The URL can be used to link to this page

433 Kays Landing Dr 06-3083 SFRPERMIT Al CONTRAC' ADDRESS PHONE NUMBER PROPERTY ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR z49- *k500 MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVIS PERMIT # PERMIT E PERMIT VALUATION O SQUARE FOOTAGE MA J Y.4[HfH0514ULIL4 City of Sanford Certificate of Occupancy This is to certify that the building located at 433 Kays Landing Dr for which permit number 06-3083 has heretofore been issued on August 25, 2006 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family Residence subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Building: T Gibson 12/29/06 Engineering & Planning: D Richards 12/04/07 Public Works: M Watson 12/29/06 Utilities: R Blake 01/03/07 Fire Department: Engle Homes Property Owner Conditions (if blank, no conditions apply) Yv1 01 /08/07 Building Official e Date BP210U01 CITY OF SANFORD 1/08/07 Application Miscellaneous Information Maintenance 15:38:43 Application number . . . . 06 00003083 Parcel Number . . . . . . 26.19.30.5-0000-1160 Address . . . . . . . . . 433 KAYS LANDING Type information, press Enter. 2=Change 4=Delete S=Display Opt Code Date Print Miscellaneous Information HISB 8/25/06 Y 1 STORY 3 BATH, _ HISB 8/25/06 Y NOC ON FILE, EXP 07/12/07 HISB 12/28/06 Y CO SIGN OFF: _ HISB 12/28/06 Y P&Z:DR 01.04.07 HISB 12/28/06 Y PW: MW 12.29.06 HISB 12/28/06 Y Util: RB 12.03.07 HISB 1/08/07 Y final f/s on file Bottom F3=Exit F6=Add F12=Cancel Permit # : �' I Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION /l .O �n /_ /trt- 1/41i/A Permit Type: Building Electrical 1� 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 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 '✓ Commercial Industrial Total Square Footage: if I WPAI - 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, .Ines e�� 9"�c��cTc/roc%, Phone: yLe t%E/i .S'Yl<r f ,off/ l7 / Contractor Name &Address: �+ �t e�� s� �� r�C/`j� �io/�tiri �a G�i7i1//l—ln �/�!r % /State License Number: Phone& Fax: y/'i:?B�-DB��S�L?�?1'% 53� Contact Person: �/Ie5ly �ie[ z Phone: Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK. PLUMBING. SIGNS. WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OXVNER'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. N TI E: In addition to the requirements of this permit, there may be additional restrictions applicable to this pmpeny that may be found in the public records of this county, and there may be additional permits required from other govemmental entities such as water management districts, state agencies• or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law. F 713. Signature of Owner/Agent Date Si Lure o omractur, gent Date r'.��k Print Owner/Agcni-s Name Print Cont 7 toriAgcnt's Name Signature of Notary -State of Florida Date Signatuotary-State of Florida Date .-•' Bonny G Logan OwncriAgent is_ Personally Known to Me or tr actgent is _Personally Knowgp 5*r _ Prxluccd ID _ ID ' My Commission OD201551 ry wd° Expires May 17 2007 APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: (Initial & Date) Utilities: (Initial & Date) FD: (Initial & Date) U.S. DEPAIkTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Exoires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A -PROPERTY INFORMATION ;For�InsComp n urance�y Use Al. Building Owner's Name ENGLE HOMES PollcyNumtier .� A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC:Numtier 433 KAYS L.aNDIO& ORIVE City SANFORD State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 1Ib , 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. AT Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or 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 8 Community Number B2. County Name B3. State CITY OF SANFORD 120294 SEMINOLE FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117CO040 E 04-17-1995 04-17-1995 A aAd X N/A 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item 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. co ['feet ❑ meters (Puerto Rico only) N14 . ❑ feet ❑ meters (Puerto Rico only) N ❑ feet ❑ meters (Puerto Rico only) 35.11 [Meet ❑ meters (Puerto Rico only) MIA . ❑ feet ❑ meters (Puerto Rico only) N A. ❑ feet ❑ meters (Puerto Rico only) 8 ❑ 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. l certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by nine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name RONALD W. HERR, P.L.S. License Number LS4907 Title Manager of Survey -Central Florida Region Company Name IBI Group, Inc. PLACE SIj.AL � #�R F 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. fFor Insurance-CotnpanyUse4' Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. fPollcyNumber '' 'ti 433 Wa�iS LAtJD1►JC� DR�JE ,�`,-� „� .; City Sanford State FL ZIP Code 32771 Gor�tpanyf NAICNumber 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 ❑ 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. Ell. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (Including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG: E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.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 ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Qfficlal's"Name Title Corrimunfty Name Telephone Signature Date Comments ❑ Check here If attachments FEMA Form 81-31, February 2006 Replaces all previous editions O (P - '3 c) 3 November 7, 2005 City of Sanford Building Division PO Box 1788 Sanford, FL 32772-1788 To Whom It May Concern: Re: Lot 116 — 433 Kays Landing, Sanford, FL 32771 The finished floor elevation of the structure located at 433 Kays Landing, Sanford, FL 32771, Lot 116, 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 IBI Group David M. Bruno, P.S.M. Manager of Survey — Central Florida Region DMB / sd 2603 Maitland Center Parkway, Suite C, Maitland, Florida 32751 USA (407) 660-2120 FAX (407) 660-9070 CCL/1131 Consultants. Inc. is a Division of 1131 Group A/„ -_an 9 a 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 �� A 01N5/0N Or 1H£ I& GROUP I WWW.CCL-poMpANO.COM WWW.CCL-ORLANDO.COM A DIVISION Or THE IN GROUP ENGLERAY' S LANDING PHASE 2 NAAONAL FLOOD INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE COMMUNITY NUMBER 120294 NORTHEAST 114 OF SECTION J4, TOWNSHIP 19 PANEL NUMBER 12117CO040E SOUTH. RANGE JO EAST, S£M/NOLE COUNTY FLORID MAP REWSION 0511711995 BEING S 00'14.40' E. AN ASSUMED MERIDIAN. FLOOD ZONE A & X ELEVA17ONS DERIVED BY SITE BENCH MARKS SUPPLIED BY THE PLATTING SURVEYOR. L 6 6 6 N D L- ARCIDISTANCE e= CENTRAL ANGLE L. A/C AIR CONDITIONER SLAB N C.E. CENTERLINE 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. s WATER METER El W.V. WATER VALVE P oa L..B.8. ` 5610 Lt J.4....44 G ' O La 3610 EL. J4.2Y �� `9 L/ctNStU 1:11.15INL55 I = SET NAIL AND DISC L.B. 5610 POINT OF CURVATURE _ POINT OF COMPOUND CURVATURI - POINT OF REVERSEICURVATURE V. CABLE TV LICHT POLE C. ELECTRIC SERVICE POINT OF TANGENCY SD = EXISTING ELEVATION 5610 y N B 5610 P.T. .p• 34�60 R 125.00 ti 35.4 �\ L=73.04 \ ` 6=33'28'38' 2 \ m Cl: a=19'30'07" R=125.00' L=42.55' / /1 r 11 11 -, L. t/ / 1 1 / ..e SCALE: L' = 30' LOCATION SKETCH (NOT TO SCALE) q S \ S2Sf6,, \\ p 35.4 9 = \ 46 <ed \ 35.6 b ONE STORY R£S10ENC£ \ F.F. EL43J6.60' v\ GAR. £L. 35.92•bt \ 2 m. \ eaoe`e � \ \ a'1 ace ° d `\ \ \\m. \ \ 32.6 35.4 20' B.S. - / Dcc \---------- --- I 322 \ 10• LANDSCAPE EASEMENT 31 9 6• Choin Link Fence I- - - - - - - N LEGAL DESCRIPTION: Lot 116, Kay's Landing, Phase 2, according to the P/al thereof, as recorded in Plat Book 69, at Page 4-T-44, of the Public Records, Seminole County, Florida. NOTES 1119 I. 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 OTHERMSE NOTED. DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY PURPOSES ONLY AND IS NOT VALID. ADDIAONS OR DELETIONS CCL CONSULTANTS. INC FOR EASEMENTS AND OR RIGHTS - TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING OF -WAY OF RECORD. PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN 5. COCAlIONS' ARE LIMITED TO VISIBLE IMPROVEMENTS ONLY, CONSENT OF THE SIGNING PARTY OR PARTIES. IP. LAJ 2. ITES ARE TO THE ABOVE GROUND FOUNDATION OF BUILDING. 6. THIS SURVEY OQE' NLT REFLECT OR DETERMINE OWNERSH 7. THIS SO4VEY EXCEEDS ME MI/7MUM CLOSURE ACCURACY z C; FOR A SUBURBAN SURVEY AS REOU/RED IN 61G17-6.00J n• Z REVISIONS: DATE: BY: QF.FIGRIDA-MINIMUM T£CHNICpL STANDARDS PLOT PLAN 6/7/06 JAM FOUNDATION 9/13/06 JAM FINAL 12/22/06 JAM RONAM W. -HERR P.L.S. PROFESSIONAL SURVEYU and MAPPER #4907 STATE OF FLORIDA DATE OF SIURVEY. DRAWN CHECKED F704 58 12/20/06 BY IAM 'BY OSB CITY OF SANFORD PERMIT APPLICATION Permit # : 06- DO'3 Date:'/�' Job Address: -3 e6a ,Id Description of Work: c IOJCd ciych,9,7 ,h4 C Total/Square Footage Historic District: 'Zoning: Value of Work: $ :h i6l OD Permit Type: Building Electrical Mechanical L-Plumbing Fire Sprinkler/Alarm Pool ElectricaF New Service —# of AMPS Mechanical: Residential V Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Wate Insets Occupancy Type: Residential Commercial Construction Type: # of stories: Owners Name & Address: _ Contractor Name & Address: /ag C'a �nr� c Phone & Fax: % 3%- b Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: _ Addition/Alteration Change of Service Temporary Pole _ — Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial _ _ Industrial # of Dwelling Units: Flood 'Zone: (FEMA form required) Phone: State L' seNumber: O Contact Person: Phone: 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in c pliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENC ENT AY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONS LT WIT 1 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. % NOTICE: In addition to the requirement.- of this permit, there may be additional restric ions applicable to th--�property at may be'foun n the public records of this county, and there may be additional permits required from other governmental a --ties such as cow ter agem distri Mate a ncies, or federal agencies. i Acceptance of permit is verification that I will notify the owner of the propernZof Florid ien w, FS713. Signature of Owner/Agent Date of Contractor/Agent Date ROBERT G DELLO �tUSSO Print Owner/Agent's Name Pri ntrac or/Agent Name I Signature of Notary -State of Florida Date ignature of Notary- to a of Florida D Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: UTIL: FD: Special Conditions: Rev 03/2006 Contractor/Agent isersonally Known to Me or Produced ID ENG: BLDG: ............ MIRINDA C. TURNER MY COMMISSION 0 DD 212893 EXPIRES: June 114 200r7rtt� '•,',? 