plt Size X Y JSI FORT PIERCE FL, 34946 D 2227 432 8- 0 2-10 A LOCK 3.Ox 6.0 1.4 0.7 0.93 2. !!!CAUTION!!! READ "SCSI-B1 Hz = 268 A LOCK 5.Ox 4.0 3.2 1.1 0.98 SUMMARY SHEET" BEFORE B LOCK 6.Ox 6.0 0.9-3.6 0.75 HANDLING , INSTALLING 6 Membr CSI P Lbs Axl-CSI-Bnd L LOCK 3.Ox 6.0-0.4 Ctr 0.60 BRACING TRUSSES. ----------Top Chords---------- C LOCK 6.Ox 6.0-0.9-3.6 0.75 3. SEE ATTACHED DETAIL SHEET A -J 0.47 4115 C 0.12 0.35 D LOCK 3.Ox 6.0-1.4 0.7 0.90 FOR: 1-JACK NAILS. J -S1 0.46 3894 C 0.20 0.26 D LOCK 5.0z 4.0-3.2 1.1 0.92 2-TBRACE. 3-BEARING BLOCK. S1-K 0.54 3805 C 0.20 0.34 I LOCK 3.Ox 6.0-0.3 Ctr 0.58 4. DESIGNER: JLW K -B 0.38 3109 C 0.06 0.32 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.77 Robbins Engineen,g, Inc./Online Plus'"' © 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11:31: 18 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY H8 1 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPF2TY/M#3723 HO 4-3 0 0 0 0 TC ' 19-0-0 12-6-3 2-8-OA BC 6-8-0 6x6 6x8 B C HO 4-3 0 0 cv 0 24-4-0 U: 9L7 k: R 1 S9 n J0 ti 2x42x4 4x10 3x8 3x6 4x8 3x6 W:800 R:2194 2.4 U: 930 17- 6- 0 10-0-0 7-6-0 32-6-0 Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.73 2x 4 SP-#2 BC 0.49 2x 4 SP-SS EX A -S3 2x 4 SP-#2 CW 0.69 2x 4 SP-93 WB 0.75 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on M -F WB 1 rows CLB on I -C WB 1 rows CLB on I -O WB 1 rows CLB on H -P Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) 50-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- L -S1 0.33 3662 C 0.13 0.20 S1-M 0.58 3573 C 0.08 0.50 M -B 0.73 2888 C 0.18 0.55 B -C 0.50 2581 C 0.08 0.42 C -0 0.63 2430 C 0.04 0.59 O -S2 0.65 3138 C 0.06 0.59 S2-P 0.47 3247 C 0.07 0.40 P -Q 0.49 3733 C 0.09 0.40 Q -D 0.39 4067 C 0.11 0.28 --------Bottom Chords --------- * -K 0.97 3515 T 0.32 0.65 K -S3 0.68 3156 T 0.27 0.41 S3-F 0.47 3156 T 0.15 0.32 R -I 0.27 70 C 0.00 0.27 I -S4 0.34 2838 T 0.24 0.10 S4-H 0.40 2838 T 0.13 0.27 H -S5 0.42 3352 T 0.16 0.26 S5-G 0.35 3352 T 0.15 0.20 G -D 0.49 3623 T 0.16 0.33 ---------- Chord -Webs ---------- F -B 0.41 804 T 0.16 0.25 R -F 0.69 223 T 0.00 0.69 ------------- Webs ------------- L -K 0.13 344 C K -M 0.12 409 T M -F 0.26 735 C 1 Br F -C 0.23 744 T F -I 0.75 2353 T I -C 0.09 165 C 1 Br I -O 0.50 1019 C 1 Br H -O 0.18 574 T H -P 0.19 633 C 1 Br G -P 0.10 330 T G -Q 0.14 299 C TL Defl -0.59" in S4-H L/998 LL Defl -0.33" in S4-H L/999 DL Defl -0.37" at S4 L/999 Shear // Grain in S5-G 0.43 Checked for NonConcurrent 200 Lbs Moving Point Load applied Plates for each ply each face. at Panel Points and Mid -panel PLATING CONFORMS TO TPI. on BC REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. it React Uplft Size Req'd BASED ON SP LUMBER Lbs Lbs In-Sx In-Sx USING GROSS AREA TEST. A 2157 425 8- 0 2- 9 Plate - LOCK 20 Ga, Gross Area Hz = -284 Plate - RHS 20 Ga, Gross Area D 2194 430 8- 0 2- 9 it Type Plt Size X Y JSI Hz = 294 A LOCK 3.Ox 6.0 1.4 0.7 0.89 A LOCK 5.Ox 4.0 3.2 1.1 0.89 Membr CSI P Lbs Axl-CSI-Bnd B LOCK 6.Ox 6.0 0.9-3.6 0.75 ----------Top Chords---------- C LOCK 6.Ox 8.0-0.9-3.8 0.75 A -L 0.41 3939 C 0.17 0.24 D LOCK 3.Ox 6.0-1.4 0.7 0.92 Robbins Engineering. Inc./Online Plus'" O 1996-2006 Version 19.0,028 Engineering -Portrait 6/8/2006 11:10:42 AM Pagel Scale: 0.131" = 1' D LOCK 5.Ox 4.0-3.2 1.1 0.96 K LOCK 3.Ox 6.0-0.7 Ctr 0.64 F LOCK 6.Oxl2.0 Ctr 1.2 0.85 S5 LOCK 4.Ox 8.0 Ctr 0.2 0.78 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4067 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SPF2TY H9 1 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPF2TY/M#3723 HO 4-3 HO 4-3 0 0 0 0 N N O O TC '' 19-0-0 6-8-0 24-4-0 6x6 6x8 B C 12-6-3 2-8-OA BC 2x42x4 4x10 3x8 3x6 4x8 3x6 W:800 2x9 R:2194 U: 430 17- 6- 0 10-0-0 7-6-0 32-6-0 50-0-0 ALL PLATES ARE LOCK20 Scale: 0.131=1' Robbins Engineering, Inc./Online Plus- L -S1 0.33 3662 C 0.13 0.20 D LOCK 5.0x 4.0-3.2 1.1 0.96 Si-M 0.58 3573 C 0.08 0.50 K LOCK 3.Ox 6.0-0.7 Ctr 0.64 Online Plus -- Version 19.0.028 M -B 0.73 2888 C 0.18 0.55 F LOCK 6.Oxl2.0 Ctr 1.2 0.85 RUN DATE: 08-JUN-06 B -C 0.50 2581 C 0.08 0.42 S5 LOCK 4.Ox 8.0 Ctr 0.2 0.78 C -0 0.63 2430 C 0.04 0.59 CSI -Size- ----Lumber---- O -S2 0.65 3138 C 0.06 0.59 TC 0.73 2x 4 SP-42 S2-P 0.47 3247 C 0.07 0.40 REFER TO ROBBINS ENG. GENERAL BC 0.49 2x 4 SP-SS P -Q 0.49 3733 C 0.09 0.40 NOTES AND SYMBOLS SHEET FOR EX A -S3 2x 4 SP-#2 Q -D 0.39 4067 C 0.11 0.28 ADDITIONAL SPECIFICATIONS. CW 0.69 2x 4 SP-#3 --------Bottom Chords --------- WB 0.75 2x 4 SP-#3 A -K 0.97 3515 T 0.32 0.65 NOTES: PB --- 2. 4 SP-#3 K -S3 0.68 3156 T 0.27 0.41 Trusses Manufactured by: S3-F 0.47 3156 T 0.15 0.32 East Coast Lumber .Brace truss as follows: S -I 0.27 70 C 0.00 0.27 Analysis Conforms To: O.C. From To I -S4 0.34 2838 T 0.24 0.10 FBC2004 TC Cont. 0- 0- 0 50- 0- 0 S4-H 0.40 2838 T 0.13 0.27 OH Loading BC Cont. 0- 0- 0 50- 0- 0 H -S5 0.42 3352 T 0.16 0.26 Soffit psf 2.0 WB 1 rows CLB on M -F S5-G 0.35 3352 T 0.15 0.20 Design checked for LL on BC WB 1 rows CLB on I -C G -D 0.49 3623 T 0.16 0.33 per BOCA (section 1606.2.3), WB 1 rows CLB on I -O ---------- Chord -Webs ---------- IBC/IRC-2003 and FBC 2004 WB 1 rows CLB on H -P F -B 0.41 804 T 0.16 0.25 (section 1607.1), 20.0 psf. Attach CLB with (2)-10d nails S -F 0.69 223 T 0.00 0.69 Design checked for 10 psf non - at each web. -------------Webs------------- concurrent LL on BC. L -K 0.13 344 C Prevent truss rotation at all Loading Live Dead (psf) K -M 0.12 409 T bearing locations. TC 20.0 15.0 M -F 0.26 735 C 1 Br Wind Loads - ANSI / ASCE 7-02 BC 0.0 5.0 F -C 0.23 744 T Truss is designed as a Main Total 20.0 20.0 40.0 F -I 0.75 2353 T Wind -Force Resistance System. Spacing 24.0" I -C 0.09 165 C 1 Br Wind Speed: 120 mph Lumber Duration Factor 1.25 I -0 0.50 1019 C 1 Br Mean Roof Height: 15-0 Plate Duration Factor 1.25 H -0 0.18 574 T Exposure Category: B TC Fb=1.15 Fc=1.10 Ft=1.10 H -P 0.19 633 C 1 Br Occupancy Factor : 1.00 BC Fb=1.10 Fc=1.10 Ft=1.10 G -P 0.10 330 T Building Type: Enclosed G -Q 0.14 299 C Zone location: Exterior TC Dead Load 7.0 psf Plus 6 Wind Load Case(s) TL Defl -0.59" in S4-H L/998 BC Dead Load 3.0 psf Plus 1 UBC LL Load Case(s) LL Defl -0.33" in S4-H L/999 Max comp. force 4067 Lbs Plus 1 BC LL Load Case(s) DL Defl -0.37" at S4 L/999 Quality Control Factor 1.00 Shear // Grain in S5-G 0.43 Checked for NonConcurrent 200 FABRICATOR NOTES: Lbs Moving Point Load applied Plates for each ply each face. 1. EAST COAST LUMBER 6 SUPPLY at Panel Points and Mid -panel PLATING CONFORMS TO TPI. MAURICE A. SHASHOUA, on BC REPORTS: SBCCI 9761 P.E.#EB5251 6 19554 ROBBINS ENGINEERING, INC. 5285 ST. LUCIE BLVD. Jt React Uplft Size Req'd BASED ON SP LUMBER FORT PIERCE FL. 34946 Lbs Lbs In-Sx In-Sx USING GROSS AREA TEST. 2. !!!CAUTION!!! READ "SCSI-B1 A 2157 425 8- 0 2- 9 Plate - LOCK 20 Ga, Gross Area SUMMARY SHEET" BEFORE Hz = -284 Plate - REIS 26 Ga, Gross Area HANDLING , INSTALLING 6 D 2194 430 8- 0 2- 9 Jt Type Plt Size X Y JSI BRACING TRUSSES. Hz = 294 A LOCK 3.Ox 6.0 1.4 0.7 0.89 3. SEE ATTACHED DETAIL SHEET A LOCK 5.Ox 4.0 3.2 1.1 0.89 FOR: 1-JACK NAILS. Membr CSI P Lbs Axl-CSI-Bnd B LOCK 6.Ox 6.0 0.9-3.6 0.75 2-TBRACE. 3-BEARING BLOCK. ----------Top Chords---------- C LOCK 6.Ox 8.0-0.9-3.8 0.75 4. DESIGNER: JLW A -L 0.41 3939 C 0.17 0.24 D LOCK 3.Ox 6.0-1.4 0.7 0.92 Robbins Engineering, Inc./Online Plus- (3c 1996-2006 Version 19.0.026 Engineering - Portrait 6r52006 11 10 43 AM Page i Job Mark Quan Type Span P1-H1 Left OH Right OH Engineerntg SPF2TY H18 2 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPF2TY/M#3723 HO 4-3 HO 4-3 0 0 0 0 N N O O TC '' 19-0-0 6-8-0 24-4-0 6x8 6x6 B C 12-6-3 2-8-OA 2-8-OF W:800 R:2321 U: 425 BC' J 2- 8- 0 5x8 SPL 2x4 4x12 4x8 2x4 W: 800 R:2248 U: 430 30-10-0 19-2-0- 50-0-�i ALL PLATES ARE LOCK20 Scale: 0.131" = 1' - Robbins 6nginc-r_ring, Inc.,-'nIine P1usTM L -B 0.50 3173 C 0.06 0.44 J LOCK 5.Ox 8.0 Ctr-0.5 0.88 B -C 0.70 2954 C 0.10 0.60 F LOCK 6.Ox10.0 Ctr 1.2 1.00 Online Plus -- Version 19.0.028 C -M 0.46 3295 C 0.06 0.40 N LOCK 4.0x12.0-1.0 Ctr 0.93 RUN DATE: 08-JUN-06 M -0 0.63 4276 C 0.12 0.51 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.80 O -S2 0.59 3535 C 0.06 0.51 CSI -Size- ----Lumber---- S2-P 0.86 3644 C 0.27 0.59 TC 0.86 2x 4 SP-#2 P -D 0.45 4164 C 0.11 0.34 REFER TO ROBBINS ENG. GENERAL BC 0.96 2x 4 SP-#2 --------Bottom Chords--------- NOTES AND SYMBOLS SHEET FOR CW 0.48 2x 4 SP-#3 A -J 0.96 3634 T 0.31 0.65 ADDITIONAL SPECIFICATIONS. WB 0.72 2x 4 SP-#3 J -I 0.95 3351 T 0.28 0.67 EX F -N 2. 4 SP-#2 I -S4 0.84 2833 T 0.47 0.37 NOTES: PB --- 2. 4 SP-#3 S4-H 0.65 2833 T 0.24 0.41 Trusses Manufactured by: H -F 0.79 3819 T 0.64 0.15 East Coast Lumber Bracetruss as follows: E -N 0.50 21 C 0.00 0.50 Analysis Conforms To: O.C. From To N -S3 0.72 3722 T 0.62 0.10 FBC2004 TC Cont. 0- 0- 0 50- 0- 0 S3-Q 0.83 3722 T 0.34 0.49 OH Loading BC Cont. 0- 0- 0 50- 0- 0 Q -D 0.79 3722 T 0.62 0.17 Soffit psf 2.0 WB 1 rows CLB on L -I ---------- Chord -Webs ---------- Design checked for LL on BC WB 1 rows CLB on H -M E -F 0.20 221 T 0.00 0.20 per BOCA (section 1606.2.3), Attach CLB with (2)-10d nails F -M 0.48 1171 T 0.37 0.11 IBC/IRC-2003 and FBC 2004 at each web. -------Webs------ - (section 1607.1), 20.0 psf. K -J 0.13 387 C Design checked for 10 psf non - Loading Live Dead (psf) J -L 0.16 502 T concurrent LL on BC. TC 20.0 15.0 L -1 0.24 731 C 1 Br Prevent truss rotation at all BC 0.0 5.0 I -B 0.25 784 T bearing locations. Total 20.0 20.0 40.0 B -H 0.22 272 T Wind Loads - ANSI / ASCE 7-02 Spacing 24.0" H -C 0.33 1030 T Truss is designed as a Main Lumber Duration Factor 1.25 H -M 0.44 1391 C 1 Br Wind -Force Resistance System. Plate Duration Factor 1.25 F -O 0.21 671 T Wind Speed: 120 mph rTC Fb=1.15 Fc=1.10 Ft=1.10 F -N 0.65 3538 T Mean Roof Height: 15-0 BC Fb=1.10 Fc=1.10 Ft=1.10 N -O 0.72 1140 C Exposure Category: ' B N -P 0.42 516 C Occupancy Factor : 1.00 Q -P 0.07 238 T Building Type: Enclosed Plus 6 Wind Load Case(s) - Zone location: Exterior Plus 1 UBC LL Load Case(s) TL Defl -0.71" in J -I L/823 TC Dead Load 7.0 psf Plus 1 BC LL Load Case(s) LL Defl -0.39" in J -I L/999 BC Dead Load 3.0 psf DL Defl -0.46" at E i,/999 Max comp. force 4294 Lbs Checked for NonConcurrent 200 Shear // Grain in 0 -S2 0.30 Quality Control Factor 1.00 Lbs Moving Point Load applied at Panel Points and Mid -panel Plates for each ply each face. FABRICATOR NOTES: on BC - PLATING CONFORMS TO TPI. 1. EAST COAST LUMBER 6 SUPPLY - REPORTS: SBCCI 9761 MAURICE A. SHASHOUA, Jt React Uplft Size Req'd ROBBINS ENGINEERING, INC. P.E.#EB5251 S 19554 Lbs Lbs In-Sx In-Sx BASED ON SP LUMBER 5285 ST.-LUCIE BLVD. A 2321 425 8- 0 2-12 USING GROSS AREA TEST. FORT PIERCE FL. 34946 Hz = -284 Plate - LOCK 20 Ga, Gros-; Area 2. !!!CAUTION!!! READ "SCSI-B1 D 2249 430 8- 0 2-10 Plate - RHS 20 Ga, Gross Area SUMMARY SHEET" BEFORE Hz = 294 Jt Type Plt Size X Y JSI HANDLING , INSTALLING 6- A LOCK 3.Ox 6.0 1.4 0.7 0.97 BRACING TRUSSES. Membr CSI P Lbs Axl-CSI-Bnd A LOCK 4.Ox 6.0 4.2 1.6 0.98 3. SEE ATTACHED DETAIL SHEET ----------Top Chords---------- B LOCK 6.Ox 8.0 0.9-3.c 0.75 FOR: 1-JACK NAILS. A -K 0.50 4294 C 0.12 0.38 C LOCK 6.Ox 6.0-0.9-3.6 0.75 2-TBRACE. 