4', iy Bonded Thru Notary Puu CITY OF SANFORD PERMIT APPLICATION Permit # : O\ 3 Da 3 Date: �! Job Address: q 3 3 "t Description of Work: Historic District: Zoning: Value of Work: S d�yw r,Peo,OJ Permit Type: Building Electrical Mechanical Plumbing Y Fire Sprinkler/Alamo Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole —_ _„_ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets __ Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: _,.e ) Z Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Contractor N Phone & Fax: (Attach Proof of Ownership & Legal Description) Phone: P 0 809 1117 State License Number: SANFORQ, FLORIDA:32772 111 (407) 323-75*15 Contact Person: Bonding Company: Address: Ot, Mortgage Lender: Address: Architect/Engineer: ' Address: — �ADVANTAGE PLUMBING, ING P 0 BI;k1L1117 %ANFORD o FLORIDA 527772 1117 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 construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT M 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 requitLRnen onda Lien w, FS 3�71 Yt 0 6 Signature of Owner/Agent Date Signatu % or/Agen Date �—> J Mt�� Print Owner/Agent's Name P ' t Connactor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date MARTHA Y. HALL Notary Public, State of Florida Owner/Agent is _ Personally Known to Me or Contractor/Agent is personal[yKMyvrCgfMpreXp. Feb. 1, 2008 _ Produced ID _ Produced ID Gefw. No. DD 258139 APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: (Initial & Date) Utilities: FD: (Initial & Date) (initial & Date) Permit # : ob —3 Job Address: ql Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Date: 9/% 41 DtD Value of Work: 21609180 28488 ENGLE HOMES 116 KAYS LANDING 433 KAYS LANDING DR CARACAS 06-3083 Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS ; M Addition/Alteration Change of Service Temporary Pole 1 U �7— 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 `X_ N Commercial Industrial Total Square Footage: 059 75 Construction Type: __J_ # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: 1 i Phone: (Contractor Name & Address: •7 / � M s1 State License Number: Phone & Fax: 4U —,C,4 e-' � ^/ CQ X I--� d 3 Contact Person: 1nsPhone: -!�a YY3J2__ 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Flo ' a 'en Law, FS 713. P L4 Signature of Owner/Agent Date tuurhre o Contracttor(/Age Date j �� ,, •! Print Owner/Agent's Name rat ontractor/Agent's Name Signature of Notary -State of Florida Date.. Signature of Notary -State o orr .o NptarD,alAltC State of Florida Pime'a S 7emus • . b:y L ;,mmission DD437139 w w n°� Expne� JS10712009 nt :Owner/Ageis • 'Personally Known to Me or ' Contractor/Agent is �;,P.e Produced ID - _ Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: (Initial & Date) Utilities: 120 (Initial & Date) (Initial & Date) �3o g3 Permit # Job Address: Description of Work: Err*r i-_ f_nnr•rI Historic District: NO Zoning: CITY OF SANFORD PERMIT APPLICATION Date: RECEIVED F� Total Square Footage Value of Work: S / / g I ash Oz� Permit Type: Building X Electrical X Mechanical X Plumbing _X Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/AIteration Change of Service Temporary Pole Mechanical: Residential _X Non -Residential Plumbing/ New Commercial: # of Fixtures _ Plumbing/New Residential: # of Water Closets Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Occupancy Type: Residential X Commercial Industrial Construction Type: 5Fi2—# of Stories: / # of Dwelling Units: Flood Zone: (FEMA form required ) Owners Name&Address: ToUsa Homes dba Enc;le Homes 11315 Corporate Blvd. , #250. Orlando 3281 7 Phone: (41717) 24q-35nn Contractor Name&Address: William Colby Franks 11301 Corporate Blvd., #303, Orlando State License Number: CGC1507971 Phone& Fax: 407-249-3500/407-313--C4orItrx�t2P�rs 7 Valerie/Ke Phone:407-249-3UO Bonding Company: N/A Address: Mortgage Lender: N/A Address: Archltect/Bngineer: Residential Design Services Phone: 407-246-1 OR0 Address: 3301Bartlett Blvd. , Orlando 32811 Fa:: 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requi erne ;sfi a Lien aw, FS 713. ? /o( Signature of Owner/Agent Date aturc Contractor/Agent Date Print Owner/Agent's Name of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced ID APPROVALS: ZONING: Y 11 . 0 fi"IL: Special Conditions: Rev 03/2006 FD: Wiliam Colbv Franks Print Contractor/Agent's Name Signature of Notary -State of Florida„ �•, %Iaria L Porter rg•. MYCOMMISSIONS DD205915 EXPIRES y ;eg May 25, 2007 BONDED THRU TROY FAIN INSURANCE INC Contractor/Agent is _X_ Personally Known to Me or Produced ID ENG: BLDG: (e? i uv W -I034,05 COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 106-75114 BUILDING PERMIT NUMBER: (CITY) UNIT ADDRESS: /J 3t , -, Id TRAFFIC ZONE: JU ISDICTION: C SEC: a�j_ TWP: RNG: _ SUBDIVISION: t f , fir. • c^ PLAT BOOK: VLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NAt-,L . ADDRESS: LAND USE CATEGORY: 001 - Single TYPE USE: Residential WORK DESCRIPTION: Single Family DATE: f 11.2l0(, COUNTY NUMBER: r L-1 ? CITY OF SANFORD PARCEL: TRACT: `/j- e-/`BLOCK : LOT: Family Detached House House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # d TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS -ARTERIALS CO -WIDE 0 dwl unit $ 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH 0 dwl unit $ 000.00 1 $ 000.00 LIBRARY CO -WIDE 0 dwl unit S 54.00 1 $ 54.00 'Sf . VLS CO -WIDE 0 dwl unit $1,384.00 1 $ 1,384.06 AMOUNT DUE S 2,143.00 W t � � (- SIGNATURE: � . �- f n ��^ ��•U 41 L DECEIVED BY (PLEASE PRINT NAME) ) DATA: 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-APPLICAN'T 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: 110I EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. i 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***:***************** POWER OF ATTORNEY Date: '% % / / / ,D(, I hereby name and appoint Valerie Furrer / KeKalani Vazquez of Engle Homes Orlando to be my lawful attorney in fact to act for me and apply. to the Orange County Building Department for a Residential Building permit for work to be performed at a location described as: Section 34 , Township 19 , Range 30, Lot 116, Block Subdivision : Kay's Landing Phase 2 Address of Job: 433 Kays Landing Drive, Sanford 32771 Owner of Property and Address: Engle Homes Orlando 11301 Corporate Blvd. #303 Orlando, FL 32817 And to sign my name and do all things necessary to this appointment. William Colby Franks Tvoe or Print name of Certified Contractor Si nature of Certified Contractor State of Florida County of Orange The foregoing instrument was acknowledged this �%h= day of , 2 �O4 , by William Colby Franks, who personally appeared beforePeand acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Personally Known Produced Identification Type f Identification ignature o ary Public, State of Florida Kimberly Kaminer Print or Type Name of Notary Public (Seal) ropRY aGe` Kimberly Ka miner * Commission # OD425691 or Expires Ma 009 A.nb.gY 4 2 M'' I�1 �P30S7018 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 ,d- 142 .•�t-2 J 112. DAVID JOHNSDN. CFA, ASA 13S 'P p 135 t,1d. 11_i 'y ♦? PROPERTY ,,11; , � ,,; , I APPRAISER T."_'T� T Ir 7 t" lip. :i SLw71NOLE COUNTY FL 1� _ 1 101 E. FIRST ST SANFORD,FL3277t-1468 - 407 - 665 - 7506 E' ,0 t 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 34-19-30-520-0000-1160 Number of Buildings: 0 Owner: TOUSA HOMES INC Depreciated Bldg Value: $0 Mailing Address: 11315 CORPORATE BLVD STE 250 Depreciated EXFT Value: $0 City, State,ZipCode: ORLANDO FL 32817 Land Value (Market): $62,000 Property Address: 433 KAYS LANDING DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: KAYS LANDING PHASE 2 Just/Market Value: $62,000 Tax District: Si-SANFORD Assessed Value (SOH): $62,000 Exemptions: Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $62,000 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: SPECIAL 06/2006 06285 0929 $1,096,000 Vacant No 2005 Taxable Value: WARRANTY DEED DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LEGAL DESCRIPTION LAND Land Assess FrontageLand Unit Land Depth PLATS: Pick... Method Units Price Value LOT 116 KAYS LANDING PHASE 2 PB 69 LOT 0 0 1.000 62,000.00 $62,000 PGS 44 - 44 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "" If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=34193052000001160... 7/10/2006 LOT #Ilia• v PN�+sE 2 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program A2. Building Street Addi Awn v A.rl Apt., Unit, ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. SECTION A -PROPERTY INFORMATION Bldg. No.) or P.O. Route and Box No. OMB.. No. 1660-0008 Expires February 28. 2009 City State f- L ZIP Code SQNFoRD Stt A3 Property.I.Description, etc.) Descrrption (Lot and Bl32 ock Numbers, Tax Parcel Number, Legal A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) _ RES I t7 E it-4 T 1 8L ----.-A5.--Latttude/Longftude:.L-at. Long. Horizontal Datum: ❑'NAD-1927-_ ❑ NAD 1983 A6. Attach.at least 2 photographs of the building it the Certificate is being used to obtain Flood Insurance. AT Building Diagram Number—L A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide - a) Square footage of crawl space or enclosures) 0 sq ft a) Square footage of attached garage 350+ sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attache •garage enclosure(s) walls within 1.0 foot above adjacent grade _ 0 walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b _� sq in c) Total net area of flood openings In A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION - - --ommunity Name & Community Number B2. County Name OF SANIF0RD 1202.-)¢ I SEAAIN10L_F F-L tta. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) Loo4o E 04 I3 ��!) 0A/1� 1-DD5 Q N A B10. indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ❑ Community De . ined Other (Describe) $Y P I- ATTI N 2[ Y p B11. Indicate elevation datum used for BFE in Item 139: NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) A S urn 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 g1lUILDING 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, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized .L_0"1,_ Vertical Datum IIA CiV i > l OJZ. P%S SJAA F Conversion/Comments NONE Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 3(;. 2 feet ❑ meters (Puerto Rico only) b) Top of the next higher floor N _❑ feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) A ._❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) N„6�, ,_❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building N/A ,_❑ feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) _3_.1--feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) NSA._❑ 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. 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. 1 /� ADP Certifier's Name R, SE DINV I D M 32U Q () License NumberTitle PS M 5��k AND Company Name &AIRsjR..i��c T-al gRo'JP /C. L rho - AddressCity State ZIP Code2(003 L G v,/�( AAAr 32}S L 10 OB Signatur Date Telephon �O G60 - ZI ZO 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. Iw�iin`ifnv'U:9s1<'I and/or Bldg. No.) or P.O. Route and Box No. City State ZIP Code gin y _ XtcftHi �s�s h ;�p4fi; 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 -TFn& G 2 . e - : H,E A-r PUnn P S L-AS F L-r VATj o ^1 Signature Date - - O - -/tQ /O - " - -E] Check here -If attachments SEC110WX,81ftt13-G ELEVATION INFORMATION (SURVEY NOT REQUIRED) F611 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 Et-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 Hbelow the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided In SecW Items 8 and/or 9 (see pane 8 of Instructions), the next higher floor (elevation C2.b In the diagrams) of the building Is _ ❑ feet u 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 ftem(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -Issued BFE) or Zone AO. G3. ❑ The following Information (Items G4: G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued --[66. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been Issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions I n�lua�nmat6111��fii�li9�iilif?�u�1�N41tE�li€ilEi Permit Number Parcel Identification Number Prepared by: Valerie Furrer / Kekalani Vazquez Return to: Engle Homes Orlando 11315 Corporate Blvd ste 250 Orlando,Fl 32817 NOTICE OF COMMENCEMENT State of FLORIDA County of SEMINOLE P3ti ffflN*' t_tMl- SENINi ILL t It i11 W (*3:!4 Pil OS24; Qpq) CLEFiWD S # 2-00611 112.304 RE-G'0t1UED 07IM/cKDE 04:0 :;�S- 112% REGtlIJ)INt, Ft.1_t; ice.el;� REOi!tt)II:U BY t; lmlydea CUTMr-17l COU Iry cl-PR:" OF : I! COURT SEMINOLE C 'I LORIDA BY n The undersigned hereby gives notice that Improvement(s) will be made to certain real pros& aldpn accordance with Chapter 713, Florida Statutes, the following Information Is provided in this Notice of Commencement. 2 3 4. 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 3 116 - 433 Kays Landing Drive in Seminole County General description of Improvement(s) Single Family Residence Owner Information Name Engle Homes/Orlando Inc. Telephone Number 407-281-4480 Address 11315 Corporate Blvd. #250 Fax Number 407-281-7766 Orlando, FI 32817 Interest in Property: Fee Simple Fee Simple Title Holder (If other than owner shown above,) Name Telephone Number Address Fax Number Contractor Engle Homes/Orrando Inc. Name 11315 Corporate Blvd #250 Address Orlando,Fl 32817 Surety (if any) Name Address 7. Lender (if any) Telephone Number 407-281-4480 Fax Number 407-281-7766 Telephone Number Fax Number Amount of bond $ N/A Name N/A Telephone Number Address Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Engle Homes/Olrando Inc. Telephone Number 407-281-4480 Address 11315 Corporate Blvd #250 Fax Number 407-281-7766 Orlando, FI 32817 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date Is specified): Date Signed Sig ature of Owner Note: per §713.13(1)(g), "owner must sign ...and no one else may be permitted to sign In his or her stead." Sworn to and subscribed before me this l/��day of?7` , 20 Ob by William Colby Franks who Is X personally known to me OR produced as Identification. Signature of Notary (notarial seal to appear below) Form Rovioed: 12/00 for 19_ to 20_ :^y-; Valerie L Furrer MYCOMMISSION` DD205715 EXPIRES a;• lJ1uy 25, 2007 •';f of F7•` IONDW!mRU?ROY FAIN INSURANCE.!NC CCL CCL/IBI CONSULTANTS, INC. CCL AUTHORIZATION #LB5610 ENGINEERS SURVEYORS PLANNERS IBI 2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL 33064 (954) 974-2200 �� POMPANO BEACH ORLANDO TAMPA JUPITER A LV V,s/aN Of THE IB1 CROUP WWW. CCL -POMPANO. COM WWW. CCL-ORLANDO. COM A 0161MOH Or rHE IN CROW ENGLEKAY' S LANDING PHASE 2 n NA77ONAL FLOOO INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE COMMUNITY NUMBER 120294 NORTHEAST 114 OF SECTION J4, TOWNSHIP 19 PANEL NUMBER 12117CO040C SOUTH, RANCE JO EAST, SEMINOLE COUNTY, FLORIDA, MAP REW90N 0511711995 BEING S 00'14'40• E, AN ASSUMED MERIDIAN. FLOOD ZONE A & X - LBC EN D R- RADIUS O INDICATES 5/8- IRON ROD SET WITH NUMBER ` L- ARC DISTANCE L.B. 5610 CARP (IRQ UNLESS OTHERWISE NOTED 6 • CENTRAL ANGLE L.B. • LICENSED BUSINESS - A/C - AIR CONDITIONER SLAB N&D = SET NAIL AND DISC L.B. 5610 Y xC CENTERLINE PC = POINT OF CURVATURE " U.E. - DRAINAGE EASEMENT PCC = POINT OF COMPOUND CURVATURE L.M.E. • LAKE MAINTENANCE EASEMENT PI = POINT OF INTERSECTION U.E. • UTILITY EASEMENT PRC = POINT OF REVERSE CURVATURE _ _ F.F. FINISH FLOOR CATV. . CABLE TV FHYD• FIRE HYDRANT L.P. • LIGHT POLE W.M. WATER METER ELEC. ELECTRIC SERVICE LOCATION SKETCH W.V. WATER VALVE PT = POINT OF TANGENCY PROPOSED ELEVATION (NOT TO SCALE) SCALE: 1' a 30' :4� 34.3 �� E,• P TO i4 �s 34.2 L=73.04 n=33'28'38' \ Oq \ J, R=125.00' \� `� 1s; CAR4CAS• %y ELEVATION ?' �' \ L=42.55' \ 50.00' r 70.00• \ ?j J/59tsq.It. \ C9 .r\ s F.F. ELEV. . 36.15' 6 � \ 2.83-1 36.4 AREA TABULA nON : �� 04el4) \ LOT • tSO.Fr. \ /1 T \ \ 31.9 J,, \ \ i / N 35.7 1 20' B. S. \--———— — — — — -- `Dc6 - 32.1 1 E ^•1� 1 \ !0' L.E. 1 NOTE: N 89'47'18" W 63.72 S LEGAL DESCRIPTION. BUILDING WILL BE STAKED AS SHOWN Lot 116, Kay's Londing, Phase 2, according to the Plot thereof, as recorded in Plot Book 59, at Page 43-44, of the Public Records, Seminole County, Florida. Q0 NOTES: (SKETCH AND LEGAL ONLY, NOT A SURVEY) Q0 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED 2. LANDS SHOWN H•«Ae OAI W:-Ri NOT A&STRACTED �- SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS BY CCL CONSU! tANTS INC. FOR EASFMCNTS AND DRAWING. SKETCH, PLAT OR MAP Is FOR INFORMATIONAL RIGHTS-OF-;vaY (*_ RZCOPD• PURPOSES ONLY AND IS NOT VALID. AD0/77ONS OR DF.LE77ONS J. DATA SHOWiJ le-.RF.ON WAS COU,"XCO PROM OTHER ~ TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING V INSTRUMEN'S ANC DUES NOT t'ONSTITUTE A FIELD SURVEY w PARTY OR PARnES IS PROHIBITED WITHOUT WRITTEN AS SUCH. O CONSENT OF THE SIGNING PARTY OR PARnES. cr a i REVISIONS: DATE: BY: i \ PLOT PLAN 6/7/06 JAM �� J PROF)2SSIONAL SURVEYO�n�_MAfrFER /5670 STATE OF FLORIDA DAT OF SKETCH. DRAWN CHECKED I FIELD /7/06 BY JAM BY DMB BOOK NIA 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: Caracas25670pt5l34lloStudy IBuilder: ENGLE HOMES Address: 3 }�a c,�-� '1-t-�` '� Permitting Office: S.Ar i�1C j City, State: Permit Number: e,(r Owner: �l��l rne� Jurisdiction Number: t`r. r1 I.)(, Climate Zone: entr I l . New construction or existing New _ 2. Single fanrily 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 (W) 2567 fV _ 7. Glass typel and area: (Label regd. by 13-104.4.5 if not default) a. U-factor. Description Area (or Single or Double DEFAULT) 7�Sngle Default) 329.0 ft' _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 329.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 248.0(p) ft _ b. N/A _ c. N/A _ 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1740.0 ft _ b. Frame, Wood, Adjacent R=11.0, 396.0 ft' _ c. N/A _ d. N/A _ e. N/A _ 10. Ceiling types _ a. Under Attic R=30.0, 2640.0 ft' b. Under Attic R=30.0, 114.0 ft' _ c. N/A _ 11. Ducts _ a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 R 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: 0.13 Total as -built points: 32184 PASS Total base points: 36012 I hereby certify that the plans and specifications covered by this calculation are in com 'once with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Cod. OWNER/AGENT: L-C.- DATE: '% // /04 Cap: 48.0 kBaYhr _ SEER:13.50 _ Cap: 48.0 kBm/hr _ HSPF: 7.70 Cap: 50.0 gallons _ EF: 0.90 _ Review of the plans and RE TE specifications covered by this *�o�T iq = � c Off:` calculation indicates compliance withIIrtr `^��„ S the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 f4y Florida Statutes. ion we 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) 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 2567.0 25.78 11911.9 Single, Clear W 1.0 6.0 16.0 57.68 0.97 893.8 Single, Clear W 1.0 6.0 16.0 57.68 0.97 893.8 Single, Clear W 1.0 5.2 19.0 57.68 0.96 1048.4 Single, Clear S 1.0 7.2 32.0 48.22 0.97 1497.7 Single, Clear E 24.0 10.0 48.0 63.97 0.38 1167.3 Single, Clear S 9.0 8.0 27.0 48.22 0.55 713.0 Single, Clear S 11.0 10.0 16.0 48.22 0.55 425.8 Single, Clear S 11.0 10.0 44.0 48.22 0.55 1170.8 Single, Clear N 5.0 7.5 9.0 30.19 0.79 213.7 Single, Clear E 1.0 7.0 32.0 63.97 0.98 2013.0 Single, Clear E 1.0 1.5 6.0 63.97 0.64 246.3 Single, Clear E 1.0 5.2 7.0 63.97 0.96 428.6 Single, Clear N 1.0 7.0 19.0 30.19 0.99 565.2 Single, Clear NE 1.0 7.0 19.0 47.10 0.99 881.8 Single, Clear NW 1.0 7.0 19.0 40.72 0.99 762.6 As -Built Total: 329.0 12922.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 396.0 0.70 277.2 Concrete, Int Insul, Exterior 4.1 1740.0 1.18 2053.2 Exterior 1740.0 1.90 3306.0 Frame, Wood, Adjacent 11.0 396.0 0.70 277.2 Base Total: 2136.0 3583.2 As -Built Total: 2136.0 2330.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 48.0 4.80 230.4 Exterior Insulated 48.0 4.80 230.4 Base Total: 66.0 259.2 As -Built Total: 66.0 259.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2567.0 2.13 5467.7 Under Attic 30.0 2640.0 2.13 X 1.00 5623.2 Under Attic 30.0 114.0 2.13 X 1.00 242.8 Base Total: 2567.0 5467.7 As -Built Total: 2754.0 5866.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 248.0(p) -31.8 -7886.4 Slab -On -Grade Edge Insulation 0.0 248.0(p -31.90 -7911.2 Raised 0.0 0.00 0.0 Base Total: -7886.4 As -Built Total: 248.0 -7911.2 EnergyGauge® DCA Form 60OA-2004 EnergyGauge@/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2567.0 14.31 36733.8 2567.0 14.31 36733.8 Summer Base Points: 50069.4 Summer As -Built Points: 50200.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 48000 btuh ,SEER/EFF(13.5) Ducts: Unc(S),Unc(R),Gar(AH),R6.0(INS) 50200 1.00 (1.09 x 1.150 x 0.95) 0.253 1.000 15058.3 50069.4 0.4266 21359.6 50200.2 1.00 1.188 0.253 1.000 15058.3 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge(YFIaRES'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 Omt Len Hgt Area X WPM X WOF = Point .18 2567.0 5.86 2707.7 Single, Clear W 1.0 6.0 16.0 13.25 1.00 212.5 Single, Clear W 1.0 6.0 16.0 13.25 1.00 212.5 Single, Clear W 1.0 5.2 19.0 13.25 1.00 252.8 Single, Clear S 1.0 7.2 32.0 9.90 1.00 316.7 Single, Clear E 24.0 10.0 48.0 12.37 1.30 772.7 Single, Clear S 9.0 8.0 27.0 9.90 1.94 519.5 Single, Clear S 11.0 10.0 16.0 9.90 1.92 304.0 Single, Clear S 11.0 10.0 44.0 9.90 1.92 836.0 Single, Clear N 5.0 7.5 9.0 15.07 0.99 134.5 Single, Clear E 1.0 7.0 32.0 12.37 1.01 398.4 Single, Clear E 1.0 1.5 6.0 12.37 1.10 81.4 Single, Clear E 1.0 5.2 7.0 12.37 1.01 87.5 Single, Clear N 1.0 7.0 19.0 15.07 1.00 285.8 Single, Clear NE 1.0 7.0 19.0 14.70 1.00 279.4 Single, Clear NW 1.0 7.0 19.0 14.97 1.00 284.1 As -Built Total: 329.0 4977.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 396.0 1.80 712.8 Concrete, Int Insul, Exterior 4.1 1740.0 3.31 5750.7 Exterior 1740.0 2.00 3480.0 Frame, Wood, Adjacent 11.0 396.0 1.80 712.8 Base Total: 2136.0 4192.8 As -Built Total: 2136.0 6463.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 48.0 5.10 244.8 Exterior Insulated 48.0 5.10 244.8 Base Total: 66.0 316.8 As -Built Total: 66.0 316.