3-BEARING BLOCK. K -Sl 0.44 4051 C 0.25 0.19 D LOCK 3.Ox 6.0-1.4 0.7 0.94 4. DESIGNER: JLW Sl-L 0.68 3953 C 0.25 0.43 D LOCK 4.Ox 6.0-4.2 1.6 0.92 Robbins Engineering, Inc./Online Plus- 01996-2006 Version 19.0.028 Enaineering - Portrait 602006 11:10.49 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY H17 1 SP 500000 6 1- 2- 0 1- 2- 0 ENG1,E/SPF2TY/M#3723 HO 4-3 0 0 N O TC ' 12-6-3 2-8-OA 2-8-OF BC 19-0-0 Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.86 2x 4 SP-#2 BC 0.96 2x 4 SP-#2 CW 0.4B 2x 4 SP-#3 WB 0.72 2x 4 SP-#3 EX F -N 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on L -I WB 1 rows CLB on H -M 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 6-8-0 6x8 6x6 B C HO 4-3 0 0 N O 24-4-0 '•H t. .. u 2x4 4x12 4x8 2x4 W:800 R:2248 U: 430 30-10-0 19-2-0 ALL PLATES A.EE LOCK20 Scale: 0.131" = 1' Robbins Engineering, Inc., Online P1us- L -B 0.50 3173 C 0.06 0.44 B -C 0.70 2954 C 0.10 0.60 C -M 0.46 3295 C 0.06 0.40 M -0 0.63 4276 C 0.12 0.51 0 -S2 0.59 3535 C 0.08 0.51 S2-P 0.86 3644 C 0.27 0.59 P -D 0.45 4164 C 0.11 0.34 --------Bottom Chords --------- A -J 0.96 3834 T 0.31 0.65 J -I 0.95 3351 T 0.28 0.67 I -S4 0.84 2833 T 0.47 0.37 S4-H 0.65 2833 T 0.24 0.41 H -F 0.79 3819 T 0.64 0.15 E -N 0.50 21 C 0.00 0.50 N -S3 0.72 3722 T 0.62 0.10 S3-Q 0.83 3722 T 0.34 0.49 Q -D 0.79 3722 T 0.62 0.17 ---------- Chord -Webs ---------- E -F 0.20 221 T 0.00 0.20 F -M 0.48 1171 T 0.37 0.11 ------------- Webs ------------- K -J 0.13 387 C J -L 0.16 502 T L -I 0.24 731 C 1 Br I -B 0.25 784 T B -H 0.22 272 T H -C 0.33 1030 T H -M 0.44 1391 C 1 Br F -0 0.21 671 T F -N 0.65 3538 T N -0 0.72 1140 C N -P 0.42 516 C Q -P 0.07 238 T TL Defl -0.71" in J -I L/823 LL Defl -0.39" in J -I L/999 EL Defl -0.46" at E L/999 Shear // Grain in 0 -S2 0.30 at Panel Points and Mid -panel Plates for each ply each face. on BC - PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 Jt React Uplft Size Req'd ROBBINS ENGINEERING, INC. Lbs Lbs In-Sx In-Sx BASED ON SP LUMBER A 2321 425 8- 0 2-12 USING GROSS AREA TEST. - Hz = -284 Plate - LOCK 20 Ga, Gross Area D 2249 430 8- 0 2-10 Plate - RHS 20 Ga, Gross Area Hz = 294 Jt Type Plt Size X Y JSI A LOCK 3.Ox 6.0 1.4 0." 0.97 Membr CSI P Lbs Axl-CSI-Bnd A LOCK 4.Ox 6.0 4.2 1.6 0.98 ----------Top Chords---------- B LOCK 6.Ox 8.0 0.9-3.7 0.75 A -K 0.50 4294 C 0.12 0.38 C LOCK 6.Ox 6.0-0.9-3.6 0.75 K -S1 0.44 4051 C 0.25 0.19 D LOCK 3.Ox 6.0-1.4 0.7 0.94 S1-L 0.68 3953C 0.25 0.43 D LOCK 4.Ox 6.0-4.2 1.6 0.92 Robbins Engineering, Inc./Online Plus'" Q 1996-2006 Version 19.0.028 Engineering - Portrait 6/82006 11:10.48 AM Pace 1 J LOCK 5.Ox 6.0 Ctr-0.5 0.88 F LOCK 6.0x10.0 Ctr 1.2 1.00 N LOCK 4.Oxl2.0-1.0 Ctr 0.93 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.80 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0-psf Max comp. force 4294 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. IIICAUTIONIII READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY H16 1 SP 500000 6 1- 2- 0 1- 2- 0 ENG1'1E/SPF2TY/M#3723 HO 4-3 HO 4-3 o O O O N (y 0 O TC 22 4 7 6x6 3x6 6x6 B M C 11-6-3 2-8-OA 2-8-OF BC Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.80 2x 4 SP-#2 BC 1.00 2x 4 SP-#2 CW 0.37 2x 4 SP-#3 WB 0.69 2. 4 SP-113 EX F -G 2. 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB I rows CLB on L -I WB 1 rows CLB on I -M WB 1 rows CLB on M -H WB 1 rows CLB on H -N Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel 30-10-0 50-0-0 ALL PLATES ARE LOCK20 2x4 4x124x8 2.4 W.800 R:2203 U: 430 19-2-0 Scale: 0.131" = 1' Robbins Engineering, Inc./Online P1us- L -B 0.38 3219 C 0.07 0.31 B -M 0.39 2992 C 0.06 0.33 M -C 0.39 3179 C 0.06 0.33 C -N 0.35 3405 C 0.07 0.28 N -0 0.64 4123 C 0.12 0.52 O -S2 0.75 3467 C 0.24 0.51 S2-P 0.80 3577 C 0.25 0.55 P -D 0.44 4066 C 0.10 0.34 --------Bottom Chords --------- * -J 0.90 3776 T 0.32 0.58 J -S3 0.71 3376 T 0.56 0.15 S3-I 1.00 3376 T 0.56 0.44 I -S5 0.97 3190 T 0.53 0.44 S5-H 0.87 3190 T 0.28 0.59 H -F 0.94 3674 T 0.61 0.33 E -G 0.50 38 T 0.00 0.50 G -S4 0.71 3635 T 0.61 0.10 S4-Q 0.83 3635 T 0.34 0.49 Q -D 0.77 3635 T 0.61 0.16 ---------- Chord -Webs ---------- E -F 0.37 221 T 0.00 0.37 F -N 0.34 1032 T 0.22 0.12 ------------- Webs ------------- K -J 0.10 329 C J -L 0.13 415 T L -I 0.21 665 C 1 Br B -I 0.34 1082 T I -M 0.16 439 C 1 Br. M -H 0.04 167 T 1 Br H -C 0.39 1226 T H -N 0.32 1165 C 1 Br F -O 0.19 609 T F -G 0.63 3416 T G -O 0.69 1090 C G -P 0.43 516 C Q -P 0.07 238 T TL Defl -0.80" in S5-H L/727 LL Defl -0.48" in S5-H L/999 DL Defl -0.47" at S5 L/999 Shear // Grain in O -S2 0.30 on BC Plates for each ply each face. PLATING CONFORMS TO TPI. Jt React Uplft Size Req'd REPORTS: SBCCI.9761 Lbs Lbs In-Sx In-Sx ROBBINS ENGINEERING, INC. A 2281 425 8- 0 2-11 BASED ON SP LUMBER Hz = -258 USING GROSS AREA TEST. D 2204 430 8- 0 2-10 Plate - LOCK 20 Ga, Gross Area Hz = 267 Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI Membr CSI P Lbs Axl-CSI-Bnd A LOCK 3.Ox 6.0 1.4 0.7 0.96 ----------Top Chords---------- A LOCK 4.Ox 6.0 4.2 1.6 0.95 A -K 0.47 4233 C 0.12 0.35 B LOCK 6.Ox 6.0 0.9-3.6 0.75 K -S1 0.51 4007 C 0.21 0.30 C LOCK 6.Ox 6.0-0.9-3.6 0.75 Sl-L 0.54 3919 C 0.21 0.33 D LOCK 3.Ox 6.0-1.4 0.7 0.92 Robbins Engineering, Inc./Online PIUS- Q 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11:41:29 AM Page 1 D LOCK 5.Ox 4.0-3.2 1.1 0.96 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.78 S5 LOCK 4.Ox 8.0 Ctr 0.2 0.89 F LOCK 6.0x10.0 Ctr 1.2 0.96 G LOCK 4.Ox12.0-0.5 Ctr 0.98 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.78 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI /ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4233 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-Bl SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SPF2TY Mark H15 Quan 1 Type Span SP 500000 P1-H1 6 Left OH 1- 2- 0 Right 1- 2- OH 0 Engineering ENGLE/SPF2TY/M#3723 HO 4-3 0 0 HO 4-3 0 0 N O TC 'i 15-0-0 14-8-0 20-4-0 N O ''4 6x8 3x102x4 6x6 B S5 M C 2x4 3x8 N 6 S1 3x6 3x6 L \\\ 3x10 10-6-3 2-8-OA 5x4 3x6 i / S2 3x6 2-8-OF \\;' P 5x4 _ K J S6 I F 3x6 W : 800 2x4 2- 3�c-6 0 3.8 4x8 6x10 D S3 2254 20G-RHS-3x10 U:925 E G S4 4 a 2x4 4x12 4x8 2x4 W:800 R:2230 U: 430 BC 30-10-0 19-2-0 - 50-0-;7 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.90 2x 4 SP-#2 BC 0.90 2x 4 SP-#2 CW 0.55 2x 4 SP-#3 WB 0.72 2x 4 SP-#3 EX F -G 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on L -J WB 1 rows CLB on I -C Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Loadapplied at Panel Points and Mid -panel on BC Robbins Engineering, Inc.;Online P1us- B -S5 0.85 3672 C 0.23 0.62 S5-M 0.73 3672 C 0.09 0.64 M -C 0.73 3672 C 0.09 0.64 C -N 0.26 4233 C 0.12 0.14 N -0 0.65 4235 C 0.12 0.53 O -S2 0.76 3530 C 0.23 0.51 S2-P 0.81 3640 C 0.25 0.56 P -D 0.44 4124 C 0.10 0.34 --------Bottom Chords --------- * -K 0.84 3652 T 0.31 0.53 K -S3 0.66 3652 T 0.61 0.05 S3-J 0.87 3652 T 0.33 0.54 J -S6 0.77 3097 T 0.2-1 0.50 S6-I 0.82 3097 T 0.52 0.30 I -F 0.90 3533 T 0.59 0.31 E -G 0.50 56 C 0.00 0.50 G -S4 0.71 3687 T 0.61 0.10 S4-Q 0.83 3687 T 0.34 0.49 Q -D 0.77 3687 T 0.61 0.16 ---------- Chord -Webs ---------- E -F 0.55 221 T 0.00 0.55 F -N 0.35 224 C 0.02 0.33 ------------- Webs ------------- K -L 0.08 268 T L -J 0.18 622 C 1 Br J -B 0.15 468 T B -I 0.26 827 T I -M 0.46 557 C I -C 0.06 211 T 1 Br C -F 0.47 1492 T F -O 0.21 664 T F -G 0.65 3548 T G -O 0.72 1145 C G -P 0.42 514 C Q -P 0.07 238 T TL Defl -0.79" in I -F L/741 LL Defl -0.42" in I -F L/999 DL Defl -0.47" at E L/999 Shear // Grain in S5-M 0.37 Plates for each ply each face. Jt React Uplft Size Req'd PLATING CONFORMS TO TPI. Lbs Lbs In-Sx In-Sx REPORTS: SBCCI 9761 A 2255 425 8- 0 2-11 ROBBINS ENGINEERING, INC. Hz = -231 BASED ON SP LUMBER D 2230 430 8- 0 2-10 USING GROSS AREA TEST. Hz = 240 Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Membr CSI P Lbs Axl-CSI-Bnd Jt Type Plt Size X Y JSI ----------Top Chords---------- A LOCK 3.Ox 6.0 1.4 0.7 0.92 A -L 0.90 4081 C 0.31 0.59 A LOCK 5.Ox 4.0 3.2 1.1 0.96 L -S1 0.60 3565 C 0.09 0.51 B LOCK 6.Ox 8.0 0.9-3.8 0.75 S1-B 0.69 3454 C 0.21 0.48 C LOCK 6.Ox 6.0-0.4-3.8 0.92 Robbins Engineering. Inc./Online Plus- © 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11:10:47 AIJ. Page 1 D LOCK 3.Ox 6.0-1.4 0.7 0.93 D LOCK 5.Ox 4.0-3.2 1.1 0.99 F LOCK 6.0x1.0.0 Ctr 1.2 1.00 G LOCK 4.Oxl2.0-1.0 Ctr 0.93 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.79 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 .Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4235 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span PI -HI Left OH Right OH Engineering SPF2TY H14 1 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPF2TY/M#3723 HO 4-3 HO 4-3 0 0 0 0 N N O O TC 'i 13-0-0 18-8-0 18-4-0 6x8 3x6 3x8 2x4 3x6 6x6 B U S 1 V N C 6 3x6 // 3x6 K N O 9-6-3 5x4 / 3x8 2-8-OA 3x6 < / S2 x6 3 2-8-OF A i,: P sxa J S3 I T S5 S F 3x6 W:800 2x4 9R12- 03x6 3x6 4x8 4.8 1Ox10 D R:2252 U: 425 E G S9 Q �c i - 2x4 4x12 4x8 2x4 W:800 R:2214 U: 430 - - BC- 30-10-0 19-2-0 50-0-0--__._. .._ ------- ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Robbins Engineering, Inc./Online Plus- 0 -S2 0.56 3588 C 0.19 0.37 S5 LOCK 4.Ox 8.0 Ctr 0.2 1.00 S2-P 0.38 3684 C 0.19 0.19 F LOCK 10.0xl0.0 Ctr 1.5 0.95 Online Plus -- Version 19.0.028 P -D 0.41 4077 C 0.11 0.30 G LOCK 4.Oxl2.0-0.5 Ctr 0.98 RUN DATE: 08-JUN-06 --------Bottom Chords--------- S4 LOCK 4.Ox 8.0 Ctr 0.2 0.93 A -J 0.74 3679 T 0.31 0.43 CSI -Size- ----Lumber---- J -S3 0.76 3679 T 0.33 0.43 TC 0.68 2x 4 SP-#2 S3-I 0.77 3679 T 0.33 0.44 REFER TO ROBBINS ENG. GENERAL BC 0.80 2x 4 SP-#2 I -T 0.69 3237 T 0.29 0.40 NOTES AND SYMBOLS SHEET FOR CW 0.32 2x 4 SP-#3 T -S5 0.77 3982 T 0.66 0.11 ADDITIONAL SPECIFICATIONS. WB 0.54 2x 4 SP-#3 S5-S 0.76 3982 T 0.66 0.10 EX F -G 2x 4 SP-#2 S -F 0.80 3910 T 0.65 0.15 NOTES: PB --- 2x 4 SP-#3 E -G 0.55 28 C 0.00 0.55 Trusses Manufactured by: G -S4 0.70 3640 T 0.61 0.09 East Coast Lumber Brace truss as follows: S4-Q 0.77 3640 T 0.34 0.43 Analysis Conforms To: O.C. From To Q -D 0.76 3640 T 0.61 0.15 FBC2004 TC Cont. 0- 0- 0 50- 0- 0 ---------- Chord -Webs ---------- OH Loading BC Cont. 0- 0- 0 50- 0- 0 E -F 0.28 226 T 0.00 0.28 Soffit psf 2.0 F -N 0.32 434 C 0.08 0.24 Design checked for LL on BC Loading Live Dead (psf) -------------Webs------------- per BOCA (section 1606.2.3), TC 20.0 15.0 J -K 0.07 248 T IBC/IRC-2003 and FBC 2004 BC 0.0 5.0 K -I 0.37 495 C (section 1607.1), 20.0 psf. Total 20.0 20.0 40.0 I -B 0.12 381 T Design checked for 10 psf non - Spacing 24.0" B -T 0.35 1102 T concurrent LL on BC. Lumber Duration Factor 1.25 T -U 0.41 663 C Prevent truss rotation at all Plate Duration Factor 1.25 U -S 0.10 316 T bearing locations. TC Fb=1.15 Fc=1.10 Ft=1.10 S -V 0.27 437 C Wind Loads - ANSI / ASCE 7-02 BC Fb=1.10 Fc=1.10 Ft=1.10 S -N 0.14 413 T Truss is designed as a Main F -C 0.50 15.68 T Wind -Force Resistance System. F -O 0.18 578 T Wind Speed: 120 mph Plus 6 Wind Load Case(s) F -G 0.64 3469 T Mean Roof Height: 15-0 Plus 1 UBC LL Load Case(s) G -0 0.54 974 C Exposure Category: B Plus 1 BC LL Load Case(s) G -P 0.30 450 C Occupancy Factor : 1.00 Q -P 0.07 231 T Building Type: Enclosed Checked for NonConcurrent 200 Zone .location: Exterior Lbs Moving Point Load applied TL Defl -0.79" in S -F L/737 TC Dead Load 7.0 psf at Panel Points and Mid -panel LL Defl -0.43" in S -F L/999 BC Dead Load 3.0 psf on BC DL Defl -0.52" at S L/999 Max comp. force 4202 Lbs Shear // Grain in V -N 0.30 Quality Control Factor 1.00 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Plates for each ply each face. FABRICATOR NOTES: A 2253 425 8- 0 2-11 PLATING CONFORMS TO TPI. 1. EAST COAST LUMBER & SUPPLY Hz = -203 REPORTS: SBCCI 9761 MAURICE A. SHASHOUA, D 2215 430 8- 0 2-10 ROBBINS ENGINEERING, INC. P.E.#EB5251 & 19554 Hz = 213 BASED ON SP LUMBER 5285 ST. LUCIE BLVD. USING GROSS AREA TEST. FORT PIERCE FL. 34946 Membr CSI P Lbs Axl-CSI-Bnd Plate - LOCK 20 Ga, Gross Area 2. !!!CAUTION!!! READ "SCSI-B1 ----------Top Chords---------- Plate - RES 20 Ga, Gross Area SUMMARY SHEET" BEFORE A -K 0.58 4120 C 0.23 0.35 Jt Type Plt Size X Y JSI HANDLING , INSTALLING & K -B 0.50 3626 C 0.17 0.33 A LOCK 3.Ox 6.0 1.4 0.7 0.93 BRACING TRUSSES. B -U 0.57 3983 C 0.18 0.39 A LOCK 5.Ox 4.0 3.2 1.1 0.98 3. SEE ATTACHED DETAIL SHEET U -S1 0.49 4193 C 0.12 0.37 B LOCK 6.Ox 8.0 0.9-3.8 0.78 FOR: 1-JACK NAILS. S1-V 0.51 4193 C 0.12 0.39 C LOCK 6.0x 6.0-0.9-3.6 0.84 2-TBRACE. 3-BEARING BLOCK. V -N 0.68 4193 C 0.23 0.45 D LOCK 3.Ox 6.0-1.4 0.7 0.92 4. DESIGNER: JLW N -C 0.34 3904 C 0.10 0.24 D LOCK 5.Ox 4.0-3.2 1.1 0.96 C -O 0.55 4202 C 0.23 0.32 S3 LOCK 5.Oxl2.0 Ctr 0.8 0.96 Robbins Engineering. IncJOnline Plus- 0 1996-2006 Version 19.0.028 Engineering -Portrait 6/8/2006 11:10:46 AN. Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY Hl3 1 SP 500000 6 1- 2- 0 1- 2- o ENGLE/SPF2TY/M#3723 HO 4-3 0 0 N O TC 'i 11-0-0 6x8 B 8-6-3 2-8-OA 2-8-OF BC Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.55 2x 4 SP-#2 EX Si-C 2x 4 SP-SS EX C -S2 2x 4 SP-SS BC 0.70 2x 4 SP-SS EX E -S4 2x 4 SP-#2 EX S9-D 2x 4 SP-#2 CW 0.55 2x 4 SP-#3 WB 0.75 2x 4 SP-#3 EX F -C 2x 4 SP-#2 EX F -H 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on J -L WB 1 rows CLB on M -F WB 1 rows CLB on H -C WB 1 rows CLB on H -P Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 2235 425 8- 0 2-10 Hz = -177 D 2194 430 8- 0 2- 9 Hz = 186 30-10-0 22-8-0 3x6 3x10 3x6 2x4 8x10 L S1 M N C HO 4-3 0 0 N O 16-470 'a 2x4 8x8 4x8 3x6 W:800 F R:2194 #8xl6 U: 430 50-0-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Robbins Engineering, inc./Online Plus - A -K 0.44 4147 C 0.12 0.32 K -B 0.55 3776 C 0.16 0.39 B -L 0.53 3290 C 0.07 0.46 L -S1 0.53 4797 C 0.16 0.37 S1-M 0.35 4797 C 0.09 0.26 M -N 0.60 4564 C 0.26 0.34 N -C 0.27 4546 C 0.08 0.19 C -P 0.56 3206 C 0.18 0.38 P -S2 0.34 3776 C 0.05 0.29 S2-Q 0.26 3845 C 0.12 0.14 Q -D 0.41 4059 C 0.11 0.30 --------Bottom Chords --------- * -J 0.53 3701 T 0.16 0.37 J -S3 0.50 4504 T 0.39 0.11 S3-I 0.67 4504 T 0.39 0.28 I -F 0.70 4916 T 0.42 0.28 E -H 0.41 56 C 0.00 0.41 H -S4 0.82 3448 T 0.32 0.50 S4-0 0.62 3448 T 0.57 0.05 O -D 0.90 3607 T 0.32 0.58 ---------- Chord -Webs ---------- E -F 0.55 191 T 0.00 0.55 F -N 0.52 276 C 0.00 0.52 ------------- Webs ------------- K -J 0.18 382 C J -B 0.40 1262 T J -L 0.52 1532 C 1 Br L -I 0.18 583 T I -M 0.14 245 C M -F 0.14 450 C 1 Br F -C 0.73 3997 T F -H 0.77 4175 T H -C 0.75 2575 C 1 Br H -P 0.21 691 C 1 Br O -P 0.09 304 T O -Q 0.06 180 C TL Defl -0.99" in I -F L/591 LL Defl -0.50" in S3-I L/999 DL Defl -0.61" at I L/960 Shear // Grain in S4-0 0.42 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 0.94 A LOCK 5.Ox 4.0 3.2 1.1 1.00 B LOCK 6.Ox 8.0 0.9-3.8 0.75 M LOCK 3.Ox 6.0 0.1 Ctr 0.56 C LOCK 8.Ox10.0-2.2-5.0 0.99 Membr CSI P Lbs Axl-CSI-Bnd D LOCK 3.Ox 6.0-1.4 0.7 0.92 ----------Top Chords---------- D LOCK 5.0x 4.0-3.2 1.1 0.95 Robbins Engineering. Inc./Online Plus- © 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11:10:45 i-M Page 1 19-2-0 Scale: 0.132" = 1 S3 LOCK 5.Ox10.0 Ctr 0.8 0.79 I LOCK 5.0x10.0 Ctr-0.5 0.88 F LOCK 8.Ox16.0 0.4 1.8 0.98 H LOCK 8.Ox 8.0-1.0 0.5 0.99 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.80 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior - TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4797 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES, 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW LJob Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY H12 1 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPF2TY/M#3723 HO 4-3 HO 4-3 0 0 0 0 N N O O TC 9-0-0 26-8-0 -- _ -._. 14-4-0 6x6 3x6 3x10 3x6 3x6 3x12 2x4 Bx8 B M S1 N 0 S6 P C 6 _ _--- 2x4 / /j L Y// / \ 3x8 5x9 3x6 $2 7-6-3 3x6 �' i \ / Q 2-8-OA A o_a_nc / - 5x4 K S3 J S5 I F 3x6 W:600 4x8 Sx10 3x6 2- 85.903.6 7x12 D R:2095 U: 425 E H S4 G tx 2x4 4x12 4x8 2x4 W:800 R:2096 U: 430 BC 30-10-0 19-2-0 50-0-0 ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Robbins Eneineering, Inc./Online Plus- S1-N 0.37 4748 C 0.15 0.22 D LOCK 5.Ox 4.0-3.2 1.1 0.80 N -0 0.54 5406 C 0.20 0.34 S3 LOCK 5.Ox10.0 Ctr 0.8 0.93 Online Plus -- Version 19.0.028 0 -S6 0.69 5124 C 0.32 0.37 J LOCK 3.Ox 6.0 0.5 Ctr 0.69 RUN DATE: 08-JUN-06 S6-P 0.76 5124 C 0_32 0.44 S5 LOCK 5.Ox10.0 Ctr 0.8 0.86 P -C 0.58 5113 C 0.17 0.41 I LOCK 3.Ox 6.0-0.6 Ctr 0.62 CSI -Size- ----Lumber---- C -S2 0.46 3132 C 0.15 0.31 F LOCK 7.Oxl2.0 Ctr 1.8 0.91 TC 0.46 2x 4 SP-SS S2-Q 0.33 3238 C 0.04 0.29 H LOCK 4.Oxl2.0-1.0 Ctr 0.95 EX B -S1 2x 4 SP-#2 Q -D 0.35 3767 C 0.15 0.20 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.97 EX S1-S6 2x 4 SP-#2 --------Bottom Chords --------- EX S6-C 2x 4 SP-#2 A -K 0.46 3428 T 0.16 0.30 BC 0.54 2x 4 SP-SS K -S3 0.42 4514 T 0.39 0.03 REFER TO ROBBINS ENG. GENERAL EX E -S4 2x 4 SP-#2 S3-J 0.48 4514 T 0.22 0.26 NOTES AND SYMBOLS SHEET FOR CW 0.39 2x 4 SP-#3 J -S5 0.54 5211 T 0.26 0.28 ADDITIONAL SPECIFICATIONS. WB 0.96 2x 4 SP-#3 S5-I 0.48 5211 T 0.45 0.03 EX F -C 2x 4 SP-#2 I -F 0.54 5458 T 0.27 0.27 NOTES: EX F -H 2x 4 SP-#2 E -H 0.37 27 C 0.00 0.37 Trusses Manufactured by: PB --- 2x 4 SP-#3 H -S4 0.65 3373 T 0.56 0.09 East Coast Lumber S4-G 0.42 3373 T 0.17 0.25 Analysis Conforms To: Brace truss as follows: G -D 0.42 3373 T 0.16 0.26 FBC2004 O.C. From To ---------- Chord -Webs ---------- OH Loading TC Cont. 0- 0- 0 50- 0- 0 E -F 0.27 213 T 0.00 0.27 Soffit psf 2.0 BC Cont. 0- 0- 0 50- 0- 0 F -P 0.39 308 C 0.00 0.39 Design checked for LL on BC WB 1 rows CLB on K -M -------------Webs------------- per BOCA (section 1606.2.3), Attach CLB with (2)-10d nails L -K 0.08 218 C IBC/IRC-2003 and FBC 2004 at each web. K -B 0.39 1233 T (section 1607.1), 20.0 psf; K -M 0.39 1663 C 1 Br Design checked for 10 psf non - Loading Live Dead (psf) M -J 0.22 695 T concurrent LL on BC. TC 20.0 15.0 J -N 0.37 744 C Prevent truss rotation at all BC 0.0 5.0 N -I 0.09 311 T bearing locations. Total 20.0 20.0 40.0 I -0 0.05 165 C Wind Loads - ANSI / ASCE 7-02 Spacing 24.0" 0 -F 0.33 423 C Truss is designed as a Main Lumber Duration Factor 1.25 F -C 0.59 3211 T Wind -Force Resistance System. Plate Duration Factor 1.25 F -H 0.60 3249 T Wind Speed: 120 mph TC Fb=1.15 Fc=1.10 Ft=1.10 H -C 0.96 1269 C Mean Roof Height: 15-0 BC Fb=1.10 Fc=1.10 Ft=1.10 H -Q 0.57 637 C Exposure Category: B G -Q 0.08 259 T Occupancy Factor : 1.00 Building Type: Enclosed Plus 6 Wind Load Case(s) TL Defl -1.04" in I -F L/559 Zone location: Exterior Plus 1 UBC LL Load Case(s) LL Defl -0.51" in I -F L/999 TC Dead Load 7.0 psf DL Defl -0.77" at I L/762 BC Dead Load 3.0 psf Checked for NonConcurrent 200 Shear // Grain in S2-Q 0.31 Max comp. force 5406 Lbs Lbs Moving Point Load applied Quality Control Factor 1.00 at Panel Points and Mid -panel Plates for each ply each face. on BC PLATING CONFORMS TO TPI. FABRICATOR NOTES: REPORTS: SBCCI 9761 1. EAST COAST LUMBER & SUPPLY Jt. React Uplft Size Req'd ROBBINS ENGINEERING, INC. MAURICE A. SHASHOUA, Lbs Lbs In-Sx In-Sx BASED ON SP LUMBER P.E.#EB5251 & 19554 A 2096 425 8- 0 2- 8 USING GROSS AREA TEST. 5285 ST. LUCIE BLVD. Hz = -150 Plate - LOCK 20 Ga, Gross Area FORT PIERCE FL. 34946 D 2096 430 8- 0 2- 8 Plate - RHS 20 Ga, Gross Area 2. !!!CAUTION!!! READ "SCSI-Bl Hz = 159 Jt Type Plt Size X y JSI SUMMARY SHEET" BEFORE A LOCK 3.Ox 6.0 1.4 0.7 0.87 HANDLING , INSTALLING & Membr CSI P Lbs Axl-CSI-Bnd A LOCK 5.Ox 4.0 3.2 1.1 0.85 BRACING TRUSSES. ----------Top Chords---------- B LOCK 6.Ox 6.0 0.9-3.6 0.75 3. SEE ATTACHED DETAIL SHEET A -L 0.21 3855 C 0.06 0.15 M LOCK 3.Ox 6.0-0.5 Ctr 0.79 FOR: 1-JACK NAILS. L -B 0.22 3595 C 0.05 0-.17 0 LOCK 3.Ox 6.0 0.6 Ctr 0.62 2-TBRACE. 3-BEARING BLOCK. B -M 0.44 3233 C 0.11 0.33 C LOCK 8.0x 8.0-2.2-4.8 0.89 4. DESIGNER: JLW M -S1 0.47 4748 C 0.15 0.32 D LOCK 3.Ox 6.0-1.4 0.7 0.85 Robbins Engineering, Inc./Online Plus`" © 1996-2006 Version 19.0.028 Engineering - Portrait 618/2006 11 10.45 FM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY Gll 1 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPF2TY/M#3723 HO 4-3 HO 4-3 0 0 0 0 rV N 0 0 TC r' 7-0-0 30-8-0 12-4-0 ..i 8x12 B 6 3x6 Y 8x16 6-6-3 A 2-B-OA 2-B-OF W:800 R:4197 U: 858 Z 2x4 2x4 4x8 5x12 2x4 4x6 6x12 4x6 Q U S3 V W S1 N K SPL T S R F '.4x6 - 2x4 4x8 S4 4x6 Bx16 20G-RHS-8xl4 E P 2x4 20G-RHS-8xl4 BC 30-10-0 50-0-0 -- - - EXCEPT AS SHOWN ALL PLATES ARE LOCK20 3x6 O 5x6 5x4 D H S2 G VC 4xl4 5x10 2x4 W: BOO R:2551 U: 524 19-2-0 -_ - - Scale: 0.132" = 1' Robbins Engineering, Inc./Online Plus'" Hz = -121 ROBBINS ENGINEERING, INC. D 2552 524 8- 0 3- 0 BASED ON SP LUMBER Online Plus -- Version 19.0.028 Hz = 131 USING GROSS AREA TEST. RUN DATE: 08-JUN-06 Plate - LOCK 20 Ga, Gross Area Membr CSI P Lbs Axl-CSI-Bnd Plate - RHS 20 Ga, Gross Area CSI -Size- ----Lumber---- ----------Top Chords---------- Jt Type Plt Size X Y JSI TC 0.88 2x 6 SP-#2 A -Y 0.58 8422 C 0.43 0.15 A LOCK 8.Ox16.012.3 5.6 0.90 EX A -B 2x 4 SP-SS Y -B 0.55 8468 C 0.37 0.18 B LOCK 8.Ox12.0 1.2-5.3 0.94 EX C -D 2x 4 SP-SS B -Q 0.59 9930 C 0.37 0.22 S1 LOCK 6.Oxl2.0 Ctr-0.2 0.92 BC 0.80 2x 6 SP-SS Q -U 0.55 9930 C 0.38 0.17 C LOCK 10.0x12.0-2.5-6.2 0.99 EX E -S2 2. 4 SP-#2 U -S3 0.70 10984 C 0.48 0.22 D LOCK 5.Ox 4.0-2.0 1.4 0.97 EX S2-D 2x 4 SP-SS S3-V 0.69 10964 C 0.48 0.21 D LOCK 5.0x 6.0-3.8 1.4 0.81 CW 0.82 2x 4 SP-#3 V -W 0.80 10984 C 0.51 0.29 P RHS 8.Oxl4.0 Ctr-0.2 0.96 WB 0.67 2. 4 SP-43 W -S1 0.84 10648 C 0.48 0.36 S4 RHS 8.Oxl4.0 Ctr 1.2 0.91 EX B -P 2x 4 SP-#2 S1-N 0.88 10648 C 0.48 0.40 F LOCK 8.Oxl6.0 Ctr 1.2 0.87 EX F -C -2x 4 SP-SS N -C 0.85 9302 C 0.31 0.54 H LOCK 4.Oxl4.0-0.5 Ctr 0.99 EX F -H 2x 4 SP-#2 C -O 0.61 4312 C 0.21 0.40 S2 LOCK 5.0x10.0 Ctr 0.8 0.82 PB --- 2x 8 SP-SS 0 -D 0.35 4789 C 0.11 0.24 EX D -D 2x 4 SP-#3 --------Bottom Chords --------- EX S4-S4 2x 4 SP-#3 A -Z 0.70 7515 T 0.52 0.18 REFER TO ROBBINS ENG. GENERAL EX S2-S2 2x 4 SP-#3 Z -K 0.70 7515 T 0.52 0.18 NOTES AND SYMBOLS SHEET FOR K -P 0.59 7590 T 0.52 0.07 ADDITIONAL SPECIFICATIONS. Brace truss as follows: P -T 0.80 10663 T 0.73 0.07 O.C. From To T -S 0.80 10663 T 0.73 0.07 NOTES: TC Cont. 0- 0- 0 50- 0- 0 S -S4 0.80 10646 T 0.73 0.07 Trusses Manufactured by: BC Cont. 0- 0- 0 50- 0- 0 S4-R 0.80 10647 T 0.73 0.07 East Coast Lumber R -F 0.72 9319 T 0.64 0.08 Analysis Conforms To: Loading Live Dead (psf) E -H 0.59 61 T 0.00 0.59 FBC2004 TC 20.0 15.0 H -S2 0.94 4280 T 0.79 0.15 OH Loading BC- 0.0 5.0 S2-G 0.49 4280 T 0.23 0.26 Soffit psf 2.0 Total 20.0 20.0 40.0 G -D 0.52 4280 T 0.40 0.12 Design checked for LL on BC Spacing 24.0" ---------- Chord -Webs---------- per BOCA (section 1606.2.3), Lumber Duration Factor 1.25 E -F 0.82 223 T 0.00 0.82 IBC/IRC-2003 and FBC 2004 Plate Duration Factor 1.25 F -N 0.33 1034 C 0.05 0.28 (section 1607.1), 20.0 psf. TC Fb=1.00 Fc=1.00 Ft=1.00 -------------Webs------------- Design checked for 10 psf non - BC Fb=1.00 Fc=1.00 Ft=1.00 Z -Y 0.03 190 C concurrent LL on BC. Y -K 0.03 129 T Prevent truss rotation at all Load Case # 1 Standard Loading K -B 0.17 562 T bearing locations. Lumber Duration Factor 1.25 B -P 0.63 3443 T -Wind Loads - ANSI / ASCE 7-02 Plate Duration Factor 1.25 P -Q 0.06 331 C Truss is designed as a Main plf - Live Dead From To P -U 0.36 962 C Wind -Force Resistance System. TC V 40 30 0.0' 50.0' T -U 0.07 247 T Wind Speed: 120 mph BC V 0 10 0.0' 50.0' U -S 0.13 430 T Mean Roof Height: 15-0 TC V 50 38 7.0' 10.0' S -V 0.07 366 C Exposure Category: B BC V 0 13 7.0' 10.0' S -W 0.12 462 T Occupancy Factor : 1.00 BC V 199 199 7.0' CL-LB R -W 0.13 672 C Building Type: Enclosed BC V 786 786 10.0' CL-LB R -N 0.48 1525 T Zone location: Exterior TC V 144 144 7.0' CL-LB F -C 0.67 6058 T TC Dead Load 7.0 psf F -H 0.75 4097 T BC Dead Load 3.0 psf H -C 0.67 1250 C Max comp. force 10964 Lbs Plus 6 Wind Load Case(s) H -O 0.34 507 C Quality Control Factor 1.00 Plus 1 UBC LL Load Case(s) G -O 0.07 223 T FABRICATOR NOTES: Checked for NonConcurrent 200 TL Defl -1.82" in S4-R L/321 1. EAST COAST LUMBER 6 SUPPLY Lbs Moving Point Load applied LL Defl -0.90" in S4-R L/645 MAURICE A. SHASHOUA, at Panel Points and Mid -panel DL Defl -1.37" at R L/427 P.E.