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2567.0 0.64 1642.9 Under Attic 30.0 2640.0 0.64 X 1.00 1689.6 Under Attic 30.0 114.0 0.64 X 1.00 73.0 Base Total: 2567.0 1642.9 As$ullt Total: 2754.0 1762.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 248.0(p) -1.9 471.2 Slab -On -Grade Edge Insulation 0.0 248.0(p 2.50 620.0 Raised 0.0 0.00 0.0 Base Total: 471.2 1 As -Built Total: 248.0 620.0 EnergyGauge® DCA Form 60OA-2004 EnergyGauge&FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2567.0 -0.28 -718.8 2567.0 -0.28 -718.8 Winter Base Points: 7670.2 Winter As -Built Points: 13421.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 48000 btuh ,EFF(7.7) Ducts: Unc(S),Unc(R),Gar(AH),R6.0 13421.8 1.000 (1.078 x 1.160 x 0.95) 0.443 1.000 7067.3 7670.2 0.6274 4812.3 13421.8 1.00 1.188 0.443 1.000 7067.3 EnergyGaugeT" 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 21360 4812 9840 36012 15058 7067 10059 32184 PASS EnergyGaugeTm DCA Form 60OA-2004 EnergyGaugeg/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area* .5 cf rds .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Mufti -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded bv all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or dearly marked circ breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pod heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge'" DCA Form 60OA-2004 EnergyGauge@/FlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. l . New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft) 2567 ft' _ 7. Glass typel and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor. Description Area (or Single or Double DEFAULT) 7�,Sngle Default) 329.0 ft' _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 329.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 248.0(p) ft _ b. N/A _ c. N/A _ 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1740.0 ft' _ b. Frame, Wood, Adjacent R=11.0, 396.0 ft' _ c. N/A _ d. N/A _ e. N/A _ 10. Ceiling types a. Under Attic R=30.0, 2640.0 ft' _ b. Under Attic R=30.0, 114.0 ft' _ c. N/A _ 11. Ducts a. Sup: Unc. Rct: Unc. AH(Scalcd):Garage Sup. R=6.0, 1.0 ft _ b. N/A _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, NIZ-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:13.50 _ Cap: 48.0 kBtu/hr _ HSPF: 7.70 Cap: 50.0 gallons EF: 0.90 _ 'CEIE s?,gTE,O.n *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 EnergyStdA' designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. I Predominant glass type. For actual glass type and areas, see Summer & Winter Glass out on pages 2&4 EnergyGaugeO (Version: FLRCSl3 v4.0) PROJECT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: ENGLE HOMES Notes: Weather: Orlando —AP, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Job: CARACAS 2567 OPT 5 BR4 ILO STUDY 6.06.02 Summer Design Conditions 38 °F Outside db 70 °F Inside db 32 °F Design TD Daily range Relative humidity Moisture difference Building heat loss 47672 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 47672 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 z Heat'ng ' Cooling Area ft 567 Volume (ft3) 27402 27402 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 320 183 Heating Equipment Summary Make LENNOX Trade Model Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 0 Btuh @ 47°F 0 °F 1600 cfm 0.034 cfrn/Btuh 0.40 in H2O 93 °F 75 °F 1l8 ° F 50 % 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 34075 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 °F Use mfg. data y Rate/swing multiplier 1.00 Total sens. equip. load 35560 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 5387 Btuh Total latent equip. load 8979 Btuh Total equipment load 44539 Btuh Req. total capacity at 0.80 SHR 3.7 ton Cooling Equipment Summary Make LENNOX Trade Cond Coil Efficiency 13.5 EER Sensible cooling 37600 Btuh Latent cooling 9400 Btuh Total cooling 47000 Btuh Actual air flow 1600 cfm Air flow factor 0.047 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 80 % Bold/h'alic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. z wrighltsoft Right -Suite Residential 5.5.17 RSR26014 2006-Feb-17 14:09:23 ACC, E:\Files\ENGLE2002\Caracas2598\Ca2ps25670pt5Br4lioStudy\Caracas25670pt5Br4iloStudy.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CARACAS 2567 OPT 5 BR4 ILO STUDY 6.06.02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 27402 ft3 x 0.0167 = 320 cfm 2. Winter infiltration load 1.1 x 320 cfm x 32 3. Winter infiltration HTM 11253 Btuh / 395 ft' T Winter TD = 11253 Btuh Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 27402- ft3 x 0.0167 = 183 cfm 2. Summer infiltration load 1.1 x 183 cfm x 18 3. Summer infiltration HTM 3617 Btuh / 395 ft2 T Summer TD = 3617 Btuh Total window = 9.2 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gdlb moist.diff. x 183 cfm = 5387 Btuh rroceaure u - tqulpment sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 34075 Btuh Sum of ventilation and structure loads = 35560 Btuh Rating and temperature swing multiplier x 1.00 Equipment sizing load - sensible = 35560 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent x 43 gr/Ib moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 5387 Btuh Equipment sizing load - latent = 8979 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 Bold/ltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjghtsoft Right -Suite Residential 5.5.17 RSR26014 2006-Feb-17 14:09:23 , CCA E:\Files\ENGLE2002\Caracas2598\Caraces25670pt5Br4lloStudy\Caracas25670pt5Br4iloStudy.rsr Page 1 RIGHT-J WORKSHEET N Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CARACAS 2567 OPT 5 BR411-0 STUDY 6.06.02 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 J: tin td. 1 Name of roan Entre Hale LALlr1 BDRW BDRM2 14MfVVLiAL 2 Length of exposedlwaft 248.0 ft 7.0 ft 28.0 ft 13.0 ft 3 Room dine rsiors 7.0 x 8.0 ft 14.0 x 11.0 ft 13.0 x 13.0 ft Ceil gs Condit. option 10.4 ft I heaV000l d 9.4 ft I heaVcool 9.4 ft 1heaVbool 9.4 ft 1heat/ood TYPE OF CST HTM Area Load (Bth) Area Load (Bth) Area Load Plan) Naa LOW th) Da'O6LJRE NO. H� Clg (f H� 09 (m H19 CI9 W) Htg Gig (� Htg 09 5 Gross a 14B 4.6 2.1 2117 - - 0 "^ "" 131 "" "" 122 - - Exposed to 13C 3.2 1.2 414 - - 66 "" "" 132 "" "" 0 - - walls and c 12C 2.9 1.9 0 - - 0 "" "" 0 "" "" 0 - - partitions d 0.0 0.0 0 - - 0 "" 0 "" "" 0 - - e 0.0 0.0 0 "" "" 0 "" "" 0 "" "" 0 - - f0.0 0.0 0 - - 0 "" "" 0 "" "" 0 - - 6 V*xbws and a 1C 37.0 " 237 8760 - 0 0 - 16 591 "" 16 591 - glass doors b 8C 37.0 " 48 1774 - 0 0 - 0 0 "" 0 0 - Heating c 9C 38.7 " 44 1704 - 0 0 - 0 0 "" 0 0 - d 1C 37.0 ^ 0 0- 0 0 - 0 0 "" 0 0- e 0.0 " 0 0 - 0 0 - 0 0 ^" 0 0- f 1 0.0 " 01 0 - 0 0 - 0 0 ^" 0 0- 7 VJ xbNs and North 22.9 32 - 730 0 - 0 2 "" 41 2 - 41 glass doors NEM 45.5 212 - 9541 0 - 0 0 "" 0 0 - 0 Coofing ENV 54.4 19 - 1034 0 - 0 0 "" 0 0 - 0 SE/SW 47.4 61 - 2897 0 - 0 14 "" 663 1 - 663 South 30.4 5- 154 0- 0 0 "" 0 0- 0 Horz 0.0 0- 0 0- 0 0 ^^ 0 0 "" 0 8 071erdoors a 11A 18.9 12.7 65 1246 841 18 340 229 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1740 8018 3583 0 0 0 115 530 237 106 489 219 aposed b 13C 3.2 1.2 396 1247 463 48 151 56 132 416 154 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 CeSrlgs a 16G 1.1 1.4 2640 2188 3659 56 59 78 154 163 213 169 178 234 b 16G 1.1 1.4 114 120 158 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 248 6428 0 7 181 0 28 726 0 13 337 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 pedrneter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for stab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 tbors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiifration a 28.5 9.2 395 11253 3617 18 513 165 16 456 147 16 456 147 13 Subtotal bss=6+8..+11+12 "" 43338 "" "" 1244 "" "" 2881 "" "" 2052 - Less ectemal hea ng "" 0 "" "" 0 "" "^ 0 "" "" 0 - Less transfer .... 0 •... .... () .... •.•• 0 • •• ••• 0 .... Heatrg redistribution "" 0 ^" "" 0 "" "" 0 14 Duct loss 10 '11 4 "" 100A 124 "" 10 288 "" 101 205 - 15 Total loss = 13+14 "" 47672 "" "" 1369 "" "" 3169 "" "" 2257 - 16 In L gains: People Q 300 6 - 1800 0- 0 0 - 0 0- 0 Appl. Q 1200 2 - 2400 1 - 600 0 - 0 0- 0 17 Subtot RSH gaim7+8. +12+16 "" - 30977 "" - 1128 "" - 1455 "" - 1303 Less external cooling "" - 0 "" - 0 "" - 0 "" - 0 Less transfer "" - 0 "" - 0 "" - 0 - 0 Cooling redistrlbutcn "" - 0 "" - 0 "" "" 0 "" - 0 18 Duct gain 10 "" 3098 10° "" z 113 10° 146 101 - 130 19 Taal RSH gait=(17+18)-PLF 1.00 - 34C75 1.00 1241 1.00 "" 1601 1.00 1434 20 Ai required (dm) "" 1600 1600 "" 46 58 "" 106 75 - 76 67 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrrgF�ttsoR Right -Suite Residential 5.5.17 RSR26014 2006-Feb-17 14:09:23 �� E:1FilesIENGLE20021Caracas2598tCaracas25670pt5Br4lioStudy\Caracas25670pt5Br4lloStudy.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CARACAS 2567 OPT 5 BR41LO STUDY 6.06.02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 MANUAL J: 7M Ed. 1 me Nad morn BTH2 NISTRBTH WIC MSTRBR 2 Length d eposed wall 0.0 ft 11.0 ft 23.0 ft 29.0 ft 3 Room diner sions 6.0 x 12.0 ft 17.0 x 11.0 ft 6.0 x 15.0 ft 19.0 x 16.0 ft 4 Ceiings Ccndit. Option 9.4 ft heat/cool 9.4 It 1 heatbod 9.4 ft heat1cod 11.8 ft heattool TYPE OF I CST HTM Area Load mbm) Area Load(Btuh) Area Load(Btlh) Area Load(Buh) DOKW E NO. Htg Clg (m Htg C19 OF) Htg I Og OF) Htg I Clg OF) Htg CIg 5 Gross a 1413 4.6 2.1 0 - - 103 "" "" 216 - - 342 - - Exposed b 13C 3.2 1.2 0 - - 0 "" 0 - - 0 - - wafts and c 12C 2.9 1.9 0 "" "" 0 "" "" 0 "" "" 0 partitions d 0.0 0.0 0 "" "" 0 "" ^" 0 ^" "" 0 e 0.0 0.0 0 "" "" 0 "" "" 0 "" "" 0 f 0.0 0.01 0 "" "" 0 "" "" 0 ^" ^^ 0 6 NArxlows and a 1C 37.0 ^ 0 0 - 19 -m "" 0 0 '""32 1183 - glass doors b 8C 37.0 ^ 0 0 ^^ 0 0 "" 0 0 -48 1774 - Heating c 9C 38.7 0 0- 0 0 "" 0 0 - 0 0- d 1C 37.0 ^ 0 0- 0 0 "" 0 0 - 0 0- e 0.0 ^ 0 0 "" 0 0 "" 0 0 "" 0 0 f 0.0 ^ 0 0 ""' 0 0 "" 0 0 "" 0 0 7 Wxldorvs and North 22.9 0- 0 3 "" 58 0 "" 0 - 0 glass doors NE�NW 45.5 0 - 0 0 "" 0 0 0 - 3152 Cooling E/W 54.4 0 - 0 0 0 0 - 0 - 0 SE/SW 47.4 0 - 0 16 "" 766 0 - 0 10000 - 0 South 30.4 0 - 0 0 0 0 - 0 - 0 Horz 0.0 0 - 0 0 "" 0 0 - 0 - 0 8 Otherdoors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 84 389 174 216 996 445 252 1208 540 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Cek1gs a 16G 1.1 1.4 72 76 100 187 197 259 90 95 125 304 321 421 b 16G 1.1 1.4 0 0 0 16 17 22 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 01 0 0 11 Floors a 22A 25.9 0.0 0 0 0 11 285 0 23 596 0 29 752 0 (Note: roan b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 p-peter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for stab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 9.2 0 0 0 19 541 174 0 0 0 80 2Z79 733 13 Subtotal bss=6+6..+11+12 "" 76 - - 2132 - - 1687 - - 7517 - Less extemal heating "" 0 "" "" 0 - - 0 - - 0 - Less transfer 0 "" "" 0 - - 0 - - 0 - Heating redistribution "" 0 "" "" 0 - - 0 - - 0 - 14 Duct loss 100 8 "^ 10 213 - 101/ 169 - 1W 752 - 15 Total loss = 13+14 ""' 84 ^^ ^^ 2345 ^^ I - 1856 - - 8269 - 16 Inn gains: People @ 300 0 "" 0 0 - 0 0 - 0 1 - 300 Appl. @ 1200 0 "" 0 0- 0 0 - 0 0- 0 17 Sibtot RSH gain =7+8. +12+16 "" "" 100 ^" "" 1453 "" "" 570 5146 Less and ernlal cooling "" "" 0 "" - 0 " ' - 0 "" - 0 Less transfer "" "" 0 "" - 0 - - 0 - - 0 Coding redistrlblrtion • •• •••• 0 - - 0 - - 0 - - 0 18 Duct gain 10 "" 10 100/ - 145 10 - 57 10' - 515 19 Total RSH gain=(17+18)-PLF 1.00 "" 110 1.00 - 1598 1.00 - 627 1.00 - 5660 20 Air requied (dm) 3 5 "" 79 75 62 29 "" I Z78 266 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrrgFlltsOft Right -Suite Residential 5.5.17 RSR26014 2006-Feb-17 14:09:23 ck E:\Files\ENGLE2002\Caracas2598\Cardos2567Opt5Br4lioSludy\Caraces2567Opt5Br4iloStudy.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CARACAS 2567 OPT 5 BR4 ILO STUDY 6.06.02 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 r RNUPL J: /M W. 1 Nameofroorn NOCK KITCHEN FAMILY LNAINrFOY 2 14Ct� Length ofm exposed wall 10.0 ft 0.0 ft 38.0 ft 45.0 ft 3 Room drr 11.0 x 12.0 ft 13.0 x 14.0 ft 18.0 x 22.0 ft 28.0 x 22.0 ft ngs Condit Option 10.8 ft I heaV000l 10.8 ft heaV000l 10.8 It heaVcool 10.8 ft I heaV000l TYPE OF CST FfTi\4 Area Load (Btih) Area Load (Btih) Area LOW (BLh) Area Load (Bab) D0'0611RE NO. H78 Clg (W) Htg C19 (� H� Cl9 (� HtA C19 (� Ht9 C19 5 Gross a 14B 4.6 2.1 108 - - 0 - - 410 - - Z70 - - Exposed b 13C 3.2 1.2 0 - - 0 - - 0 - - 216 - - walls and c 12C 2.9 1.9 0 - - 0 - - 0 - - 0 - - partitions d 0.0 0.0 0 - - 0 - - 0 - - 0 "- - e 0.0 0.0 0 - - 0 - - 0 - - 0 - - f 0.0 0.0 0 - - 0 - - 0 - - 0 - 6 Wtrdans and a 1C 37.0 " 27 998 - 0 0 - 16 591 - 41 1737 - glass doors b 8C 37.0 " 0 0- 0 0- 0 0 - 0 0 - Heating c 9C 38.7 " 0 0 - 0 0 - 44 1704 - 0 0 - d 1C 37.0 " 0 0- 0 0- 0 0 - 0 0 - e 0.0 " 0 0 - 0 0- 0 0 - 0 0- f 1 0.0 0 0 "" 0 0 "" 0 0 - 0 01 "" 7 Wudo vs and North 22.9 0 - 0 0 - 0 0 - 0 9 - 265 glass doors NMW 45.5 27 - 1685 0 - 0 60 - Z732 - 1635 Co*V E/W 54.4 0 - 0 0- 0 0 - 0 0- 0 SE/SW 47.4 0- 0 0- 0 0 - 0 0- 0 South 30.4 0 - 0 0- 0 0 - 0 0- 0 Horz 0.0 0- 0 0- 0 0 - 0 0- 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 906 612 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 81 373 167 0 0 0 350 1615 722 175 806 360 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 216 680 253 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 CeTngs a 16G 1.1 1.4 132 139 183 182 192 252 396 418 549 616 650 854 b 16G 1.1 1.4 0 0 0 17 18 24 0 0 0 81 86 112 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 10 259 0 0 0 0 38 985 0 45 1166 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 9.2 V. 769 247 0 0 0 60 1709 549 95 2706 970 13 Subtotal bss=6+8..+11+12 - 2539 "" - 210 - - 70M - - 9739 - Less extennat heating - 0 .... - 0 - - 0 - - 0 - Less transfer - 0 "" - 0 - - 0 - - 0 - Heating redisfibution - 0 ^^ - 0 - - 0 - - 0 - 14 Duct loss 1 OOA 100 21 - 10 702 - 1 Ml 874 - 15 Tonal loss = 13+14 - Z793 "" - 231 - - 7724 "" - 9613 - 16 Int. gains: People Q 300 0 - 0 0 - 0 4 - 1200 1 - 300 Appl. Q 1200 0 - 0 1 - 1200 0 - 0 0- 0 17 Sublot RSH ga1rr=7+8_+12+16 "" "" ?282 "" "" 1476 "" "" 5752 "" "" 5261 Less external cooling - - 0 "^ - 0 "" - 0 - 0 Less transfer - - 0 "" - 0 - - 0 - - 0 Coding redistnbution - - 0 "" - 0 - - 0 - - 0 18 Duct gain 10 - 228 10 - 148 10 - 575 10' "" 526 19 Tom RSH gain=(17+18)-PLF 1.00 "" 2510 1.00 - 1623 1.00 - 63Z7 1.00 - 5787 20 AV required (dm) "" 94 118 "" 8 76 - 259 297 "" 323 Z72 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrtlgHvr5c> t Right -Suite Residential5.5.17 RSR26014 2006-Feb-17 14:09:23 '�� E,.Tiles\ENGLE2002tCaracas2598\Caracas25670pt5Br411oStudy\Caracas2567Opt5Br4lloStudy.rsr Page 3 RIGHT -I WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CARACAS 2567 OPT 5 BR41LO STUDY 6.06.02 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name d Mom BTH3 STUDY 2 Length of exposed Wall 6.0 ft 38.0 ft 3 Room dmersiorl5 13.0 x 6.0 ft 12.0 x 17.0 ft 4 Cerigs Condit Option 9.4 It heat1bool 9.4 ft I heatbool TYPE OF CST HTM Area Load (Btrf1) Area Load IBtr11) Area Area DFO6URE NO. Htg Clg (fF) Htg Clg (@') Htg Clg Hg Clg Htg Clg 5 Gross a 14B 4.6 2.1 56 "" 357 b 13C 3.2 1.2 0 "" "" 0 walls and c 12C 2.9 1.9 0 "" "" 0 partitxx>s d 0.0 0.0 0 "" "" 0 e 0.0 0.0 0 "" ^" () f 0.0 0.0 0 "" ^" 01 6 Wtrldvws and a 1C 37.0 7 259 57 2107 glass doors b 8C 37.0 0 0 "" 0 0 Heahng c 9C 38.7 0 0 "" 0 0 d 1C 37.0 0 0 "" 0 0 e 0.0 0 0 "" 0 0 f 1 0.0 01 0 "' 0 0 7 V*xlows and North 22.9 0 - 0 16 "" 325 glass doors NEMW 45.5 7 "" 437 0 ^" 0 c-fing EAN 54.4 0 - 0 19 "" 1034 - SE/SW 47.4 0 - 0 17 "" 806 - SOuth 30.4 0 - 0 5 "" 154 - Horz 0.0 0 - 0 01 0 1- 8 Ott"do= a 11A 18.9 12.7 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 49 228 102 300 1383 618 exposed b 13C 3.2 1.2 0 0 0 0 0 0 wafts and c 12C 2.9 1.9 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 01 0 0 0 10 cRffngs a 16G 1.1 1A 78 82 11M 204 215 2a3 b 16G 1.1 1.4 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 6 1% 0 36 9B5 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 fbors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 28.5 9.2 7 199 64 57 1624 522 13 subtotalbss=i+8.+11+12 "" 924 "" "" 6314 Less acternal heating •... 0 »•• •••• 0 »« «« .... .... Less transfer "" 0 "" "" 0 Heating nedisMbution "" 0 "" "" 0 14 Duct loss 10 92 "" 10y, 631 "" ° 15 Total loss = 13+14 "" 1016 "" "" 6946 16 In1L gains: People @ 300 0 "" 0 0 "" 0 Appl. @ 1200 0 "" 0 1 "" 600 17 Stbtot RSH ggrF7+8. +12+16 "" "" 711 "" "" 4341 Less external cootug "" "" 0 "" "" 0 Less transfer .... • . 0 .. .••• 0 «. .... ... «. Coding mdtsMbubcn •• • •••• 0 - .... 0 «« ... ... 18 Duct gain 10 - 71 10 "" 434 19 Total RSH gait=(17+18)'PLF 1.00 - 782 1.00 "" 4776 20 At required (dm) 341 37 - 233 224 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�gF,ttsoR RightSuite Residential 5.5.17 RSR26014 2006-Feb-17 14:09:23 ACC�01 E:\Files\ENGLE2002\Caracas25981Caracas25670pt5Br411oStudy\Carans25670pt5Br411oStudy.rsr Page 4 Duct System Summary Entire House t DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: ENGLE HOMES Job: CARACAS 2567 OPT 5 BR4 ILO STUDY 6.06.02 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.00 in H2O 0.00 in H2O Available static pressure 0.40 in H2O 0.40 in H2O Supply / return available pressure 0.20 / 0.20 in H2O 0.20 / 0.20 in H2O Lowest friction rate 1.111 in/100ft 1.111 in/100ft Actual air flow 1600 cfm 1600 cfm Total effective length (TEL) 36 ft Name Design (Btuh) Htg (cfm) Clg (cfm) Design FIR Diam (in) Rect Size (in) Duct Mats Actual Ln (ft) Ftg.Egv Ln (ft) Trunk LALIN. C 1241 46 58 2.857 4 Ox 0 VIFx 14.0 0.0 BDRM3 h 3169 106 75 2.222 6 Ox 0 VIFx 18.0 0.0 BDRM2 h 2257 76 67 1.333 5 Ox 0 VIFx 30.0 0.0 1 BTH2 C 110 3 5 1.429 4 Ox 0 VIFx 28.0 0.0 1 MSTR.BTH h 2345 79 75 1.379 5 Ox 0 VIFx 29.0 0.0 2 wnc h 1856 62 29 1.143 5 Ox 0 VIFx 35.0 0.0 2 MSTR.BR-A h 4134 139 133 1.379 7 Ox 0 VIFx 29.0 0.0 2 MSTR.BR h 4134 139 133 1.212 7 Ox 0 VIFx 33.0 0.0 2 NOOK c 2510 94 118 1.212 6 Ox 0 VIFx 33.0 0.0 3 KITCHEN C 1623 8 76 1.333 5 Ox 0 VIFx 30.0 0.0 3 FAMILY C 3164 130 149 1.333 7 Ox 0 VIFx 30.0 0.0 3 FAMILY -A C 3163 130 149 1.111 7 Ox 0 VIFx 36.0 0.0 3 LIV/DINTOY-A h 4806 161 136 1.333 7 Ox 0 VIFx 30.0 0.0 3 LIV/DINirOY h 4806 161 136 5.000 7 Ox 0 VIFx 8.0 0.0 BTN3 C 782 34 37 2.500 4 Ox 0 VIFx 16.0 0.0 STUDY h 6946 233 224 2.222 8 Ox 0 VIFx 18.0 0.0 Trunk Htg Clg Design Veloc Diam Rect Duct Duct Name Type (cfm) (cfm) FIR (fpm) (in) Size (in) Material Trunk 1 Peak AVF 497 443 1.143 633 12 0 x 0 VinlFlx 2 Peak AVF 419 370 1.143 533 12 0 x 0 VinlFlx 1 3 Peak AVF 522 627 1 1.111 1 587 14 1 0 x 0 1 VinIFIX ,z� wrighttsoft Right -Suite Residential 5.5.17 RSR26014 2006-Feb-17 14:09:49 ,40M E:Tiles\ENGLE2002\Caracas2598\Caracas25670pt5Br4lioStudy\Caraps25670p15Br4lioStudy.rsr Page 1 DUCT TREE DIAGRAM 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CARACAS 2567 OPT 5 BR4 ILO STUDY 6.06.02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 Project• • For: ENGLE HOMES HEPIWk Ift Cocidwag External MW pBsouee: 0.40 in H2O 0.40 in H2O Pressure ems: 0.00 in H2O 0.00 in H2O Available taitrw: 0.40 in H2O 0.40 in H2O Boputbj)/Rebam available pressure 0.20 / 0.20 in H2O 0.20 / 0.20 in H2O kftit ftion rate 1.111 in/100ft 1.111 in/100ft Actual air flow 1600 cfm 1600 cfm Total Eve iee�d�(TEE4): 36 ft Attn: lines indicate branches and trunks, numbers indicate AVF's SUPPLY TRUNKS AND BRANCHES - SCHEMATIC TREE DIAGRAM BDRM2 --67. 1 442. BTH2 —5. - MSTR.BTH —75. 12 370. — WIC —29. MSTR.BR-A —132. MSTR.BR —132. NOOK —117. KITCHEN —76. FAMILY —148. FAMILY -A —148. LIV/DIN/FO —135. LAUN. —58. < —NO TRUNK BDRM3 —75. < —NO TRUNK LIV/DIN/FO —135. < --N0 TRUNK BTH3 —36. < —NO TRUNK STUDY —224. < —NO TRUNK RETURN TRUNKS AND BRANCHES 627. — wrightsc ft Right -Suite Residential 5.5.17 RSR26014 2006Feb-17 14:09:49 ACCK E:1FilesIENGLE20021Carans2598tCaraps25670pt5Br4lloStudy\Carans25670pt5Br4lloStudy.rsr Page 1 RIGHT-J WINDOW DATA t DEL AIR HEATING,AIR CONDITIONING,R Job: CARACAS 2567 OPT 5 BR4 ILO STUDY 6.06.02 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LAUN. BDRM3 a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BDRM2 a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BTH2 MSTR.BTH a n se a C n 0 d 1 1 90 1.0 1.0 1.0 4.2 47.4 19.0 2.9 WIC MSTR.BR a n ne a C n 0 d 1 1 90 1.0 1.0 2.0 5.2 39.4 32.0 0.0 b n nw a C n 0 d 1 1 90 1.0 24.0 2.0 8.0 39.4 48.0 0.0 NOOK a n ne a c n 0 n 1 1 90 1.0 9.0 2.0 6.0 62.4 27.0 0.0 KITCHEN FAMILY a n ne a C n 0 n 1 1 90 1.0 11.0 2.0 8.0 62.4 16.0 0.0 c n ne a C n 0 d 1 1 90 1.0 11.0 2.0 8.0 39.4 44.0 0.0 LIV/DINIFOY a n sw a C n 0 n 1 1 90 1.0 5.0 6.0 1.5 76.4 9.0 9.0 a n nw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 39.4 32.0 0.0 a n nw a c n 0 n 1 1 90 1.0 1.0 0.5 1.0 62.4 6.0 0.0 wrightsoft RightSulte Residential 5.5.17 RSR26014 2006-Feb-17 14:09:23 /4CC.A E:\Files\ENGLE2002\Caracas2598\Caracas25670pt5Br4liOStudy\Carans25670pt5Br4lloStudy.rsr Page 1 a n nw a c n 0 n 1 a n sw a c n 0 d 1 a n w a c n 0 d 1 a n s a c n 0 d 1 BTH3 1 90 1.0 1.0 2.0 3.2 62.4 STUDY 1 90 1.0 1.0 1.0 6.0 47.4 1 90 1.0 1.0 1.0 6.0 54.4 1 90 1.0 1.0 1.0 6.0 30.4 vll llll] 19.0 2.0 19.0 0.0 19.0 13.9 wrightsoft Right-Sulte Residential 5.5.17 RSR26014 2006-Feb-17 14:09:23 ACCA E:tFilesIENGLE20021Caracas2598tCaracas25670pt5Br4lioStudy\Caracas25670pt5Br4iloStudy.rsr Page 2 . . . . . . . . . . Iz 0 qN (N 'z tr\ 113 z U\ I CC) �11 I oa CC) Ma N < _2 -VOL < 7- E-Ic -rd !.T; hnth dhict m Ul z --7 UJI uj CD C) --, 110 C:) 1 4' C:) 0< CU (\J IL14' Lri oj 6. tr, Ouc F-POM toi car 1N 4' RED CD 0 V) �D ;Z� w In :2:: ru T Ln V) d titpq OJ CLI "I'l f"E. r In -i o 0 4� LD L C) Cl 0 z d w u 6 z Rating 0 .q— Fn m Lu > z 0 Z _j < 5 -j 0 D 0 X K,st hove a mini— ctearanCe of 4 inches around the air ha -A— per the State Energy code. All duct has an —6 i,s,t,t;on value. m CL -j V) n n Page 1 of 6 40 �. �L' s.