#EB5251 6 19554 on BC Shear // Grain in C -O 0.29 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 Jt React Uplft Size Req'd Plates for each ply each face. 2. !!!CAUTION!!! READ "SCSI-Bl Lbs Lbs In-Sx In-Sx PLATING CONFORMS TO TPI. SUMMARY SHEET" BEFORE A 4197 858 8- 0 4-15 REPORTS: SBCCI 9761 HANDLING , INSTALLING 6 Robbins Engineering. Inc./Online Plus l" © 1996-2006 Version 19.0,028 Engineering - Portrait 6/8/2006 11:10A4 P.M Page 1 of 2 Job SPF2TY Mark G11 Quan Type Span P1-H1 Left OH Right OH 1 SP 500000 6 1- 2- 0 1- 2- 0 Engineering Cont. ENGLE/SPF2TY/M#3723 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus- 0 1996-2006 Version 19.0.028 Engineering -Portrait 602006 11:10A4 AM Page 2 of 2 Job Mark guan Type Span P1-H1 Left OH Right OH Engineering SPF2TY H21 1 SP 400000 6 0 1- 2- 0 ENGLE/SPF2TY/M##3723 HO 4-3 HO 4-3 0 0 N O TC 11-0-0 12-8-0 16-4-0 !''i 5x6 3x6 2x4 5x8 B N O C 6 / 2x4 M B-6-3 2-8-O5x6/ / 2-8-OJ A \\�-�/ 1-0-OG la - 1-0-OF L S2 HGR 2- 8- 0 4x84x8 R:1665 U: 326 BC 20-3-13 /// 3Q6 30 S1 J Sx12 --- m --y/T U 1- 0-ISS K I G H 4x10 3x8 4x6 2x4 2x4 3x3 k3x3 N r 13- 0- 0 O -i � o w � 0 m 0 40-0-0 ALL P!.ATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR. 3x10 \ R 3x10 S 5x6 D F 6x10 E ?E, 12, 5x10 W:800 ....... _ R: 1738 U: 348 0 2-8-0, 0 0 ,a Scale: 0.130" = 1' Robbins Engineering, Inc./Online Plus- * -O 0.32 3021 C 0.06 0.26 S LOCK 3.Ox10.0-0.7 0.4 0.98 O -C 0.19 3007 C 0.06 0.13 D LOCK 5.Ox 6.0-1.4 0.6 0.93 Online Plus -- Version 19.0.028 C -Q 0.62 2498 C 0.04 0.58 S2 LOCK 4.Ox 8.0 Ctr 0.2 0.89 RUN DATE: 08-JUN-06 Q -S1 0.65 3368 C 0.07 0.5B J LOCK 5.Oxl2.0 Ctr 0.8 0.98 SI-R 0.88 3465 C 0.20 0.66 U LOCK 4.Ox10.0-0.5 Ctr 0.95 CSI -Size- ----Lumber---- R -S 0.51 6738 C 0.32 0.19 K LOCK 4.Ox 6.0 1.0 Ctr 0.96 TC 0.88 2x 4 SP-#2 S -D 0.30 3205 C 0.07 0.23 F LOCK 6.Ox10.0 Ctr-0.5 0.82 BC 0.99 2x 4 SP-#2 --------Bottom Chords--------- E LOCK 5.0x10.0 1.7 4.2 0.81 EX G -S3 2x 4 SP-SS A -L 0.99 2782 T 0.25 0.74 EX S3-F 2x 4 SP-SS L -S2 0.75 2883 T 0.48 0.27 EX F -E 2x 4 SP-SS S2-J 0.90 2883 T 0.27 0.63 REFER TO ROBBINS ENG. GENERAL CW 0.71 2x 4 SP-#3 G -U 0.16 116 C 0.00 0.16 NOTES AND SYMBOLS SHEET FOR WB 0.85 2x 4 SP-#3 U -S3 0.38 3090 T 0.15 0.23 ADDITIONAL SPECIFICATIONS. EX F -S 2x 4 SP-#2 S3-K 0.29 3090 T 0.26 0.03 K -F 0.65 5812 T 0.50 0.15 NOTES: Brace truss as follows: F -E 0.93 3324 T 0.28 0.65 Trusses Manufactured by: O.C. From To E -D 0.66 2816 T 0.47 0.19 East Coast Lumber TC Cont. 0- 0- 0 40- 0- 0 ---------- Chord -Webs ---------- Analysis Conforms To: BC Cont. 0- 0- 0 40- 0- 0 G -J 0.71 202 T 0.00 0.71 FBC2004 WE; 1 rows CLB on K -R J -0 0.38 232 C 0.00 0.38 OH Loading Attach CLB with (2)-10d nails -------------Webs------------- Soffit psf 2.0 at each web. M -L 0.21 382 C Design checked for LL on BC L -B 0.27 867 T per BOCA (section 1606.2.3), Loading Live Dead (psf) L -N 0.55 703 C IBC/IRC-2003 and FBC 2004 TC 20.0 15.0 N -J 0.07 234 T (section 1607.1), 20.0 psf. BC 0.0 5.0 J -C 0.51 1611 T Design checked for 10 psf non - Total 20.0 20.0 40.0 J -U 0.83 2594 T concurrent LL on BC. Spacing 24.0" U -C 0.47 624 C Wind Loads - ANSI / ASCE 7-02 Lumber Duration Factor 1.25 U -Q 0.85 1025 C Truss is designed as a Main Plate Duration Factor 1.25 K -Q 0.15 480 T Wind -Force Resistance System. TC Fb=1.15 Fc=1.10 Ft=1.10 - K -R 0.57 2753 C 1 Br Wind Speed:- 120 mph BC Fb=1.10 Fc=1.10 Ft=1.10 F -R 0.54 1708 T Mean Roof Height: 15-0 F -S 0.59 3216 T Exposure Category: B E -S 0.29 1858 C Occupancy Factor : 1.00 Plus 6 Wind Load Case(s) Building Type: Enclosed Plus 1 UBC LL Load Case(s) TL Defl -0.72" in S2-J L/648 Zone location: Exterior Plus 1 BC LL Load Case(s) LL Defl -0.39" in S2-J L/999 TC Dead Load 7.0 psf DL Defl.-0.51" at S3 L/926 BC Dead Load 3.0 psf Checked for NonConcurrent 200 Hz Disp LL DL TL Max comp. force 6738 Lbs Lbs Moving Point Load applied Jt D 0.20" 0.18" 0.38" Quality Control Factor 1.00 at Panel Points and Mid -panel Shear // Grain in F -E 0.86 on BC FABRICATOR NOTES: Plates for each ply each face. 1. EAST COAST LUMBER S SUPPLY Jt -React Uplft Size Req'd PLATING CONFORMS TO TPI. MAURICE A. SHASHOUA, Lbs Lbs In-Sx In-Sx REPORTS: SBCCI 9761 P.E.#EB5251 6 19554 A 1665 327 3- 8 1-15 ROBBINS ENGINEERING, INC. 5285 ST. LUCIE BLVD. Hz = -172 BASED ON SP LUMBER FORT PIERCE FL. 34946 D 1738 348 8- 0 2- 1 USING GROSS AREA TEST. 2. !!!CAUTION!!! READ "SCSI-B1 Hz = 179 Plate - LOCK 20 Ga, Gross Area SUMMARY SHEET" BEFORE Plate - RHS 20 Ga, Gross Area HANDLING , INSTALLING 6 Membr CSI P Lbs Axl-CSI-Bnd Jt Type Plt Size X Y JSI BRACING TRUSSES. ----------Top Chords---------- A LOCK 5.Ox 6.0 1.4 0.6 0.90 3. SEE ATTACHED DETAIL SHEET A -M 0.38 3116 C 0.03 0.35 B LOCK 5.Ox 6.0 0.7-3.1 0.68 FOR: 1-JACK NAILS. M -B 0.32 2731 C 0.08 0.24 C LOCK 5.Ox 8.0 Ctr-0.1 1.00 2-TBRACE. 3-BEARING BLOCK. B -N 0.30 2421 C 0.04 0.26 R LOCK 3.0x10.0-0.7 0.4 1.00 4. DESIGNER: JLW Robbins Engineering. Inc./Online Plus'" © 1996-2006 Version 19.0.02t Engineering - Portrait 6/8/2006 11.10:51 AM ?age 1 Job Mark uan Type Span P1-H1 Left OH Right OH Engineering SPF2TY H2O 1 SP 400000 6 0 1- 2- 0 ENGLE/SPF2TY/M#3723 HO 4-3 HO 4-3 0 0 N O TC 9-0-0 16-8-0 14-4-0 5x6 3x63x6 3x6 5x8 B N S1 O C 3x6 6 3x6 6-6-3 R 4x6 Y / 3x6 1-8-0A A / S2 3x6 1-8-01 _ S 3x6 U L S3 J ` - T 4x6 2x4 4x8 .3x 8- 0 5x8 -- D AA S4- 0-w0 F I G CC H 2x4 4x8 3x8 .13x6 5x6 E Cant:l- 9- 7 V2x4 DID 12- 5x6 3x6 3x3--- 2x4 2x4 W:800 W:8100 2x4 - - ----- 13- 0- 0 - R: 622- R:2049 w U: 159 U: 397 D9 n r W:1800 I r R: 746 ~ U: 161 0 BC 1 15-11-8 o1m 17-2-3 o i20713": 0 00 0 C'm O O 0 N .y 40-0-0 ALL PLATES ARE LOCK20 Scale: 0.123" = 1' Robbins Engineering, Inc...)nline Plus- R -S2 0.33 816 C 0.00 0.33 D LOCK 4.Ox 6.0 Ctr 0.1 0.73 S2-S 0.24 896 C 0.00 0.24 J LOCK 5.Ox 8.0 0.1 0.4 0.77 Online Plus -- Version 19.0.028 S -T 0.10 2312 C 0.06 0.04 F LOCK 5.Ox 6.0 Ctr-1.0 0.89 RUN DATE: 08-JUN-06 T -D 0.08 1142 C 0.00 0.08 E LOCK 5.Ox 6.0 1.4 3.5 0.68 -- Bottom Chords--------- CSI -Size- ----Lumber---- A -U 0.38 188 T 0.03 0.35 TC 0.66 2x 4 SP-#2 U -L 0.46 237 T 0.03 0.43 REFER TO ROBBINS ENG. GENERAL BC 0.61 2x 4 SP-42 L -S3 0.35 477 C 0.00 0.35 NOTES AND SYMBOLS SHEET FOR CW 0.30 2x 4 SP-#3 S3-V 0.57 477 C 0.00 0.57 ADDITIONAL SPECIFICATIONS. WB 0.51 2x 4 SP-#3 V -J 0.57 840 C 0.00 0.57 G -AA 0.53 9 T 0.00 0.53 NOTES: Brace truss as follows: AA-S4 0.46 766 T 0.09 0.37 Trusses Manufactured by: O.C. From To S4-W 0.42 766 T 0.09 0.33 East Coast Lumber TC Cont. 0- 0- 0 40- 0- 0 W -F 0.58 1998 T 0.24 0.34 Analysis Conforms To: BC Cont. 0- 0- 0 40- 0- 0 F -E 0.61 1199 T 0.20 0.41 FBC2004 WB 1 rows CLB on J -C E -D 0.22 1006 T 0.16 0.06 OH Loading Attach CLB with (2)-10d nails ----------- Chord -Webs ---------- Soffit psf 2.0 at each web. G -J 0.12 226 T 0.07 0.05 Design checked for LL on BC J -O 0.30 634 T 0.20 0-10 per BOCA (section 1606.2.3), Loading Live Dead (psf) -------------Webs------------- IBC/IRC-2003 and FBC 2004 TC 20.0 15.0 U -Y 0.09 598 C (section 1607.1), 20.0 psf. BC 0.0 5.0 Y -L 0.06 160 T Design checked for 10 psf non - Total 20.0 20.0 40.0 L -B 0.12 374 C concurrent LL on BC. Spacing 24.0" L -N 0.22 689 T Prevent truss rotation at all Lumber Duration Factor 1.25 N -V 0.50 993 C bearing locations. Plate Duration Factor 1.25 V -O 0.37 1119 C Wind Loads - ANSI / ASCE 7-02 TC Fb=1.15 Fc=1.10 Ft=1.10 J -C 0.33 1228 C 1 Br Truss is designed as a Main BC Fb=1.10 Fc=1.10 Ft=1.10 J -AA 0.06 200 T Wind -Force Resistance System. AA-C 0.13 447 T Wind Speed: 120 mph AA-R 0.42 690 C Mean Roof Height: 15-0 Plus 6 Wind Load Case(s) W -R 0.11 372 T Exposure Category: B Plus 2 Unbalanced Load Cases W -S 0.51 1251 C Occupancy Factor : 1.00 Plus 1 UBC LL Load Case(s) F -S 0.21 680 T Building Type: Enclosed . F -T 0.34 1076 T Zone location: Exterior Checked for NonConcurrent 200 E -T 0.10 662 C TC Dead Load 7.0 psf Lbs Moving Point Load applied BC Dead Load 3.0 psf at Panel Points and Mid -panel TL Defl -0.16" in W -F L/999 Unbalanced Loads Checked on BC LL Defl 0.12" in S3-V L/999 Load Factors = 1.00 and 0.00 LL Cant 0.01" in A -U L/999 Max comp. force 2312 Lbs Jt React Uplft Size Req'd DL Defl -0.13" at F L/999 Quality Control Factor 1.00 Lbs Lbs In-Sx In-Sx Hz Disp LL DL TL U 623 159 8- 0 1- 8 Jt D 0.03" 0.03" 0.06" FABRICATOR NOTES: - Hz = -145 Shear // Grain in V -J 0.42 1. EAST COAST LUMBER 6 SUPPLY V 2050 398 8- 0 2- 5 MAURICE A. SHASHOUA, D 747 162 8- 0 1- 8 Plates for each ply each face. P.E.#EB5251 6 19554 Hz = 153 PLATING CONFORMS TO TPI. 5285 ST. LUCIE BLVD. REPORTS: SBCCI 9761 FORT PIERCE FL. 34946 Membr CSI P Lbs Axl-CSI-Bnd ROBBINS ENGINEERING, INC. 2. !!!CAUTION!!! READ "SCSI-Bl ----------Top Chords---------- BASED ON SP LUMBER SUMMARY SHEET" BEFORE A -Y 0.50 191 C 0.00 0.50 USING GROSS AREA TEST. HANDLING , INSTALLING & Y -B 0.50 312 C 0.00 0.50 Plate - LOCK 20 Ga, Gross Area BRACING TRUSSES. B -N 0.23 269 C 0,00 0.23 Plate - RHS 20 Ga, Gross Area 3. SEE ATTACHED DETAIL SHEET N -S1 0.41 1072 T 0.18 0.23 Jt Type Plt Size X Y JSI FOR: 1-JACK NAILS. S1-O 0.66 1072 T 0.17 0.49 A LOCK 4.Ox 6.0 Ctr 0.1 9.73 2-TBRACE. 3-BEARING BLOCK. O -C 0.62 834 T 0.13 0.49 B LOCK 5.Ox 6.0 0.7-3.1 0.68 4. DESIGNER: JLW C -R 0.33 230 C 0.00 0.33 C LOCK 5.Ox 8.0 Ctr-0.1 1.00 Robbins Engineering. Inc./Online Plus'" 0 1996-2006 Version 19.0.02:: Engineering - Portrait 6/8/2006 11:10:50 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY H19 1 SP 400000 6 0 1- 2- 0 ENGLE/SPF2TY/M#3723 HO 4-3 HO 4-3 CN 0 0 O TC 7-0-0 ;. 20-8-0 12-4-0 115x6 2x4 4x10 3x6 3x64x6 5x8 6 �•�:. B CC, DID S1 O LL C 2x4 Z I-` 3x6 6-6-3 9x6 �� R A \ / �II V, 3x6 3x6 2-8-OA %�� 2-8-0J S 1-0-OG - l`; ��. T 1-0-OF S2 BB AA ,7I%. --��.� 4x6 W: 800 2- 8- 0 A- 3x8 4x8 2x4 5,3�0 9U'8- -`-, " ''j_�D R:1420 R:32,9A Y� 1- 0- DK S3 II U: 288 M U:I 697 H JJ 3x6 3x6 3x6 5x6E 3x6 2x4;cK 12. 5x6 W:800 U 4x8 R: 596 4.6 3x3 U: 130 I 2x4 2x4 r r. 13- 0- 0 i c � 0 BC 20-0-0 oco 15-5-8 0 2-8-0 co 0 rr1 0 0 40-0-0 ALL PLATES ARL LOCK20 Robbins Engineering, Inc.;i.nline Plus- Membr CSI P Lbs Axl-CSI-tnd ----------Top Chords---------- OnlinePlus -- Version 19.0.029 A -Z 0.27 2661 C 0.06 0.21 RUN DATE: 08-JUN-06 Z -B 0.28 2477 C 0.04 0.24 - B -CC 0.53 2010 C 0.03 0.50 CSI -Size- ----Lumber---- CC-DD 0.66 2010 C 0.03 0.63 TC 0.94 2x 4 SP-#2 DD-S1 0.94 1706 T 0.31 0.63 BC 0.71 2x 4 SP-#2 S1-O 0.88 1706 T 0.31 0.57 CW 0.41 2. 4 SP-113 O -LL 0.83 1449 T 0.26 0.57 WB 0.75 2x 4 SP-#3 LL-C 0.44 713 T 0.13 0.31 C -R 0.26 154 C 0.00 C.26 Brace truss as follows: R -S 0.26 538 C 0.00 C.26 O.C. From To S -T 0.07 1601 C 0.05 0-02 TC Cont. 0- 0- 0 40- 0- 0 T -D 0.06 829 C 0.00 0.06 BC Cont. 0- 0- 0 40- 0- 0 --------Bottom Chords --------- WB 1 rows CLB on DD-U A -M 0.71 2360 T 0.24 0,47 Attach CLB with (2)-10d nails M -S2 0.48 2213 T 0.22 0.26 at each web. S2-BB 0.57 2213 T 0.23 0,34 BB -AA 0.40 804 T 0.07 C.33 Loading Live Dead (psf) AA-U 0.41 804 T 0.06 0.35 TC 20.0 15.0 U -J 0.35 1463 C 0.00 0.35 BC 0.0 5.0 G -KK 0.26 24 C 0.00 0.26 Total 20.0 20.0 40.0 KK-K 0.38 130 T 0.01 0.37 Spacing 24.0" K -S3 0.26 492 T 0.06 0.20 Lumber Duration Factor 1.25 S3-II 0.40 492 T 0.08 0.32 Plate Duration Factor 1.25 II-F 0.50 1373 T 0.21 0.29 TC Fb=1.00 Fc=1.00 Ft=1.00 F -E 0.45 884 T 0.16 0.29 BC Fb=1.00 Fc=1.00 Ft=1.00 E -D 0.22 731 T 0.09 0.13 ---------- Chord -Webs ---------- Load Case If 1 Standard Loading G -J 0.15 198 T 0.00 0.15 Lumber Duration Factor 1.25 J -0 0.41 752 T 0.24 0-17 Plate Duration Factor 1.25 ------------- Webs ------------- plf - Live Dead From To Z -M 0.03 150 C TC V 40 30 0.0' 40.0' M -B 0.17 609 T BC V 0 10 0.0' 40.0' B -BB 0.19 441 C TC V 50 38 7.0' 19.7' BB -CC 0.16 701 C BC V 0 13 7.0' 19.7' BB-DD 0.52 1639 T BC V 199 199 7.0' CL-LB AA-DD 0.09 281 T TC V 144 144 7.0' CL-LB DD-U 0.56 2935 C 1 Br U -O 0.28 1221 C J -LL 0.46 1791 C Plus 6 Wind Load Case(s) J -KK 0.17 993 C Plus 2 Unbalanced Load Cases KK-LL 0.46 1448 T Plus 1 UBC LL Load Case(s) KK-C 0.75 984 C K -C 0.13 417 T Checked for NonConcurrent 200 K -R 0.24 576 C Lbs Moving Point Load applied II-R 0.11 357 T at Panel Points and Mid -panel II-S 0.26 903 C on BC F -S 0.19 606 T F -T 0.22 706 T Jt React Uplft Size Req'd E -T 0.07 492 C Lbs Lbs In-Sx In-Sx A 1421 289 8- 0 1-11 TL Defl -0.15" in M -S2 L/599 Hz = -120 LL Defl -0.08" in M -S2 L/999 U 3294 658 9- 8 3-12 DL Defl -0.12" at S2 L/999 D 596 130 8- 0 1- 8 Hz Disp LL DL TL Hz = 127 Jt D 0.03" 0.03" 0.06" Shear // Grain in DD-S1 0.51 Robbins Engineering, Inc./Online Plus" 0 1996-2006 Version 19.0.028 Engineering - Portrait 6/812006 11:10:49 AM r age 1 of 2 Scale: 0.126" = 1 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 6.0 Ctr-0.1 0.98 DD LOCK 4.Ox10.0 0.5 Ctr 0.99 C LOCK 5.Ox 8.0 Ctr-0.1 1.00 D LOCK 4.Ox 6.0 Ctr 0.1 0.73 BB LOCK 4.Ox 8.0 0.5 Ctr 0.86 U LOCK 4.Ox 6.0-1.0 Ctr 0.92 J LOCK 5.0x10.0 Ctr 0.8 0.68 F LOCK 5.Ox 6.0 Ctr-1.0 0.90 E LOCK 5.Ox 6.0 1.4 3.5 0.68 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FEC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/.IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System, Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Unbalanced Loads Checked Load Factors = 1.00 and 0.00 Max comp. force 2935 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY Job SPF2TY Mark HI Quan Type Span P1-H1 Left OH Right OH 1 SP 400000 6 0 1- 2- 0 Engineering Co„r. ENGLE/SPF2TY/M#3723 MAURICE A. SHASHOUA, P.E.gEB5251 6 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 !!!CAUTION!!! READ "SCSI—B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1—JACK NAILS. 