�.I. :`�::c-'1ei•_,`-�Z .5,....'�Z.e��a;� c i,.?. v ;{t`s�"r,"rR9�".-r`,� �`t.'4r: Hot Topics : Submit Surcharge ' Stats & Facts Publications : FBC Staff B Uoe�Product Approval ;.:s • _ _ USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail 1 FLu . Application Type Code Version Application Status i:GS+'.L1ii ��.: -la cor•'T"wtir� Comments Archived Product Manufacturer erg Address/Phone/Email a y ENU.t ,- . .* .. Authorized Signature Technical Representative ° IS Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) FL4668-RI Revision 2004 Approved Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Standard ASTM E1300 http://flo6 dabuilding.org/pr/pr_app_dti.asps?param=wGEVXQwtDgtAcGSvedS%2bbvQu... 3/28/2006 ASTM E1300 TAS 202 ; . Equivalence of Product Standards Certified By Sections from the. Code Section 2612 HVHZ PI Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 09/14/2005 10/16/2005 10/01/200 5 10/19/2005 Enteroy Enrry Systems :: •!: " Y -..�� . -•:. ,. «. a .: pF ;`igL pn%t -va1y atrorr Kim 3— I SEPG L-AS DC>C)RS c o S� o n� N N o 0 •' 2 0 0 � o� o � to � m o o u 2 o Q p o 0 0 0 0 0 0 0 Vf �f1 Y'f N Y'I N 4!9 1!7 O " Ob 1!Y YY9 Vl 119 1h N in � y ✓�i `> 0 5 0 5 O_ 5 m 5 m 5 O 5 5 5 0 5 5 m 5 m 5 m 5 m 5 m 5 m 5 m 5 m 5 o 5 c c� ca c� r� ca ca ca u s� ca ca R c; v G c 2I c� a O o O o O O O O oIoIO OIO O OIO O O O O R Q O Q O o Q O O Q o L o 0 0 0 R o T o R vi vi "I I K,�_ _ _It'e o ofR Rl�.i I C � — 02s2c2 le c_ m p o o _: R IS2112121 o o _ _ moca[o m m m rn a cbi m m m rn oa o m m m m m m m a a rn m m rn a o. b b b b b b X b X b b b b b b 'a K K Ow r� r� � K m o It W ✓f " � G m L g m 17 I I we —I— —I —I —I —I—�—I QI I— �o Qlol lol IQI- Iololol lol IQ >� I 6.J e v b m ch N �_ N !"f 0 T V• 0 0 0 0 0 o Y+ '••� � � c_ C G G�� G G G C C t o 0 0 o c+ _< 1 = L S S S o= Pam'"..:'.':-✓.�... ��/ ll'.'i.rL•?9i/./O,� axis �sasu iff �Z. COPMADMID srma ic�¢rmaD m vis was mores momutmn - n.nCb Imm m: ►w mmwemm IMww.wtmol�,mm) Drtm Envy Systems FI B EERGcLASS DOORS 0 0 0 0 o 0 0 0 g g g o 0 0 0 0$ o g o _ - o o O O O o o 2 0 0 Q ry o O O 0 O 0 o a _ g- r 3 o �` owe a ova Dove e e P. a 0 0 0 0 0 0 0 0 0 - 0 0 C O N N N 3 N N_ N N O N N y Y ry ~ N A A A A A A N A H= +1 1+1d ( ( I I o a d= o 0 0 0 �I�' o 0 0 0 0 0 �.roslua l.ea l.n o o olo M1 ..oi usl�I.n vsl..s Flo �I�s SIN d= oa 0 m 0 0 0 0 0 0 olNloo � o 0 DIN o o o o 1 I�IOI� hl.� NINIo I� �I� ui u•i n yam'. U— o 0 0 S p S? v O v 0 0 0 v 0 IS2 O p O O v 1-1 V p U p p p 0 0 0 0 U � m m m m m m� m m O 0 m Of O O. m o m m m� 0 C C0i Obi m m C�v q 0 a T Obi N tD lJ O 10 .D L'7 n m m m < �GGGY _ - - — — n .�") �O O /09 c QN — i/'1 J N eoy �_ - m c' o _- _ o^ - o O - N N c toi " mo E o ci � e 3 I� CDI CD FT O c p Z.g g O O N iS mow'-`��.✓r....-_ �J //// �iif/��1%sJ�.� MP/LLAD14ID Wn nib O Qi[S Rom. I W., = 1QLufiar j b%C2111xd- — -aulbu bm M. LLy=Wtt -.trdd A. Ip_ to t cm w acnec Liter'..-_-kTtsPnSz Serv7Cts .�e�Data Review Certificate Certificate -302644 7 C ---'� 027;r:S timed =:t??2 , eSr:ZQ �Z^�'IC25:`= 7! �2:"..ito 1CS-2•�12W2G 5u 1C:L =: iCZC :25- nc aoc,:7.l2ararion 3=1 r led 'c� M ;eniteP-e�.dor =,:e—Tor Door �-OL IC:s OIl 7' -'Ot z:- Ines :hd?C3:2C jeiow to del =II.i.ie "ne apprODr:ate ".sic-i-I load cIlL !1a1r,aC: =iP_S _ sr :. ems. C;% 1/L?.'"-D"cQ2 I,OL'1r• 'lOr.0 ec .:{c �acrdiec vas -ev'e,,v for azlvHca^111:y in S�t?poi: of i2 Gatti room- 'L "= _. ._ - �-- :�i��or^.:e;�-e-nc�or rroduc: Pe: o=ance Da-? Nlanuai for :i3? OrOQLCi line ant :rccic: ruCc:21s AC:i,.;.=2Q �elOw. l i _! _ J2:7i;.o CeI les tLlat rile -L25t :270r:s or0Vld2d ?=e consi=- 'w:::' Tile _'`'TasC�te C:!— f cat2 of Per:or-mnanCe sheers (,COP' _I -' .- _ oe=r=:nce data n'=ual spec,_fed 'nereL. The arched _2S0 it:.'?retAdor CGP/ ."est Niamces (uniquely numbered by product :aodell provides core'atiou 17 rO aeon or each _ -oduc: model reviewed indicarn s the -Lest lab, : 2jor.- xo,du'r.: si%e and iastai!ation 'nTCrmat'ion and raunzs for desi=. load 3Ild acclicaolllrJ of t C l= _t ssi!2 _* ;p,ac- test. A _:! 2z.-ollcabie CCP's and :A.Ll"Ices must bea::ue Yv=oc:. Entergy Entry Doors �-od=, _\.,Ioc-:s: wood-E'dae Steel Door 11'latrix-3026447C-001j 1leraI-Edge Steel Door (NIarriz 1302641 iC-00�) Fiberzlass Door (_N'IarrLx _-Sc 7Iri0 has 7z0 uir2c: ,ciowiedge of :he e:= conduc:ad and hx mace no unamm- ;o ve^ the ac--ur= or Correc=ess o :he aC:ra -uxn zz=. :Ile 121.1EW COrLCUC'_`C wCS On IV 0 aer_77nir a ,ha- .he �" ors a Irc . rile -U _ :7lcwua; ur Maim in P'^ _re correc: r=resarm Ons of :Ae Tara :,uDOiied JrOm 71E laDOraipr'e„ i= $Errl;Lp rT.�ew x:c; ;or ;� uc.urai per 'Orman= recux onry and u:.: aor c=Luae r ?Vi8 v Jf air ir1 uv'arion or ware.' 7ene.T=1.on r = re,Tu1:4. . JiiL-urZeson _ -oleo: i'�iar�a_P: APR-16-2003 WED 03:49 PM TRIM PAK FAX NO, + APr.l6. 1> oa7 C$J To: PREMDOR DICKSON 615 446 7229 P. 02/ 12 N'0.7918 P. i/i 1 Masonite International Corporation TECHNIC,A►L ADVISORY PD White Date: April 16, 2003 Citp•of Oviedo, noridsi (407/97 7-6027; 407197740:5 fax) From: Kenneth R Imhoff CC: D. sand (407/957-L1a4 fax) 5r. Pmttjcct Manager — P.xurior Door Product. R. Barry (913/992.0914 fur) kimbotP@masanite.com 615/441-4253 OMM 1131335-4171 umbile 615/446.7J29 fax Subject: Air & Water Performance Results on Exterior Door Ut►lts Suba>dtted for Pen�niitting by Engle Homes. Reference: Product Approval Sheet's COP-R'L-MA0101-02; COP-WLr•MA0121-02 Indepantly Validated under the Warnock Hersey (WH) Mark. It is our belief that the exterior door units defined under the aforementioned certificate of performance (COP) sheets comply with the requirements of the 2001 Florida Building Code (FBC), Chapter 17 (Structural Tests & Inspections). This unit was been tested in :accordance with Miami -Dade Building Code Compliance Office (BCCO) protocol PA202 pelrformance guidolines. PA202 procedures include water penetration in ..._accordance with ASTM E331 -.Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Dtfference air infiltration in accordance Kith AS'IM E283 - Standard Test Method for Deternuning the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Spec f ed Pressure Differences Across the Specimen. Masonite certified test report noted on page 2 of the COP sheet (NCTL-210-1973-1,2,3 / copy enclosed) confirms that this unit achieved no water penetration at 8.25 pounds per square foot (psf) for door units designed to swing out. Door units designed to swing in achieved no water penetr-ation 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/R2) for door unit` designed to swing out. Door units designed to swing in achieved an air infiltration rate of 0.18 of n/ftl. Thank you in advance for your further review of this information & let me know if you require additional information to resolve this subject. Respec ly Submirted, K R...I mho ff Fiasonite/Pretrrdor ta'larior Door Products • One Promdor Drive • Dit:kton, Taeneaoet 37055 ArTek, Caeticgotc. Celco, Colorado, Dccot, DorFab, Entergy, Rvergreeu, Johnson, Monterey, Oekoreft, Prcmti'U, Rocb=an Univerei<l, itoyal MahoFany Products, span -Rise, spocialty/Bnylite, steelwood APR-16-2003 WED 03:50 PM TRIM PAK FAX NO, 4 P. 03/12 APr•i^,• 200S S.34PM, PR.MDOR DICKSON Olo 440 7229 No•1918 P %/11 Prcmdor Entry Systems -3- NC L-230-1973-1,2,3 (S)(i ) STRUCTURAL TEST RESULT'S P CIMEN NO, 1S (outswine) PARAGRAPH NO. TITLE OF = MEASURED ALi�WED 5 2,7 Air Infiltration 1 S7 psf (25 mph) 0.02 CFM/FT2 0.2.0 CFM/FTZ 5.2.3 Uniform Static Air Procedure Design Loads (30 second durations) 76.0 psf exterior Meets as stated 76.0 psf interior Meets as stated 52.6 Water Resistance (5.0 GPH/FT�) WTP - 8.25 psf No Entry No Entry 5.2.3 Uniform Static Air Procedure Tull Loads 114.0 psf exterior 0.041" 0.144" 114,0 psf interior 0,124- 0.144" STiRUMMAL TEST RERUTS SESCTMEN NO, 2$ (Outswinr) PARACRAPIK NO, TITLE OF TEST MMEMURED ALLOWED 5 2.7 Air Inflhration 1.57 psf (25 mpb) 0.03 CFM/F7a 020 CFM/FTs 5.2.3 Uniform Stark Air Procedure Design Loads (30 second durations) 76.0 psf exterior Meets as stated 76.'0 psf interior Meets as stated 5.2.6 Water Resistance (5.0 GPKTT) A TP - B.25 psf No Entry No Entry 5.2.3 Uniform Static Air Procedure Full Loads 114.0 psf exterior 0.0511, 0.144" 114.0 psf interior 0.147" 0,144" STRUCTURAL TEST RESUIM SPECIMEN NO 3S f 5win4) PAM9.& PH NO,.,,, TITLE OF 3:EST KXA.SUA E P ALLOWED 5.2.7 Air infiltration 1.57 psf (25 mph) OAS CFM/FT' 0.20 CFM/F r' 5.2.3 Uniform Static Air Procedure Design Loads (30 second durations) 76.0 psf exterlor Meets as stated 76.0 psf interior Meets as stated 5.2.6 Water Resistanco (5.0 GPH/FV) WTP = 2.86 psf No Entry No Entry 5.2.3 Uniform Static Air Procedure Full Loads 114.0 psf exterior 0.143" 0.144- 114.0 psf interior 0.039" 0.144" nuu-eo-%uue- tnu uo-oo rn min rt•in rHtt NU. 4UIbDfDZJ4 r. UL/Ud 0 j -n Pro>e."lonai cnplriezrint; S--rviaes for Developers and Builders of Residential -Housing O P.O. Box SSU Tl4wvilie, Fi.._ 327Z3 ' Phone (407) 289-VWG ' Fax �'40T) 2RZ-5"8 XD-*rTr'F. 0 PR.01)Tl T A(`CFpTANrr :!i 2pc).100 �.tti1 s[:f Corporation 516 D,t Santa Ana Strut 11,0. Rux 4250 .tnahe-: t, Cali(omia 9280^4250 Di SC Rl?-!•10'IN OF TT , T Model Ucti nw,,ior- KNN-Ikset Series and Titan Series (Cslind ical Lo:ks) 1ltatimum over all Six, 2-1,'8" ?+fiLb BOme with a .1" Cross Scr:-(2-5/8" or 2-3/4' Baclset ) Gtrttral descri(rtion: L�.Iindric:a bomd taps loci: 0 i c,led cr,; ! mcrinn Test Libs d South Florid.,. 'Pest RePori nATL 0212.0;-96. 02) 2.04-46 signed and sealt d l�• William R. Tt'S"f c-9r1-'F()r,N5rD Test Load Design Load T�,rcrriii�ntn (�.S'I'Ivi r-B 12t PA-203) passed passed Uw-ga'liwsjle Intnay. pz:r PA -201 passed pauetj t (l nlpacled as irsmiing unit) g 1:�1>>;uti�adtttg'I�tt 671''to:al c zies •I;tzilcset Series pasiii��e 65.0 paf 6S.0'Psf r :ti;!ut: aadiag T^st_ 6-7 1 wua cycle; ' - l:wi):sei'Scries negative R6.0 psf 86.0 psf r «t£uc Ln3Liin- Tcst 671 total c-; cI:-s Titan Series positive 86.0 psf 8£.0 Fir F3U� -- Ltadliin Tesn 671 total cyc:Jis Tit-;m �e]'iCS neez—ive 86.0 nd $6.0 usf D�-SI)'It Pfe--3u t ding: Y,tiNil—Sct Series - Passiige Positive 65.0 yrf (0trTSVtir7NG) rnln (requires•F,:st:3f e b6h) Negative 65.0 psf Deacfbolt Dzsig,.t Fr�:suze ka6rig: Yoo s� :+cries - F-assage Positive 65.0 osf UNSWING) �.ntr}• (requimspasrapcbolt) Negalivc 56.0 psf Dcadbolt 1.):-ctgn I'� csrure P.atittg: an Series - Passage Positive 86 G -csf (OuTSV>>ING/ =•ntry (t�turas pas.3gc bolt)• Negatiw_ RG.D FS` I�\iSWING) Da3dbolt �;iuudlblkw FEN".. Q'. A.1ti'Ti ANCf1UT:I(tiG: See reverse side this page _ '• I1S7r = = 14C.40116 1. A , rc,:'cd fCr use ir, )ocatio.- 3dh.cring Apr rc ` I'f' to the S.B,C.C.I., S.r.c7• .C., S.r.B.C. Brotit•ard EditiorL and «•hc•c tl,� v rerun-wamts as ci:u-rmined by ASCF, 7 Minimum Desi-a Lnsdc for Buildings And Other Struclures does not Pr:ssum rmin s listed above. 2. The G'ratite Rating of a lxl: is not pertinent io structural perionnanec as relates to Hurricane / Wind Cndc Compii R "` 3, Wy b:: ubiNi on doors tcstrdto design pmssturs egvrl to or lesx than thorn phou-n above. 4, Ai�pkation for building Nntti,t Shall l� a:rompanied b- a core of •; is spX -aL ' .. muu-LO-Guuc lnu u0-00 rn inin rr1A rMA NU. 4U10010LJ4 r. UZ5/Uj INSTALLATION OP LOCH SETS PER TESTING Acceptance #309400 I H,AR � KWIKSET SERIE.' J PRWOED NOTE TO BUILDING INSPECTOR THESE KWIKSET AND TITAN SCHEMATICS ARE FOR FIELD INSPECTION PURPOSES AND REFLECT TcSfED CONFIGURATIONS. DETAILED -INSTALLATION INSTRUCTIONS ARE PACKAGED WITH THE LOCK UNIT KEYED WOOD SCREW STR,xr J PLATE ��x 00 "= OEAD BOLT ./ 2 3/9' or 2 3/4' BACKSEr INDIVIDUALLY,, �Avc WOOD SCREWLATCH BOLT 2 3/3' or 3/4' STRIKE J BACKSET PLATE •a � HANDLE SET •TI7_AN' S�' R ES• ,w t voDwnRE T}IUMB TURN ✓ � AWIDED 2 t /� runCNINE rE•rED -.i r r.r• l i s —1 ..-� Scotm WOOD SCR�-'11' - DEAD BOLT 31v- or 2 BACK!:ET n:ArF. ! c.ils �r �cuD SCACw WOOD sV':Ew "; TCll-rtwl 13/�. orr' 2 3/ 4' 4. ' N_ T BACKS--7 Sri21L.E �� Fl LAI ♦� � r411� i ^`, . MECHANISM TO BE HANDLE SET. L-"VER or KNOB. THUMB TURN 9-1.1 WECHANISW TO BE HANDLE SET. LrNER or KNOB. NOTE TO BUILDING INSPEC r C MECHANISMS WITHIN THE CLOt ARE OPTIONAL TO THE PPIMAF MECHANISMS SHOWN. FOR EXAMPLE: A THUMB TURN DEAD, LOCK CAN SE SUBSTITUTED WITH A KEYED MECHANISM WITHOL INVALIDATING THE SYSTEM. XX Glazed Outswing Unit ^ \� 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O W-m ck l im-yr Tag Data Review Cent late 03028447k 130264478: /3026447C and COMM Recon Validation Matrix I302g447A-001:002. 003: /30264476-001. 002, 003; n026447C-001. 002, 003 pmvtoa additional inlarmadon - available Imm the rTS/WH webslta fwww.edsamltotom), the Masonite weasite v+wwlnatonit6cam) at the Masonite technical center. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0' x 87. Double Door Maximum unit site . 6'o- x va, Design Pressure +47.0/-47.0 - Lbnited water unless special thresnold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements lot a specific building dealgn and geograoNe location is detertNned by ASCF 7-national, state or local building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: am Santa 00 404 $eries tag Sodas 0 O akgraft AR 4 EK'- w •• L.J L�r.d..h b.. IIBBROLASS eNTRY,0000.R Marv... p.•.p. Fw.r 0.... ft'e/GoDe. 4e/ • AM it. abpr .. o..or. o.... ow mv.wwim program at crodua ieem..mW m..u.waaatom de•gn aM proWd Masonite International Corporation d.Md wei.a to wng. w fta mute. Glazed Outswing Unit S'O" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: , CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles -constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001.Florida Building Code, Chapter 17 (Structural Tests and Inspections). / &ZX�5 State of Florida, Professional Engineer Kurt Balthazar, P.E. — License Number 56533 vtt.,.oee a+.•rY rI Test OW Reel M CUMIC21e 03028N7A: IM264478: /3028147C and COP(rest Rewn V&iWatkm Matrix I3026447A- 001. 002. 003: I30284478-M 1. 002. 003: 402844M(WI. 002. 003 Provides al banal warmadon - ava0able from the ITSMN wwslls (www.etlsmnko.w ). the Masande weesite (www.mamitiamm) Br Via MaS01*3 ttxMial centec 0 a.tt cif t weaJ • •J aUOORS AR-1 EK- aaa'--'}}}rrr�'t't�'��1��' aaal•,laall lr•. PIBSROIAii ENTRY .6-0 , tuW .•-.,,,. Y•.1,4 e••., OWCM Al mleauq xuaoom 0101R0Yt7 veaevmml m.u..o•d1lcaBoll► a.•iee uM or•Oc7 Masonite tnternatlonal Cor oration P d.w .uM d to amw wd w,e roRu. XX Unit ^� TYPICAL HINGE ATTACHMENT d' x d• BUTT HINGE r (12 GAUGE) r SIDEn(%b' OR PANEL2-15116' :'ETStE0. W Ir"L mm RFOUW Ty SII 'DIII I OUTSWING UNITS WITH DOUBLE DOOR TYPICAL ASTRAGAL PROFILES 2.516' 2.3/4' °T ol.wic�tm 0 F�fFA 1-3/4• fTEB o 1.3/4• SiE0. VMIWY— YYIMIWY rY111RIpWY/Y — IIIil FIZZRED T REQUIRED V I 1 I f 1• 1 _ 1• _� ALUMINUM EXTRUDED ASTRAGAL (0.06• MINIMUM WALL THICKNESS) WITH ADDED REINFORCEMENT INSERTS AT TOP EXTENSION BOLT. BOTTOM EXTENSION BOLT AND CYLINOERICAUDEAOBOLT LATCHING LOCATIONS. ATTACH WITH /B X 1' PAN HEAD SCREWS —LOCATE 1• FROM EACH ENO MINIMUM AND 2T O.C. MAXIMUM. ( /10 x3/d..--•---•...---••..............•....--••--. :.................... - T HEAD • W000 SCREWS FLAT HEAD WOOD SCREWS OR (3) T LONG X 1/2- CROWN WIRE STAPLES TYPICAL HEADER & SIDE JAMB ATTACHMENT FINGER -JOINTED KILN DRY WOOD FRAME HEADER (1-1/4X 4-S M6- WITH 1IT STOP HEIGHT MINIMUM) I ITT. (3) T LONG X 1? CROWN VIBE STAPLES FINGER -JOINTED KILN DRY WOOD SIDE JAMB (1.1/4' X 4-9/16' WITH 1?STOP HEIGHT MINIMUM) Test Dm Review Cartitiate /3026447A:130264478: 13026447C and COP/rea Report Validation Mara I3025447A•001• 002• tlm: /3MS4476.001, 00Z 00d: /3026u7C-001, 00Z OM Provides additlornl imormadon - avadaDle tram me ITSNH websdo (www.edsemko.cam). the Masomte weesite (ww.masordtexam) or me Muenita lowniol centar, June 17.2aa2 P'+'�'M�?�✓r"�"' T'/l�C�%:Yff'/(/GG/C/• .� a.-,, o.... ar-ol o ftw=auw ngx,n ra m.ancu� Masonite International Corporation fueleCt to enana .alum imree. BACK BEDDING (DOW 995 OR EQUAL) 2 ' t l l r I GLASS INSERT IN DOOR �. OR SIDELITE .PANEL HIGH PERFORMANCE RIGID PLASTIC OR CELLULAR VINYL UP LITE SURROUND FOR 1/8' SINGLE PANE GLASS IR'. 3/4.OR 1' INSULATED GLASS. 06 X I-1/T PAN HEAD SCREWS LOCATED 13.1/8' MAXIMUM FROM CORNERS AND 14-3/4' O.C. MAXIMUM i SECTION A -A TYPICAL RIGID PLASTIC LIP LITE SURROUND oil F• DOOR 1/8' SINGLE 118' SINGLE PANE GLASS; pOV 4�QOUO OUQ, PANE GLASS: 1R2*. 3/4' OR 1' 00�0 40040a P 1R', 3/4' OR 1' — DOUBLE PANE; 2•Irr d0ODOUBLE PANE; 3/4' OR 1' 0 0 Q 3/4' OR 1' TRIPLE PANE Q ap a- TRIPLE PANE INSULATED 0 0„ INSULATED GLASS GLASS ' tnrr 1/8' SINGLE PANE GLASS; 1/•l.3/4.OR 1' DOUBLE PANE: - 3/4' OR 1' TRIPLE PANE INSULATED GLASS 2 OoOR 1-7n6' SINGLE PANE GLASS: 1Q'.314' OR 1' f— DOUBLE PANE: T TRIP OR 1' t TRIPLE PANE INSULATED GLASS 'Glass inserts to be sub -listed by Intertek Testing ServicaVETL Semko or approved validation service. �` 9 Test Dan Review Cartlf1we 13026"?A: no284478: /3026447C and COPRTest Report Validation IWAMIW Mama /302W47A.WI. 002. 003: /30264478-WI.002.003; 0302W47C-001. 002, o03 arovides additional intorma on • availa0la tram me ITSAW weesite (www.edumko.cOm), tna Muamte *=--Eo ..site (www.masaeita.cam) or the Masonite technical center. 4.et.a.dr rn... Pam(✓Gr/:. .•!��' Cit li!tii/ a lima 17, 2002 .� o...., o«.. aw mm.u+�a a'°anm°t oradw unman Mnum samnira^a Masonite International Corporation dame ree m o deo4 w wo to ounce .enwq nooca r Unit 6' 3' NP. TYR CL TYP. �:��. � •MID=WL NIA0002-02.�� •.. DOUBLE .••— 6' NP. s,a" UNIT 811" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYR _L 1, CountMinimum Fastener • 6 per vertical framing member • 8 per horizontal framing member Hinge and strike plates require two 2-112" long screws per location. ' t 1 Opening 1 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" r T T r T T T w•^'O''k Test Data Review Certiliato *3026447A: r=64479: /3026447C 2M COP(test Report validation �ff♦ Matnx 13026447A-0Ot, 003; /30264479-001, 002. 003: 03026"7C-em. 002. 003 provides additional information - availanis tram the ITSAVH weasite (www.ettsemkosam), the Masonite �m weasite Nmw.lMatenile.00m) or Me Muonile t=nial wrta Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A1562) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147, 3167, 3242% 3247, 3262• or 3257 Compliance requires that 8" GRADE 1 (ANSI/SHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based an required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #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 tram the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment 3. Wood bucks by others, must be anchored property to transfer loads to the structure. .. 0 PRFMw��✓/ �o.. • June 17, MM owCw..gmoa=aOr"al:ua a.,m,mmain to.mcrmi Val nMasonite International Corporation eagn noon ad" +uotrra to Cum -anwt mom P.Y e Az A r Te 'A - . Saph;-stitici9. v:- Ocr.,v 3,; A IOU L min. Para e. J.': 7 M. p Dil IC-11 11 YJ de`�Ics.ojfal compasflipn..�,- i:i:. .. ..... . . eil:�t;ii`taltrt .helps 'C :.-V Ill hers l:l[ll1 v 4v Ir !:v x I e II (I et trriml Ill Melt :TiIPPRL i?c iiin c 6 dv� A6e 3.0 .7 `I les �iio11 -MI Olvwis Stits producLsz'ami. !,!elp val i craiie d'isdhctive cjmb; t.,vtenqr.* Product Specifications n:] 5 Sh,nci= acr sc;L;=.-2 -66' .3 4C: mer =Lxrz g Test'cl fa 0 r ExcelIctrica-' f! in=!:�� orc hcc . Ccrmn= in vily lc;iad ta mecacr. cpp.I:==Im L:=r.c __ rT- c-un- mm ccvcrcg2 ... .. fApplicar6le.5ton2arlds Ccdr-!; = 7 . .1 7. 7NI D, .AS D 223 3' 1 2 ,AD" 7-'dD_ S. Tv= % -Service Areas. .7 7 7� 7 x, 03i�tl/U: 11�t 1J:J1 r'AA 4U/J0UlJo: i•i�.vn r�rLn�ai,•.• _ ___ PANVEST GROUP LE} CHU ENTERPRISE CO., LTD. I�. i' ItGHUNG FtRaNr�r * 1, i IF L 10 4 9 at No. 9, Rd.10, Industrial Paris, Taichung Mty, Ta w..-m Tol:885-d-359.3508 Fat:889-4-3-r&UA7 E4nwW telhicud n t. February. 3, 1999 SU13J7ECT: 1" to 3"a .120" Smooth or Ring Shank Electre-Galvanized Nail Wirc Diatncter:.320 -q- .001" Length:.975" min., 3.016" max Head Diameter:.275" min., .375" max. Thread Diameter: (ring shank) .132" min., .135" max Ring/Inch: (ring shank) 25 min. to 29 max. Galvanization: Electro Gafv. w/ 6-8 microns chromate The above mentioned nails made for Interchange Brand meet ASTM641-92 and are Class 1 921vanized- r.eb/34 File n4`55B • Page .'^1--I'of i -ssun'.1' : 6/1=_/200i 7-EST RECORD NO. 1 WIND RF.SISTANC3' a"P_ST : METSOD The tests were conducted at 1 in. in six incline in accordance with the equipment and procedures as described in Protocol PA 107. Throughout the test, observations were made to note the condition of the Shingles. The test panels were constructed of nominal 3./4 in. thick plywood decking material and measured 5o in. wide by 66 in. long. Nominal 2 by ; in. dimensional lumber provided the support and rigidity required for handling. The plywood was secured to the support lumber with 8d nails. one layer of Underwriters Laboratories Classified Type 30 asphalt saturated felt (ASTM D226, Type II) underlayment was applied to the deck, utilizing a 2 in. overlap and cap nails spaced 12 in. OC. The shingles were applied by using four standard 1-1/2 in. galvanised roofing nails per shingle by Underwriters Laboratories, personnel parallel to the short dimension of the test panels while at .room temperatti-e (80 l' 15°F) and in a recommended by the manufacturer. The panels were maintained at an incline of one vertical- inch for each six horizontal inches during application of the shingles. No adhe3ive other than the factory -applied adhesive was used to fasten down the tabs and no pressure was applied to the shingle taba either during or after application. The panels were placed into a conditioning cell while maintaining the one in six iaeliae at a temperature within the range of 135°F to 140°F for a continuous period of 16 h. Ater conditioning the panels were allowed to cool to room temperature again while maintaining a one'in six incline. Two