2—TBRACE. 3—BEARING BLOCK. DESIGNER: JLW Robbins Engineering. Inc./Online Plus- © 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11:10.49 AM Page 2 of 2 Job Mark _SPF2TY H31 ENGLE/SPF2TY/M#3723 HO 4-3 0 0 N O TC " 6-0-3 1-0-OG 1-0-OF w:800 R: 876 U: 148 Quan Type Span P1-H1 Left OH Right OH 1 SP 200000 6 1- 2- 0 0 HO 6-0-3 11-4-0 8-870 4x6 3x8 #6x12 B M C 4x6 12 6x6 D 2x4 W:400 R: 814 U: 199 #3x8 BC 2-8-0 0 13-0-0 0 1-10-8m 0 0 0 0 0 rr1 0 0 20-0-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.33 2x 4 SP-#2 BC 0.68 2x 4 SP-#2 WB 0.52 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 20- 0- 0 BC Cont. 0- 0- 0 20- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 877 149 8- 0 1- 8 Hz = 182 P 814 199 4- 0 1- 8 Hz = -27 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- Robbins Engineering, Inc./Online P1us- C -C 0.02 0 T 0.00 0.02 --------Bottom Chords --------- A -H 0.25 1229 T 0.20 0.05 H -G 0.55 1534 T 0.25 0.30 G -I 0.68 1282 T 0.14 0.54 I -F 0.41 425 T 0.05 0.36 F -E 0.19 496 T 0.08 0.11 E -D 0.15 14 C 0.00 0.15 ------------- Webs ------------- H -J 0.14 919 C J -G 0.44 1399 T G -K 0.01 66 C G -L 0.52 1640 T L -I 0.22 614 C I -B 0.05 175 T I -M 0.15 484 T F -M 0.12 389 T M -E 0.47 983 C E -C 0.23 729 T D -P 0.11 214 T 0.00 0.11 P -C 0.16 794 C WindLd TL Defl -0.24" in G -I L/953 LL Defl -0.12" in G -I L/999 DL Defl -0.16" at G L/999 Hz Disp LL DL TL it P 0.04" 0.04" 0.08" Shear // Grain in H -G 0.26 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER' USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI C LOCK 6.Oxl2.0 2.5 Ctr 0.57 H LOCK 4.Ox 6.0-1.2 3.0 0.66 G LOCK 6.Ox 8.0 Ctr-0.5 0.84 F LOCK 4.Ox 6.0-0.1-0.1 0.57 E LOCK 6.Ox 6.0 0.9 4.7 0.93 A -J 0.10 1396 C 0.01 0.09 J -K 0.22 2955 C 0.05 0.17 # = Plate Monitor used K -L 0.33 2906 C 0.07 0.26 L -B 0.21 877 C 0.00 0.21 REFER TO ROBBINS ENG. GENERAL B -M 0.24 778 C 0.00 0.24 NOTES AND SYMBOLS SHEET FOR M -C 0.23 231 C 0.00 0.23 ADDITIONAL SPECIFICATIONS. Robbins Engineering, IOc.IONine Plus" 0 1996-2006 Version 19.0,028 Engineering - Portrait 6/8/2006 11:10:57 AM Page 1 Engineering Scale: 0.203" = 1 NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and end vertical is 1/211. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2955 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY H30 1 SP 200000 6 1- 2- 0 0 ENGLE/SPF2TY/M#3723 HO 4-3 HO 5-0-3 TC 1-2-0 9-4-0 10-8-0 4x6 3x8 #6xl2 B L C 6 5-0-3 4x4 K q (J 1-0-OG 3x4 O I__•N 1-0-OF t 3x4 �. 814 ID i //Sx6 3x8 1- 0- 0 4X6 / ! 186 O H N_ �- H ''12 _ E #3x8 D \/ 4X6 4x10 2x4 W:800 R: 877 U: 161 BC 2-8-0 0 13-0-0 0 1-10-8 0 0 0 0 o y 0 0 20-0-0 ...___...._._.. ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.295" = 1' Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.46 2x 4 SP-#2 BC 0.77 2x 4 SP-#2 WB 0.71 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 20- 0- 0 BC Cont. 0- 0- 0 20- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 877 162 8- 0 1- 8 Hz = 123 0 814 186 4- 0 1- 8 Hz = -54 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- RobbinsEngineering, Inc./Online Plus- --------Bottom Chords --------- A -H 0.28 1244 T 0.20 0.08 H -G 0.77 1475 T 0.24 0.53 G -I 0.67 2499 T 0.30 0.37 I -F 0.58 578 T 0.06 0.52 F -E 0.26 691 T 0.11 0.15 E -D 0.16 23 C 0.00 0.16 ------------- Webs ------------- H -J 0.13 814 C J -G 0.43 1355 T G -K 0.25 788 T K -I 0.71 1477 C I -B 0.05 186 T I -L 0.16 525 T F -L 0.16 525 T L -E 0.39 1163 C E -C 0.25 789 T D -0 0.18 217 T 0.00 0.18 0 -C 0.19 790 C 0.04 0.15 TL Defl -0.19" in H -G L/999 LL Defl -0.10" in H -G L/999 DL Defl -0.16" at G L/999 Hz Disp LL DL TL it 0 0.05" 0.04" 0.09" Shear // Grain in H -G 0.37 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 it Type Plt Size X Y JSI J LOCK 3.Ox 4.0 0.4 0.2 0.98 C# LOCK 6.Oxl2.0 2.6 Ctr 0.54 H LOCK 4.Ox 6.0-1.2 3.0 0.64 G LOCK 5.0x 6.0 Ctr-1.0 0.84 I LOCK 3.Ox 8.0-0.5 Ctr 1.00 F LOCK 4.Ox 6.0-0.1-0.1 0.57 E LOCK 4.Ox10.0 0.8 4.5 0.97 A -J 0.11 1414 C 0.01 0.10 J -K 0.14 2886 C 0.09 0.05 # = Plate Monitor used K -B 0.34 1153 C 0.01 0.33 B -L 0,46 1042 C 0.01 0.45 REFER TO ROBBINS ENG. GENERAL L -C 0.45 300 C 0.00 0.45 NOTES AND SYMBOLS SHEET FOR C -C 0.02 0 T 0.00 0.02 ADDITIONAL, SPECIFICATIONS. Robbins Engineering, Inc./Online Plus- Q 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 1110:57 AM Page 1 NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brig and end vertical is 1/2". NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0.psf Max comp. force 2886 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY H29 1 Sp 200000 6 1- 2- 0 0 ENGLE/SPF2TY/M#3723 Ho 4-3 HO 4-0-3 TC 1-2-0 7-4-0 12-8-0 4x6 3x4 #6x12 B G C 6 I H 4-0-3 / x8 N I 3x9 / 00 I A/ o F S1 E 2x4 ;1 3x4 4x4 3x4 I W:400 R: 814 U: 182 W:800 R: 877 U: 165 BC 19-6-8 m o, 20-0-0 - ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.284" = 1' Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.51 2x 4 SP-#2 BC 0.66 2x 4 SP-#2 WB 0.34 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 20- 0- 0 BC Cont. 0- 0- 0 20- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1-15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 877 166 8- 0 1- 8 Hz = 116 I 814 182 4- 0 1- 8 Hz = -17 Membr CSI P Lbs Ax1-CSI-Bnd ----------Top Chords ---------- A -B 0.51 1121 C 0.02 0.49 Robbins Engineering, Inc./Online P1us- B -G 0.46 1002 C 0.00 0.46 G -C 0.46 901 C 0.00 0.46 C -C 0.02 0 T 0.00 0.02 --------Bottom Chords --------- * -F 0.66 1002 T 0.11 0.55 F -S1 0.41 901 T 0.08 0.33 S1-E 0.51 901 T 0.10 0.41 E -D 0.47 4 C 0.00 0.47 ------------- Webs ------------- F -B 0.05 175 T F -G 0.06 202 T E -G 0.12 534 C E -C 0.34 1075 T D -I 0.07 225 T WindLd I -C 0.12 786 C WindLd TL Defl -0.13" in A -F L/999 LL Defl -0.08" in S1-E L/999 DL Defl -0.12" at F L/999 Shear // Grain in G -C 0.31 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI C LOCK 6.Oxl2.0 2.7-0.1 0.50 S1 LOCK 4.Ox 4.0 Ctr 0.2 0.93 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and end vertical is 1/2". NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1121 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering. Inc./Online Plus- © 1996-2006 Version 19.0.028 Engineering - Pon, ail 6/8/2006 11:10:56 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY GE28 1 HHIP 190608 6 1- 2- 0 0 ENGLE/SPF2TY/M#3723 HO 4-3 TC 1-2-0 5-4-0 4x4 B J L N 3-0-3 3x4 S2 P R T HO 3-0-3 2x4 v c 3x4 BC 19-6-8 19-6-8 ALL PLATES ARE LOCK20 See Joint F For Typical Gable Plate Size and Placement Scale: 0.313" = 1' Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.06 2x 4 SP-#2 BC 0.12 2x 4 SP-#2 WB 0.04 2x 4 SP-#3 GW 0.08 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 19- 6- 8 BC Cont. 0- 0- 0 19- 6- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 19- 6- 8 1659 338 Hz = 112 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.06 62 C 0.00 0.06 F -H 0.04 43 C 0.00 0.04 H -B 0.04 31 C 0.00 0.04 B -J 0.05 34 T 0.00 0.05 J -L 0.04 34 T 0.00 0.04 L -N 0.04 34 T 0.00 0.04. Robbins Engineering, Inc./Online P1us- N -S2 0.04 33 T 0.00 0.04 S2-P 0.04 33 T 0.00 0.04 P -R 0.04 33 T 0.00 0.04 R -T 0.04 33 T 0.00 0.04 T -V 0.04 35 C 0.00 0.04 V -C 0.02 36 C 0.00 0.02 --------Bottom Chords --------- A -G 0.10 6 C 0.00 0.10 G -I 0.12 0 T 0.00 0.12 I -K 0.12 0 T 0.00 0.12 K -M 0.12 0 T 0.00 0.12 M -S1 0.05 0 T 0.00 0.05 S1-0 0.05 0 T 0.00 0.05 0 -Q 0.12 0 T 0.00 0.12 Q -S 0.12 0 T 0.00 0.12 S -U 0.12 0 T 0,00 0.12 U -W 0.12 0 T 0.00 0.12 W -D 0.08 0 T 0.00 0.08 ------------- Webs ------------- D -C 0.04 46 C 0.00 0.04 ----------Gable Webs ---------- G-F 0.08 142 C 0.00 0.08 I -H 0.06 134 C 0.00 0.06 K -J 0.05 136 C 0.00 0.05 M -L 0.05 138 C 0.00 0.05 0 -N 0.04 140 C 0.00 0.04 Q -P 0.05 139 C 0.00 0.05 S -R 0.05 139 C 0.00 0.05 U -T 0.05 143 C 0.00 0.05 W -V 0.05 115 C 0.00 0.05 TL Defl 0.00" in A -G L/999 LL Defl 0.00" in W -D L/999 DL Defl 0.00" at L/999 Shear // Grain in M -S1 0.21 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 it Type Plt Size X Y JSI B LOCK 4.Ox 4.0 Ctr-1.0 0.68 D 2x4 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. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 143 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc.iOnline Plus- © 1996-2006 Version 19.0.02E Engineering - Portrait 6/8/2006 11:10,55 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY G34 1 ENDJO 70000 6 0 0 ENGLE/SPF2TY/M#3723 HO 4-3 HO 3-10-3 TC 7-0-0 #4x8 B 6 3-10-3 # 5x / tzF C JInII 12x4 3x8 W:800 HGR R: 694 R:1572 U: 131 U: 335 BC 7-0-0 --------_-_. 7-0-0 ALL PLATES ARE LOCK20, 4 = PLATE SELECTED IN PLATE MONITOR Scale: 0.472" = 1' Robbins Engineering, Inc./Online Plus - A 694 131 8- 0 1- 8 Hz = -56 Online Plus -- Version 19.0.028 C 1573 336 3- 8 1-14 RUN DATE: 08-JUN-06 Hz = 142 CSI -Size- TC 0.51 2x 4 SP-#2 BC 0.39 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 854 854 5.3' CL-LB Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.51 978 C 0.01 0.50 --------Bottom Chords --------- A -D 0.39 860 T 0.11 0.28 D -C 0.08 111 T 0.00 0.08 ------------- Webs ------------- D -B 0.63 1985 T C -B 0.33 1545 C WindLd TL Defl -0.05" in A -D L/999 LL Defl -0.03" in A -D L/999 DL Defl 0.00" at L/999 Shear // Grain in A -B 0.28 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI B LOCK 4.Ox 8.0-1.2-0.5 0.84 D LOCK 3.Ox 8.0-0.2-0.4 0.74 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 Design checked for LL on BC Lbs Lbs In-Sx In-Sx per BOCA (section 1606.2.3), Robbins Engineering. Inc./Online Plus- © 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11:11:00 AM Page 1 IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1545 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY PIG-1 2 HIPP 60800 6 10-14 10-14 ENGLE/SPF2TY/M#3723 TC 10-19 1-1-2 2-8-0 1-1-2 10-14 6 10-8 BC #4x6 #4x6 #2x4 #2x4 4-10-4 6-8-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Robbins Engineering, Inc./Online Plus- -------- Bottom Chords --------- A -F 0.08 10 T 0.00 0.08 Online Plus -- Version 19.0.028 F -E 0.11 0 T 0.00 0.11 RUN DATE: 08-JUN-06 E -D 0.08 10 T 0.00 0.08 ------------- Webs ------------- CSI -Size- ----Lumber---- F -B 0.01 117 C TC 0.06 2x 4 SP-#2 E -C 0.01 117 C BC 0.11 2x 4 SP-#2 WB 0.01 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6- 8- 0 BC Cont. 0- 0- 0 6- 8- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lhs Moving Point Load applied at Panel Points and Mid -panel on BC TL Defl 0.00" in E -D L/999 LL Defl 0.00" in E -D L/999 DL Defl 0.00" at L/999 Shear // Grain in F -E 0.14 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC_ BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI B# LOCK 4.Ox 6.0 0.6 0.4 0.49 C# LOCK 4.Ox 6.0-0.7 0.2 0.51 F# LOCK 2.Ox 4.0 Ctr-0.2 0.38 E LOCK 2.Ox 4.0-0.1-0.3 0.38 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: it React Uplft Size Req'd Trusses Manufactured by: Lbs Lbs In-Sx In-Sx East Coast Lumber Cont. Brg 0- 0- 1 to 4-10- 5 Analysis Conforms To: 528 115 Hz = 9 FBC2004 OH Loading t-ie^-ibr CSI P Lbs Axl-CSI-Bnd Soffit psf 2.0 -----Top Chords---------- Design checked for LL on BC A -B 0.02 40 C 0.00 0.02 per BOCA (section 1606.2.3), B -C 0.06 38 C 0.00 0.06 IBC/IRC-2003 and FBC 2004 C -D 0.02 40 C 0.00 0.02 (section 1607.1), 20.0 psf. Rob;,ins Engineering, Inc./Online Plus`°' © 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11.11:06 AM Page 1 Scale: 0.880" = 1 Design checked for 10 psf non - concurrent LL on BC. Refer to Gen Det 3 series for web bracing and plating. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 117 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online PIus- TL Defl -0.01" in A -C L/999 LL Defl -0.01" in A -C L/999 Online Plus -- Version 19.0.028 DL Defl 0.00" at L/999 RUN DATE: 08-JUN-06 Shear // Grain in A -B 0.08 CSI -Size- ----Lumber---- TC 0.05 2x 4 SP-#2 BC 0.05 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6- 8- 0 BC Cont. 0- 0- 0 6- 8- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 1 to 4-10- 5 523 101 Hz = 22 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.05 184 C 0.00 0.05 B -C 0.05 184 C 0.00 0.05 --------Bottom Chords --------- A -C 0.05 26 C 0.00 0.05 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI B LOCK 4.Ox 4.0 Ctr-1.0 0.33 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 184 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus- © 1996-2006 Version 19.0.028 Engineering - ForUail 6/8/2006 11.11:07 AM Page 1 Job Mark Quan Type Span P1-HI Left OH Right OH Engineering SPF2TY HI 1 SP 290000 6 1- 2- 0 0 ENGLE/SPF2TY/M#3723 HO 4-3 HO 5-6-3 0 0 N O TC: ~ 5-0-0 ! 24-0-0 1 �5x8 3x6 3x6 3x8 2x4 5x6 3x6 4x6 6 B M N S1 O P Q C 2x4 _ L \ 4x8 \ 5-6-3 A 2-8-OA K J 1 N F 2-8-OF 3x6 3x6S2 3x6 ' 6x10 W:800 - 4x8 w i R:1930 U: 388 0 D E H G ,� 2x4 2x4 3x10 4x6 I; W:400 R:1348 U: 282 BC' 17-6-0 11_6_0 ---- - - 29-0-0 -.- _ ALL PLATES ARE LOCK20 Scale: 0.219" = 1' Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.47 2x 4 SP-#2 BC 0.81 2x 4 SP-#2 EX S2-F 2x 4 SP-SS CW 0.30 2x 4 SP-#3 WB 0.79 2x 4 SP-#3 EX F -P 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 29- 0- 0 BC Cont. 0- 0- 0 29- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 29.0' BC V 0 10 0.0' 29.0' TC V 30 23 5.0' 11.3' BC V 0 8 5.0' 11.3' BC V 124 124 5.0' CL-LB TC V 118 118 5.0' CL-LB R,-.bbins Engineering, Inc./Online Plus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -L 0.40 3488 C 0.10 0.30 L -B 0.36 3482 C 0.10 0.26 B -M 0.47 4241 C 0.17 0.30 M -N 0.44 4370 C 0.16 0.28 N -S1 0.36 3897 C 0.16 0.20 S1-O 0.22 3897 C 0.12 0.10 O -P 0.27 3880 C 0.14 0.13 P -Q 0.22 1512 C 0.01 0.21 Q -C 0.21 866 C 0.00 0.21 --------Bottom Chords --------- A -K 0.66 3061 T 0.56 0.10 K -J 0.70 3144 T 0.34 0.36 J -S2 0.81 4242 T 0,78 0.03 S2-I 0.43 4242 T 0.40 0.03 I -F 0.46 4370 T 0.41 0.05 E -H 0.30 31 T 0.00 0.30 H -G 0.39 866 T 0.10 0.29 G -D 0.32 107 T 0.00 0.32 ---------- Chord -Webs ---------- E -F 0.30 215 T 0.00 0.30 F -O 0.28 262 C 0.00 0.28 ------------- Webs ------------- L -K 0.03 119 T K -B 0.10 325 T B -J 0.40 1275 T J -M 0.10 570 C M -I 0.09 286 T I -N 0.03 102 T N -F 0.19 552 C F -P 0.53 2896 T F -H 0.58 1838 T H -P 0.79 1923 C H -Q 0.34 1086 T G -Q 0.48 1176 C G -C 0.47 1494 T D -C 0.54 1330 C WindLd TL Defl -0.51" in I -F L/664 Plus 6 Wind Load Case(s) LL Defl -0.25" in I -F L/999 Plus 1 UBC LL Load Case(s) DL Defl -0.38" at I L/878 Shear // Grain in B -M 0.33 Checked for NonConcurrent 200 Lbs Moving Point Load applied Plates for each ply each face. at Panel Points and Mid -panel PLATING CONFORMS TO TPI. on BC REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. it React Uplft Size Req'd BASED ON SP LUMBER Lbs Lbs In-Sx In-Sx USING GROSS AREA TEST. A 1931 389 8- 0 2- 4 Plate - LOCK 20 Ga, Gross Area Hz = -77 Plate - RHS 20 Ga, Gross Area D 1348 283 4- 0 1- 9 it Type Plt Size X Y JSI Hz = 186 A LOCK 4.Ox 8.0 0.8 0.3 0.96 Robbins Engineering, Inc./Online PIUSTM O 1996-2006 Version 19-0.028 Eng•neering - Portrait 6/82006 11:10:37 AM Page 1 B LOCK 5.Ox 8.0 Ctr-0.1 0.86 P LOCK 5.Ox 6.0-0.5 Ctr 0.95 S2 LOCK 4.Ox 8.0 Ctr 0.2 0.82 F LOCK 6.0x10.0 Ctr 1.2 0.97 H LOCK 3.0x10.0-0.5 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 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4370 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST_ LUCIE BLVD. FORT 'PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Eir;ineerirrg SPF2TY T33A 2 TR 110400 6 0 0 ENGLE/SPF2TY/M#3723 HO 4-3 HO 4-3 TC 5-8-0 - - 5-8-0 4x6 B 6 / i i 3-2-3 3x8 �/ 3A3 / 3x3 E D 2x4i'1 i Cant:B- 0 W:800 W:400 R: 475 R: 430 U: 114 U: 88 BC 1-0-0 _. ... ...___.. 10-4-0 - - 11-4-0 ALL PLATES ARE LOCK20 Scale: 0.523" = 1' Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.26 2x 4 SP-#2 BC 0.46 2x 4 SP-#2 WB 0.08 2x 4 SP-#3 WG --- 2x 6 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 4- 0 BC Cont. 0- 0- 0 11- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus- C 431 88 4- 0 1- 8 Hz = 55 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.16 488 C 0.00 0.16 B -C 0.26 489 C 0.00 0.26 --------Bottom Chords --------- * -D 0.34 438 T 0.05 0.29 D -C 0.46 438 T 0.05 0.41 ------------- Webs ------------- D -B 0.08 253 T TL Defl -0.04" in D -C L/999 LL Defl 0.02" in D -C L/999 DL Defl -0.12" at D L/928 Shear // Grain in B -C 0.20 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 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: Jt React Uplft Size Req'd East Coast Lumber Lbs Lbs In-Sx In-Sx Analysis Conforms To: E 476 115 8- 0 1- 8 FBC2004 Hz = -53 Design checked for LL on BC Robbins Engineering, Inc./Online Plus` © 1996.2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11.10:59 AN Page 1 per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp, force 489 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Enbineeriirg SPF2TY T33 2 TR 110400 6 1- 2- 0 1- 2- 0 ENGLE/SPF2TY/M#3723 HO 4-3 HO 4-3 TC 1-2-0 5-8-0 5-8-0 1-2-0 B 3-2-3 Cant:l- 0- 0 W:400 W:800 R: 587 R: 511 U: 142 U: 99 BC - 1-2-0 10-2-0 - -- .. - ---- 11-4-0 ALL PLATES ARE LOCK20 Scale: 0.474" = 1' Robbins Engineering, Inc./Online Plus'" Hz = 55 Online Plus -- Version 19.0.028 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 08-JUN-06 ----------Top Chords ---------- A -B 0.24 450 C 0.00 0.24 CSI -Size- ----Lumber---- B -C 0.27 444 C 0.00 0.27 TC 0.27 2x 4 SP-#2 --------Bottom Chords --------- 13C 0.47 2x 4 SP-#2 A -E 0.30 397 T 0.05 0.25 WB 0.07 2x 4 SP-#3 E -C 0.47 397 T 0.05 0.42 WG --- 2x 6 SP-#2 ------------- Webs ------------- E -B 0.07 237 T Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 4- 0 BC Cont. 0- 0- 0 11- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 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 TL Defl -0.05" in E -C L/999 LL Defl -0.02" in E -C L/999 DL Defl -0.12" at E L/896 Shear // Grain in B -C 0.20 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber it React Uplft Size Req'd Analysis Conforms To: Lbs Lbs In-Sx In-Sx FBC2004 D 587 143 4- 0 1- 8 OH Loading Hz = -53 Soffit psf 2.0 C 511 100 8- 0 1- 8 Design checked for LL on BC Robbins Engineering, Inc /Online Plus- © 1996-2006 Version 19.0.028 Engineering - Portrait 618/2006 11:10:58 AM Page 1 per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load : 3.0 psf Max comp. force 450 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY GE32 1 TR 110400 6 1- 2- 0 1- 2- 0 ENGLE/SPF2TY/M#3723 3-2-3 HO 4-3 TC 1-2-0 5-8-0 4x6 B 5-8-0 HO 4-3 1-2-0] BC 11-4-0 - ... ... . 11-4-0 - ALL PLATES ARE LOCK20 See Joint E For Typical Gable Plate Size and Placement Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.05 2x 4 SP-#2 BC 0.13 2x 4 SP-#2 WB 0.01 2x 4 SP-#3 GW 0.02 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 4- 0 BC Cont. 0- 0- 0 11- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brig 0- 0- 0 to 11- 4- 0 1099 218 Hz = 55 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -K 0.05 34 C 0.00 0.05 K -E 0.04 36 C 0.00 0.04 E -B 0.04 42 T 0.00 0.04 Robbins Engineering, Inc./Online P1us- B -H 0.04 42 T 0.00 0.04 H -L 0.04 36 C 0.00 0.04 L -C 0.05 34 C 0.00 0.05 --------Bottom Chords --------- A -M 0.08 4 C 0.00 0.08 M -F 0.13 0 T 0.00 0.13 F -G 0.13 0 T 0.00 0.13 G -I 0.13 0 T 0.00 0.13 I -J 0.13 0 T 0.00 0.13 J -C 0.08 4 C 0.00 0.08 ------------- Webs ------------- M -K 0.01 124 C J -L 0.01 124 C ----------Gable Webs---------- - -E 0.02 148 C G -B 0.01 95 C I -H 0.02 148 C TL Defl 0.00" in J -C L/999 LL Defl 0.00" in J -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -M 0.17 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gal, Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Scale: 0.474" = 1 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 148 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering. Inc./Online Plus- Q 1996-2006 Version 19.0,028 Engineering - Portrait 6/8/2006 11,10:58 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY 11V20 1 VLHP.SB 200000 6 0 0 ENGLE/SPF2TY/M#3723 2-8-8 TC 5-5-0 9-2-0 •2x4 - 4x4 E 4x4 B G I C F S1 H J 3x4 - - BC 20-0-0 -- 20-0-0 - ALL PLATES ARE LOCK20 See Joint E For Typical Gable Plate Size and Placement Scale: 0.328" = 1' 4 Robbins Engineering, Inc./Online P1us- E -G 0.17 226 C 0.00 0.17 per BOCA (section 1606.2.3), G -I 0.17 226 C 0.00 0.17 IBC/IRC-2003 and FBC 2004 Online Plus -- Version 19.0.028 I -C 0.17 226 C 0.00 0.17 (section 1607.1), 20.0 psf. RUN DATE: 08-JUN-06 C -D 0.23 251 C 0.00 0.23 Design checked for 10 psf non- --------Bottom Chords--------- concurrent LL on BC. CSI -Size- ----Lumber---- A -F 0.37 1 C 0.00 0.37 Wind Loads - ANSI / ASCE 7-02 TC 0.23 2x 4 SP-#2 F -S1 0.26 0 T 0.00 0.26 Truss is designed as a Main BC 0.38 2x 4 SP-#2 S1-H 0.16 0 T 0.00 0.16 Wind -Force Resistance System. GW 0.04 2x 4 SP-#3 H -J 0.25 0 T 0.00 0.25 Wind Speed: 120 mph J -D 0.38 1 C 0.00 0.38 Mean Roof Height: 15-0 Brace truss as follows: ----------Gable Webs---------- Exposure Category: B O.C. From To F -E 0.03 226 C Occupancy Factor : 1.00 TC Cont. 0- 0- 0 20- 0- 0 H -G 0.04 279 C Building Type: Enclosed BC Cont. 0- 0- 0 20- 0- 0 J -I 0.03 227 C Zone location: Exterior TC Dead Load 7.0 psf Loading Live Dead (psf) TL Defl -0.04" in A -F L/999 BC Dead Load 3.0 psf TC 20.0 15.0 LL Defl 0.02" in J -D L/999 Max comp. force 279 Lbs BC 0.0 5.0 DL Defl 0.00" at L/999 Quality Control Factor 1.00 Total 20.0 20.0 40.0 Shear // Grain in E -G 0.18 Spacing 24.0" FABRICATOR NOTES: Lumber Duration Factor 1.25 Plates for each ply each face. 1. EAST COAST LUMBER & SUPPLY Plate Duration Factor 1.25 PLATING CONFORMS TO TPI. MAURICE A. SHASHOUA, TC Fb=1.15 Fc=1.10 Ft=1.10 REPORTS: SBCCI 9761 P.E.#EB5251 & 19554 BC Fb=1.10 Fc=1.10 Ft=1.10 ROBBINS ENGINEERING, INC. 5285 ST. LUCIE BLVD. BASED ON SP LUMBER FORT PIERCE FL. 34946 USING GROSS AREA TEST. 2. !!!CAUTION!!! READ "SCSI-B1 Plus 6 Wind,Load Case(s) Plate - LOCK 20 Ga, Gross Area SUMMARY SHEET" BEFORE Plus 1 UBC LL Load Case(s) Plate - RHS 20 Ga, Gross Area. HANDLING , INSTALLING & Jt Type Plt Size X Y JSI BRACING TRUSSES. Checked for NonConcurrent 200 B LOCK 4.Ox 4.0 Ctr-1.0 0.68 3. SEE ATTACHED DETAIL SHEET Lbs Moving Point Load applied C LOCK 4.Ox 4.0 Ctr-1.2 0.68 FOR: 1-JACK NAILS. at Panel Points and Mid -panel 2-TBRACE. 3-BEARING BLOCK. on BC 4. DESIGNER: JLW REFER TO ROBBINS ENG. GENERAL Jt React Uplft Size Req'd NOTES AND SYMBOLS SHEET FOR Lbs Lbs In-Sx In-Sx ADDITIONAL SPECIFICATIONS. Cont. Brg 0- 0- 0 to 20- 0- 0 1789 379 Hz = 228 NOTES: Trusses Manufactured by: Membr CSI P Lbs Axl-CSI-Bnd East Coast Lumber ----------Top Chords---------- Analysis Conforms To: A -B 0.23 251 C 0.00 0.23 FBC2004 B -E 0.17 226 C 0.00 0.17 Design checked for LL on BC Robbins Engineering, Inc./Online Plus- e 1996-2006 Version 19.0.028 Engineering - Portrait 602006 11:11:00 AN Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineeri�rg SPF2TY HV 6 1 VLHP. SB 160000 6 0 0 ENGLE/SPF2TY/M#3723 TC 5-5-0 5-2-0 4x4 B G 6 *2x }j E t� 2-8-8 3x4 a� ^/ ✓ t:I ty 5-5-0 4x4 C r H J BC 16-0-0 -. _. .._. 16-0-0 ----- _ ALL PLATES ARE LOCK20 See Joint E For Typical Gable Plate Size and Placement Scale: 0.406" = 1' Robbins Engineering, Inc./Online P1us- E -B 0.11 199 C 0.00 0.11 B -G 0.10 161 C 0.00 0.10 Online Plus -- Version 19.0.028 G -C 0.10 161 C 0.00 0.10 RUN DATE: 08-JUN-06 C -I 0.11 199 C 0.00 0.11 I -D 0.11 170 C 0.00 0.11 CSI -Size- ----Lumber---- --------Bottom Chords --------- TIC 0.11 2x 4 SP-#2 A -F 0.21 3 C 0.00 0.21 BC 0.26 2x 4 SP-#2 F -H 0.26 0 T 0.00 0.26 GW 0.03 2x 4 SP-#3 H -J 0.26 0 T 0.00 0.26 J -D 0.21 3 C 0.00 0.21 Brace truss as follows: ----------Gable Webs ---------- O.C. From To F -E 0.03 214 C TC Cont. 0- 0- 0 16- 0- 0 H -G 0.03 219 C BC Cont. 0- 0- 0 16- 0- 0 J -I 0.03 214 C 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 it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brig 0- 0- 0 to 16- 0- 0 1372 268 Hz = 163 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -E 0.11 170 C 0.00 0.11 TL Defl 0.01" in H -J L/999 LL Defl 0.01" in H -J L/999 DL Defl 0.00" at L/999 Shear // Grain in A -F 0.17 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI B LOCK 4.Ox 4.0 Ctr-1.0 0.63 C LOCK 4.Ox 4.0 Ctr-1.2 0.63 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 4 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 219 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering. Inc./Online Plus- ©1996-2006 Version 19.0.028 Engineering -Portrait 6/8/2006 11:11:01 AM Pagel Job Mark QuartType Span P1-H1 Left OH Right OH Engineering SPF2TY HV12 1 VLHP.SB 120000 6 0 0 ENGLE/SPF2TY/M#3723 TC 5-5-0 1-2-0 5-5-0 4x4 *2x4 4x4 B E C 6 � I 2-8-8 / 3 v 3 ^1 i, 3x3 F ` '__ : . _ _._ _-..'. _ ___.. � .-�_.- , ' � � i�{�4- •. __'� BC 12-0-0 12-0-0 ALL PLATES ARE LOCK20 See Joint E For Typical Gable Plate Size and Placement Scale: 0.531" = 1' Robbins Engineering, Inc./Onlin Plus- ---------- Top Chords ---------- A -B 0.22 318 C 0.00 0.22 Online Plus -- Version 19.0.028 B -E 0.14 286 C 0.00 0.14 RUN DATE: 08-JUN-06 E -C 0.14 286 C 0.00 0.14 C -D 0.22 318 C 0.00 0.22 CSI -Size- ----Lumber---- --------Bottom Chords --------- TC 0.22 2x 4 SP-#2 A -F 0.38 1 C 0.00 0.38 BC 0.38 2x 4 SP-#2 F -D 0.38 1 C 0.00 0.38 G+: 0.01 2x 4 SP-#3 ----------Gable Webs---------- F-E 0.01 ill C Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 12- 0- 0 BC Cont. 0- 0- 0 12- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load 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 12- 0- 0 1174 259 Hz = 288 Membr CSI P Lbs Axl-CSI-Bnd TL Defl -0.03" in F -D L/999 LL Defl 0.02" in A -F L/999 DL Defl 0.00" at L/999 Shear // Grain in A -B 0.17 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS.AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI B LOCK 4.Ox 4.0 Ctr-1.0 0.57 C LOCK 4.Ox 4.0 Ctr-1.2 0.57 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 318 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins EEngineering, Inc./Online Pius- © 1996-2006 Version 19.0,028 Engineering - Portrait 6/8/2006 11:11,01 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY JIM 1 VLM. SB 80000 6 0 0 ENGLE/SPF2TY/M#3723 4-0-0 HO 4-0-0 TC 8-0-0 2x4 a Bc 8-0-0- - 8-0-0 - - ------ ALL PLATES ARE LOCK20 See Joint D For Typical Gable Plate Size and Placement Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.18 2x 4 SP #2 BC 0.23 2x 4 SP-#2 WB 0.17 2x 4 SP-#3 GW 0.19 2x 4 SP-43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 8- 0- 0 BC Cont. 0- 0- 0 8- 6- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -D 0.18 100 C 0.00 0.18 D -B 0.15 51 C 0.00 0.15 --------Bottom Chords --------- A -E 0.23 2 C 0.00 0.23 E -C 0.21 0 T 0.00 0.21 ------------- Webs ------------- C -B 0.17 103 C 0.00 0.17 ----------Gable Webs---------- E-D 0.19 274 C 0.00 0.19 TL Defl -0.01" in A -E L/999 LL Defl 0.00" in E -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -D 0.17 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gat, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Checked for NonConcurrent 200 ADDITIONAL SPECIFICATIONS. Lbs Moving Point Load applied at Panel Points and Mid -panel NOTES: on BC Trusses Manufactured by: East Coast Lumber Jt React Uplft Size Req'd Analysis Conforms To: Lbs LbsIn-Sx In-Sx FBC2004 Cont. Brg 0- 0- 0 to 8- 0- 0 Design checked for LL on BC 726 121 Hz = 268 per BOCA (section 1606.2.3), Robbins Engineering. tnc./Online Plus- © 1g96-2006 Version 19.0.026 Engineering - Portrait 6/8/2006 11:11:02 AM Page 1 4 Scale: 0.482" = 1' IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 274 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD., FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES, 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2TY MV6 1 VLM. SB 60000 6 0 0 ENGLE/SPF2TY/M#3723 HO 3-0-0 TC 6-0-0 3-0-0 BC Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.17 2x 4 SP-SS BC 0.24 2x 4 SP-SS WB 0.03 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6- 0- 0 BC Cont. 0- 0- 0 6- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) 6-0-0 6-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.17 56 C 0.00 0.17 --------Bottom Chords --------- A -C 0.24 2 C 0.00 0.24 ------------- Webs ------------- C -B 0.03 170 C WindLd TL Defl -0.05" in A -C L/999 LL Defl -0.02" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -B 0.20 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Pit Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Checked for NonConcurrent 200 Trusses Manufactured by: Lbs Moving Point Load applied East Coast Lumber at Panel Points and Mid -panel Analysis Conforms To: on BC FBC2004 Design checked for LL on BC Jt React Uplft Size Req'd per BOCA (section 1606.2.3), Lbs Lbs In-Sx In-Sx IBC/IRC-2003 and FBC 2004 Cont. Brg 0- 0- 0 to 6- 0- 0 (section 1607.1), 20.0 psf. 431 89 Hz = ill Design checked for 10 psf non - concurrent LL on BC. Robbins Engineering, IncJOnfine Plus'" © 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11:11:03 AM Pagel 2x4 C x4 Scale: 0.625" = 1' Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 170 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering .SPF2TY 111V4 2 VLM.SB 40000 6 0 0 ENGLE/SPF2TY/M#3723 2-0-0 Bo 2-0-0 TC 4-0-0 2x4 BC 4-0-0 - 4-0-0 ALL PLATES ARE LOCK20 Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.12 2x 4 SP-#2 BC 0.22 2x 4 SP-#2 PIB 0.01 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4- 0- 0 BC Cont. 0- 0- 0 4- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Robbins Engineering, Inc./Online PIus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.12 33 C 0.00 0.12 --------Bottom Chords --------- A -C 0.22 4 C 0.00 0.22 ------------- Webs ------------- C -B 0.01 108 C WindLd TL Defl -0.01" in A -C L/999 LL Defl -0.01" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.19 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Checked for NonConcurrent 200 Trusses Manufactured by: Lbs Moving Point Load applied East Coast Lumber at Panel Points and Mid -panel Analysis Conforms To: on BC FBC2004 Design checked for LL on BC Jt React Uplft Size Req'd per BOCA (section 1606.2.3), Lbs Lbs In-Sx In-Sx IBC/IRC-2003 and FBC 2004 Cont. Brg 0- 0- 0 to 4- 0- 0 (section 1607.1), 20.0 psf. 335 56 Hz = 68 Design checked for 10 psf non - concurrent LL on BC. Robbins Engineering, Inc./Online Plus'"© 1996-2006 Version 19.0,028 Engineering - POrbad 6/8/2006 11:11:03 AM Page 1 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: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 7.0 psf BC Dead Load 3.0 psf Max comp. force 108 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK: 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering .SPF2TY MV2 2 VLMA. SB 20000 6 0 0 ENGLE/SPF2TY/M#3723 Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-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) HO 1-0-0 TC 2-0-0 6 2x4 1-0-0 2x4/ (Ai-C ✓ T C _ / 12 x4 BC 2-0-0 2-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online 'lus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.00 10 C --------Bottom Chords --------- A -C 0.00 0 T ------------- Webs ------------- C -B 0.00 36 C WindLd TL Defl 0.00" in C -C L/999 LL Defl 0.00" in C -C L/999 DL Defl 0.00" at L/999 Shear // Grain in C -B 0.03 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Checked for NonConcurrent 200 Trusses Manufactured by: Lbs Moving Point Load applied East Coast Lumber at Panel Points and Mid -panel Analysis Conforms To: on BC FBC2004 Design checked for LL on BC Jt React Uplft Size Req'd per BOCA (section 1606.2.3), Lbs Lbs In-Sx In-Sx IBC/IRC-2003 and FBC 2004 Cont. Brig 0- 0- 0 to 2- 0- 0 (section 1607.1), 20.0 psf. 254 24 Hz = 25 Design checked for 10 psf non - concurrent LL on BC. Robbins Engineering, Inc./Online Plus" © 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11:11:04 AM Page 1 Scale: 0.859" = 1 Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 36 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering ,SPF2TY V9 1 VL. SB 110209 6 0 0 ENTGLE/SPF2TY/M#3723 2-9-10 TC 5-7-5 5-7-4 4x6 D *2x4 - BC 11-2-9 11-2-9-- - - - ALL PLATES ARE LOCK20 See Joint D For Typical Gable Plate Size and Placement Scale: 0.562" = 1' Robbins Engineerinq, Inc./Online Plus- ---------- Top Chords ---------- A -B 0.20 110 C 0.00 0.20 Online Plus -- Version 19.0.028 B -C 0.20 110 C 0.00 0.20 RUN DATE: 08-JUN-06--------Bottom Chords --------- A -D 0.35 2 C 0.00 0.35 CSI -Size- ----Lumber---- D -C 0.35 2 C 0.00 0.35 TC 0.20 2x 4 SP-#2----------Gable Webs ---------- BC 0.35 2x 4 SP-#2 D -B 0.04 249 C GW 0.04 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 2- 9 BC Cont. 0- 0- 0 11- 2- 9 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing . 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) TL Defl -0.02" in D -C L/999 LL Defl 0.02" in D -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -B 0.19 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. 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 Design checked for LL on BC Lbs Lbs In-Sx In-Sx per BOCA (section 1606.2.3), Cont. Brig 0- 0- 0 to 11- 2- 9 IBC/IRC-2003 and FBC 2004 1012 212 Hz = 106 (section 1607.1), 20.0 psf. Design checked for 10 psf non- Membr CSI P Lbs Axl-CSI-Bnd concurrent LL on BC. Robbins Engineering, Inc./Online Plus- © 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11:11.04 AM Pagel 7 Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 249 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!.!! READ "SCSI-Bi SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING.BLOCK. 4. DESIGNER: JLW __[ Job Mark I Quan Type Span P1-H1 Left OH Right OH Engineering ,SPF2TY V8 2 VL. SE 80000 6 0 0 ENGLE/SPF2TY/M43723 TC. 4-0-0 4-0-0 2-0-0 4x6 u *2x4 _ _ 3 / BC 8-0-0 8-0-0 ALL PLATES ARE LOCK20 See Joint D For Typical Gable Plate Size and Placement Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- OnlinePlus -- Version 19.0.028 A -B 0.11 66 C 0.00 0.11 P.UN DATE: 08-JUN-06 B -C 0.11 66 C 0.00 0.11 --------Bottom Chords--------- CSI -Size- ----Lumber---- A -D 0.21 3 C 0.00 0.21 TC 0.11 2x 4 SP-#2 D -C 0.21 3 C 0.00 0.21 BC 0.21 2x 4 SP-#2 ----------Gable Webs ---------- GDl 0.02 2x 4 SP-#3 D -B 0.02 169 C Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 8- 0- 0 BC Cont. 0- 0- 0 8- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) TL Defl 0.00" in A -D L/999 LL Defl 0.00" in A -D L/999 DL Defl 0.00" at L/999 Shear // Grain in A -D 0.16 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gat, Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 Lbs Moving Point Load applied NOTES: at Panel Points and Mid -panel Trusses Manufactured by: or, BC East Coast Lumber Analysis Conforms To: Jt React Uplft Size Req'd FBC2004 Lbs Lbs In-Sx In-Sx Design checked for LL on BC Cont. Brg 0- 0- 0 to 8- 0- 0 per BOCA (section 1606.2.3), 684 142 Hz = 66 IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Robbris Engineering, Inc./Online Plus'"(D 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11:11:05 AM Page 1 Scale: 0.719" = 1' Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 169 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-Bl SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-Hl Left OH Right OH I Engineering .SPF2TY 114 3 VL.SB 40000 6 0 0 E11.GLE/SPF2TY/M43723 1-0-0 TC 2-0-0 6 4x4 2x4 / \ / \,�r,�,'/ \ 2x4 Bc 4-0-0 4-0-0 - - ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online E'lus- TL Defl 0.00" in A -C L/999 LL Defl 0.00" in A -C L/999 Online Plus -- Version 19.0.028 DL Defl 0.00" at L/999 RUN DATE: 08-JUN-06 Shear // Grain in A -B 0.05 CSI -Size- ----Lumber---- TC 0.02 2x 4 SP-#2 BC 0.02 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont., 0- 0- 0 4- 0- 0 SC 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" Limber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RES 20 Ga, Gross Area Jt Type Plt Size X Y JSI B LOCK 4.Ox 4.0 Ctr-1.0 0.33 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: Plus 6 Wind Load Case(s) FBC2004 Plus 1 UBC LL Load Case(s) Design checked for LL on BC per BOCA (section 1606.2.3), Jt React Uplft Size Req'd IBC/IRC-2003 and FBC 2004 Lbs Lbs In-Sx In-Sx (section 1607.1), 20.0 psf. Cont. Brig 0- 0- 0 to 4- 0- 0 Design checked for 10 psf non- 221 46 Hz = 13 concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Membr CSI P Lbs Axl-CSI-Bnd Truss is designed as a Main ----------Top Chords---------- Wind -Force Resistance System. A -B 0.02 115 C 0.00 0.02 Wind Speed: 120 mph B -C 0.02 115 C 0.00 0.02 Mean Roof Height: 15-0 --------Bottom Chords--------- Exposure Category: B A -C 0.02 1 C 0.00 0.02 Occupancy Factor : 1.00 Robbins Engineering, Inc./Online Plus- © 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11.11:05 AM Page 1 Scale: 0.888" = 1 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 115 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering ,YMTY EJ7 15 ENDJO 70000 6 1- 2- 0 0 ENGLE/SPF2TY/M#3723 HO 4-3 HO 3-10-3 TC 1-2-0 7-0-0 B 3-10-3 8 .5 )3 W:800 W:108 R: 377 R: 243 U: 70 BC 7-0-0 7-0-0 ALL PLATES ARE LOCK20 Robbins I:.ng.ineeri.na, Inc./Online Plus - Hz = 86 Online Plus -- Version 19.0.028 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 08-JUN-06----------Top Chords ---------- A -B 0.55 62 C 0.00 0.55 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.55 2x 4 SP-#2 A -C 0.67 0 T 0.00 0.67 BC 0.67 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) TL Defl -0.17" in A -C L/435 LL Defl -0.08" in A -C L/967 DL Defl 0.00" at L/999 Shear // Grain in A -B 0.28 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 377 70 8- 0 1- 8 Design checked for LL on BC Hz = 126 per BOCA (section 1606.2.3), C 244 0 1- 8 1- 8 IBC/IRC-2003 and FBC 2004 B 215 94 1- 8 1- 8 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus'" 0 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11:11:07 AM Pagel Scale: 0.481" = 1' Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 62 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH En;ineeri�rg ,SPF2TY EJ7A 3 MONO 70000 6 0 0 ENGLE/SPF2TY/M#3723 3-10-3 HO 4-3 TC HO 3-10-3 7-0-0 B C 8 L5 33 W:800 W:108 R: 281 R: 243 U: 38 BC. 7-0-0 7-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 86 Online Plus -- Version 19.0.028 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 08-JUN-06----------Top Chords ---------- A -B 0.55 62 C 0.00 0.55 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.55 2x 4 SP-42 A -C 0.67 0 T 0.00 0.67 BC 0.67 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) TL Defl -0.17" in A -C L/435 LL Defl -0.08" in A -C L/967 DL Defl 0.00" at L/999 Shear // Grain in A -B 0.28 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Gat, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd Design checked for LL on BC Lbs Lbs In-Sx In-Sx per BOCA (section 1606.2.3), A 281 38 8- 0 1- 8 IBC/IRC-2003 and FBC 2004 Hz = 126 (section 1607.1), 20.0 psf. C 244 0 1- 8 1- 8 Design checked for 10 psf non- B 215 94 1- 8 1- 8 concurrent LL on BC. Robbins Engineering, Inc./Online Plus- 0 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11:11:08 AM Page 1 Scale: 0.481" = 1' Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 62 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.##EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING ., INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering ,SPF2TY E,J5 4 ENDJO 50000 6 1- 2- 0 0 ENGLE/SPF2TY/M##3723 2-10-3 HO 4-3 HO 2-10-3 TC 1-2-0 5-0-0 a i3 i6 W:800 W:108 R: 300 R: 230 U: 59 BC 5-0-0 5-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus," Hz = 61 Online Plus -- Version 19.0.028 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 08-JUN-06------- -Top Chords ---------- A -B 0.27 44 C 0.00 0.27 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.27 2x 4 SP-#2 A -C 0.43 0 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) TL Defl -0.04" in A -C L/999 LL Defl -0.02" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -B 0.19 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 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 300 59 8- 0 1- 8 Design checked for LL on BC Hz = 90 per BOCA (section 1606.2.3), C 231 0 1- 8 1- 8 IBC/IRC-2003 and FBC 2004 B 153 67 1- 8 1- 8 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus- © 1996-2006 Version 19.0.028 Engineering - Portrait 618/2006 11.11:08 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: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 44 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH jEngineering ,SPF2TY CJS 8 ENDJO 50000 6 1- 2- 0 0 ENGLE/SPF2TY/M##3723 HO 4-3 HO 2-10-3 TC 1-2-0 5-0-0 2-10-3 8 i3 ;6 W:800 W:108 R: 300 R: 230 U: 59 Bc 5-0-0 5-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus" Hz = 61 Online Plus -- Version 19.0.028 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 08-JUN-06----------Top Chords ---------- A -B 0.27 44 C 0.00 0.27 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.27 2x 4 SP-#2 A -C 0.43 0 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 Cases) TL Defl -0.04" in A -C L/999 LL Defl -0.02" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -B 0.19 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. 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 59 8- 0 1- 8 Design checked for LL on BC Hz = 90 per BOCA (section 1606.2.3), C 231 0 1- 8 1- 8 IBC/IRC-2003 and FBC 2004 B 153 67 1- 8 1- 8 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus- © 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11:11:09 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: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 44 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 5PF2TY CJ3 10 ENDJO 30000 6 1- 2- 0 0 ENGLE/SPF2TY/M#3723 HO 4-3 HO 1-10-3 TC 1-2-0 3-0-0 6 1-10-3 / 2x4 i \ / W:108 R: 91 U: 40 �✓I W:800 W:108 R: 262 R: 218 U: 48 BC 3-0-0 3-0-0 ALL PLATES ARE LOCK20 Scale: 0.643" = 1' Robbins Engineering, Inc./Online Plus- Hz = 36 Online Plus -- Version 19.0.028 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 08-JUN-06----------Top Chords ---------- A -B 0.10 26 C 0.00 0.10 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.10 2x 4 SP-#2 A -C 0.22 0 T 0.00 0.22 BC 0.22 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 0- 0 BC Cont. 0- 0- 0 3- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) TL Defl -0.01" in A -C L/999 LL Defl 0.00" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.17 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gal, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 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 48 8- 0 1- 8 Design checked for LL on BC Hz = 53 per BOCA (section 1606.2.3), C 218 0 1- 8 1- 8 IBC/IRC-2003 and FBC 2004 B 92 40 1- 8 1- 8 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus"" © 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11:11:09 AM Page 1 Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 26 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering PF2TY cil 10 ENDJO 10000 6 1- 2- 0 0 ENGLE/SPF2TY/M#3723 10-3 HO 4-3 SO 10-3 TC 1-2-0 1-0-0 6 c W:108 R: 205 ,U: 1 W:800 W:108 R: 235 R: 48 U: 18 U: 10 BC 1-0-0 1-0-0 ALL PLATES ARE LOCK20 Robbins l'ngineel:ing, Inc./Online Plus' Hz = 11 Online Plus -- Version 19.0.028 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 08-JUN-06----------Top Chords ---------- A -B 0.03 18 T 0.00 0.03 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.03 2x 4 SP-#2 A -C 0.04 10 T 0.00 0.04 BC 0.04 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 0- 0 BC Cont. 0- 0- 0 1- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) TL Defl 0.00" in A -C L/999 LL Defl 0.00" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.06 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gat, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 235 19 3- 8 1- 8 Design checked for LL on BC Hz = 16 per BOCA (section 1606.2.3), B 48 10 1- 8 1- 8 IBC/IRC-2003 and FBC 2004 C 205 2 1- 8 1- 8 (section 1607.1), 20.0 psf. Robbins Engineering. Inc./Online PIusTM © 1996-2006 Version 19.0.028 Engineering - Portrait 6/8/2006 11:11:10 AM Page i 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: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 6 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering � PF2TY HJ% 4 MONO 91013 4.243 1-10-10 0 ENGLE/SPF2TY/M#3723 3-9-14 HO 3-14 TC 1-10-10 HO 3-9-14 9-10-13 2x4 B 8 38 39 C 3x3 W:1105 W:108 R: 519 R: 397 U: 86 U: 36 BC. 9-10-13 9-10-13ALL PLATES ARE LOCK20 Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-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' 9.91 TC V -40 -30 0.0' 45 34 9.9' BC V 0 -10 0.01 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 520 87 11- 5 1- 8 Hz = -51 C 398 37 1- 8 1- 8 B 288 100 1- 8 1- 8 Hz = 151 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -D 0.54 714 C 0.00 0.54 D -B 0.54 89 T 0.00 0.54 --------Bottom Chords --------- A -C 0.92 721 T 0.13 0.79 ------------- Webs ------------- D -C 0.29 770 C C -B 0.04 0 T WindLd TL Defl -0.36" in A -C L/292 LL Defl -0.24" in A -C L/443 DL Defl 0.00" at L/999 Shear // Grain in D -B 0.34 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder King Jack Scale: 0.468" = 1' Loading TC and BC Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed. Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 770 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus'" © 1996-2006 Version 19-0.028 Engineering - Portrail 6/8/2006 11:11:11 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH E�rgi/teeri�rg _ PF2TY HJS 1 MONO 70014 4.243 1-10-10 0 ENGLE/SPF2TY/M#3723 HO 3-14 HO 2-9-14 TC 1-10-10 - 7-0-14 2x4 B 4.243 � I 2-9-14 W 108 R: 235 j/ U: 72 2A C 2.4 14:1105 W:108 R: 374 R: 248 U: 69 BC - 7-0-14 7-0-14 ALL PLATES ARE LOCK20 Scale: 0.577" = 1' Online Plus -- Version 19.0.028 RUN DATE: 08-JUN-06 CSI -Size- ----Lumber---- TC 0.57 2x 4 SP-#2 BC 0.73 2x 4 SP-#2 WB 0.01 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0-14 BC Cont. 0- 0- 0 7- 0-14 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.2.5 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 7.1' BC V 0 10 0.0' 7.1' TC V -40 -30 0.0' 17 12 7.1' BC V 0 -10 0.0' 0 4 7.1' Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online P1us- Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 374 69 11- 5 1- 8 Hz = -34 C 249 0 1- 8 1- 8 B 235 73 1- 8 1- 8 Hz = 85 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.57 43 T 0.00 0.57 --------Bottom Chords --------- A -C 0.73 33 T 0.00 0.73 ------------- Webs ------------- C -B 0.01 0 T WindLd TL Defl -0.13" in A -C L/553 LL Defl -0.05" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.30 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by East Coast Lumber Analysis Conforms To: FBC2004 Girder King Jack Loading TC and BC Setback 5- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 21 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 5285 ST_ LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Enotncenna. Inc./Online Plus'" U 1996-2006 Version 19.0.028 Engineering -Portrait 6/8/2006 11.11:11 AM Pagel