tests were conducted, unless the first test yielded unsuccessful results. RrSMTS At no time during the 2 h period of exposure did any test panel experience 1) the adhesive of the self-sealing shingle fail to rest-ain any full shingle from lifting nor 2) any free portion of a shingle lift so as to stand upright or bend back on itself. Report by: Martin R Rowan Sr. Project Engineer Reviewed by: Douglas C Miller Engineering Group Leader MR/DM : 1 i.b DMS 15PAMMKOO M0215 UL PRODUCT DATA Asphalt Saturated Organic Felt iu- TAMKO" NO. 15 UL felt features a premium quality TAMKO organic felt (non -perforated) that is saturated with asphalt. Accepted for use as an undedayment felt tD be applied over the deck prior to the installation of TAMKO asphalt shingles. Underwriters Laboratories Built -Up Type 15 Labial ASTM D 226, Type I v. Roll Dirnensions Coverage per roll Laying Lines 'AU values stated as noff*iW 144' X 36* 4 Squares 2', 17- .1 CAUTION: The National lnsdtiAe for Occupational Safety and Health (NIOSH) has concluded that fumes of heated asphalt are a potential oocupational carcinogen. Do riot heat or bum this product TAMKO Vi Visit our Web Site at www-tamko.com Centmi District 220 West 4th SL. Jopik% MO 64101 800-641-4691 ROOFING PROBVICTS Norew-ast District 45M Tamko Dr., FraderiaK MD 21701 800,368-2D55 11AAMM012 a Q* --a budor st d TAMMO wx&q Southeast District 2300 35th SL, Tusncaloo=, AL 35401 800-228--2656 Souft west District 7910 S. Cartral Exp., Dallas, TX 75216 BDO-443-1834 PrmkcM kw_ Westem District 5300 East 43rd Ave.. Denver, co 80216 8DD-530-8868 WATER-RESISTANT UNDERLAYMENTS Wale= resistant underiayment is a product that consists of organic felt impregnated with asphalt ssmr L Some undedalments, such as ixrtainTeed's Roofer Selecn, also contain a fiber glass rein- forcement which increases tear sarrngrh and reduces wrinkling. Water-rc!qistant-underiayment.was orionally invented to keep the roof decldng dry until shingles could be applied AppiyiDg this under- layment was originally called "drying -in the roof:" It was also useful IS a separation sbeet between the roof sheathing boards (before OSB. and piwrood sbeets. were used as roof decking) and the asphalt shin- gles This Was m- iportant.becattse iesin poi-amts.in the' -pine planim caused the asphalt to.degzade piemaurrely unless the underiayment separated the resin and asphalt from eaelt `othci . Waim-resistant underizymenris trade to .shed most of the ~rater thar falls on ii unless it is torn or puncmred Its ability to be water- resistant is-tcmporary. As the sun degrades. the exposed asphah the matcri:11 begin to 'diy, absorb more•moistur lose its s=gth and taalfy: begin to test The less asphalt used to hmrate the ander- ,, 1ay{meitt sheer dating tttaaufarsnring, the shorter its.life- Since asphalt '>is thcmostisive componen�ofsin'gle undesiaptnet� IoweT ' "':Priced rr;u"bl will•bzm less asphalt and a shorter life when exposed to.the sM'Lower pnCed shingle underiayment, for the same reason, is Palo severe wrinkling when irgem wet or even just damn. Dndetiinnetit is"used under asphalt shingles for.a tiariery of reasons, such as:pmvidin& ..Bicl+up f6r_vaier-shedding protection of. the deck if shingles fail :f vm.Win drives .The.lcrwcr the slope, the more important undedaymept s,.since.waler.ilows more easily und= shingles on loa slopes • A protective hairier to the cparents between the time.the old shingles have -been torn.Off and.prior to the new. shingle being applied Eoweser,.the undez•Iayment sbould not be relied on as a temporary roof.systena .esperi;tllT when the drip edge lia_shing is not yet in plaro It is unlikch' to prevent leaking In The event of..... beavy wind and rain + An agent to hide minor imperfections of the dueling material and reduce "picture framing- of deck panels. + Fire ratings (Class A or Q when.used in conjunction with shindes. S INS TALL ATION GUIDELINES FOR WATER-RESISTANT UNDERLAYMENTS The folloring is a general guide for the ins allarioo of neater -resistant sitinJe anderlayment. These guidelines = be used regardlr=s of the We:eht of the underia}tnent. However, alvrays be sure to consider the local codes OVERNIGHT EXPOSURE If underiayment has been --posed overnight, moisurre from dew should be allowed to completely drT before shingling over If this does not happen, the moisture will become trapped beneath the shingles. Wrinkling tan mle;mph through -the shingle and make a good shingle job look terrible: The worse -part is that the job can . look good when you leave in :he evening but the wrinkles cnn rnopar the nett morning wben the homeowner will notice them. while we've disctirsed undedaymemt being exposed overnight, it is highly reco'mmeadzd that the roofing contractor only tear off what be can shingle ove- that same day. This presents the most common undmlayment installation problems. FASTENER .TYPE:. CzrtainTeed recommends using nails -rather than staples. Flails provide more resistance against undedayment tear out: It is very important, 'whether hand nailiog or using a pneumatic gun, that the fasteners be driven flush. INSTALLATION METHOD: Wben zpplying undcriayment the key is to keep fhe productas • wrinkle free as possible. 1. Unroll the underiayment parallel with the elves. The eaves edge of the underlayment should go OVER the drip edge ewes flashing, but go MER the drip edge Oashing.along.tiae rake. figure S-I: AAppiysng Water•Resulant fiaaerfa merit Along roe Eaves And Rabe he :vpe of decking rnate-ia1 used n• y 'n f7uence :be boL:'ing pourer of ibe fastene-s. lour c . c a :ce mar ,were Are indicate rbat more fasteners are r-ecassary ir somse situation. 50912t? T: 'S... For sreeD root Ditcbes move %:'2 ccrsider aiding c :bi-d row or rastcne-s, m-=ng eack row 9- aDan instead of 12 " apart. Denis Torback from Fulton, KS sell us 'I aiways u°L sesti Too na.Ls or felt, it resisu tearing under foot and bas bell uD during an une-Pec:ed srorr. wi.b bigb winds. " 2. Around the perimeter of the underiayment, place the nails anoroximaidy 6 inches apart and about 1 inch in from the edge. In the main area of the underL-N-ment, two rows of nails are used. The first is placed 12' up from the bottom edae and the second is 24' from that same edge (or in fact 12' from the upper edge). This aiceh• separates the ;6" aide undmiarment sbem into thirds. Nail alonr, these two roars 12-15' apart- Nail placement should be aiternawd so that one row places the nail opposite the open area of the fist, creating a son of r;g-,.zg pattern. This will result in a simple pane:n with all nails being approxdmately 12-15' apart (See ribs above.) WARNING When installing unde:'mmmt wbere hot cent stacks protrude (from wood 'burning stoves etc), it is important to allow a minimum 2' clearance_ Check fire codes. HIGH WIND / OVEMNIGHT RECOhiMEND.MONS: If planning to leave Rater -resistant uoderlavment 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 additioo:d protection: • Use can nails or tin cars. • Decrease the nailing spacing recommended above, using additional fasteners. + Nail '_'zu stringers across lap areas. DEALING WITH WRINKLES AND BUCKLESJ. ; Organic felts expand when wet. They can wriaide after being applied nu to a wet deck or if moise is absorbed from dew, rain, or snow If shingles are applied over an uneven anderlayment surface, some of the wrinkles may "telegraph" (show) through on the finished root Of comse, wrinkles and buckles can also result from incorrect I `ram installation. If these problems appear, several approaches are available to eliminate them. First, the underiayment can be replaced. Second, Figure j-2• Standard Nailing Pattern For Water Resistant Undar& ment the wrinkles can be cut and repaired with patches and asphalt plastic 3. Succeeding courses should be unrolled in a sfmil-i manner over. cement. Third, wet and wrinkled underiayment can be allowed to dry out naturally from em-posure to the sum. As the underlavment dries, lapping the previous course by-2'.-Be-careful-to-wll-it-out-straieht--the-wrinides-vftm—puli-dawtr—md-ds as the underlayment will tend to slide down the pitcb of the roof and end up crooked. The spacing of nails in this overlap area The best solution for wrinkled underlayment is prevention. should be approximately 6' apan, centered in the 2' area_ Applying high quality, well -saturated felt, such as Roofers' Select" will Ptiminate many wrinkling type problems. Ask your supplier for (See tips below.) the highest quality he ern obtain Do not assume the underlayment he 4- If the length of the roll is not sufficient to complete the entire run, stocks is the best available.- Be willing to pap more for a superior an end lap of 6" is required. We recommend two rows of nails product The cost of high quality underlayment adds very little to the 6" apan to hold the lapped edges in place. End laps should be cost of a job and can often be oilset by the savings from reduced locoed 6-8' from anv other end lap that may be in the preceding rework and repair.'Installers who insist on the lowest prices for underlayment course. uridedayment are the cause of the low quality underiayment generally found in supplier warehouses. Rol! out oniv 10' of unaeriayment at one time, stretch it, check alignment and nail into place before moving on. Here Are Some contractors prefer to do the deck in stages applying 1-3 courses of underiowwnt then immediateit• aDplving SOme Tt�JS.. • the sbingles to that area. Using this method they can sometimes reduce the number of fasteners used but they must work carefugy to be sure the underlavment remains flat. Michael Saunae:z from Bath, A'i'suggesrs, "lrben doing a tear -off the drip edge can be reused to bold the edges of your newiv installed felt overnigbi. " 0:, e3. 'bb� e5/ 12/2002 (;�3; 45 32134v1001 1-4:49 1407E948412 COLL:S ROOFTNS 1NC K^.YCAN ORLANDO YjCA TABLE tF07-!.S1 MINIMUM 1 WMaRr THIC)CURE55 (in.) GAGE (Ib) 1 0.02d rdi �g ) I 0.0174 26 (ine 1C=t.=d G?0) 0.0=7 V2 ip 1507?.93 Drip edge. Drip edge shall be providsd at 'arms and gabis of shingie roofs, and ovc:)aDpnd a minimum of 2 inchcs (51 trim). F-ave drip eGgcs shall extend 1/4 inch (6.4 mm) below sheathing and extend back on the roof a minimum of = inchcs (5) nm). Drip _dge shzll be me:hanically fastened a mazinnum of 1= In_hcs C305 rival on _ ^f_;. PAGr 02 Pa)G= 04 WEAYhERMASTER BuiWiNO Pueducrs. INc. Office 407-324-2080 fax 407-324-0503 df LABEL DRAWING # OR TYPE USED WITH PRODUCT # 1 Legend of corrtents 2 GA 1 Installation 1450 Flange SH 1450/1550 3 GA 2 Installation 1450 Flange PW 1450 4 GA 3 Installaiton 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 1 Installation 1100 Fin PW 1100 7 GA 5 Installation 1450 PW Flange Designer PW 1450/1550/1570 8 GAS Installation 1100 PW Fin Designer PW 1100/1900/1970 9 GA 7 Installation 1480 Flange HR 1480/1580/1590 10 GA 7/A Installation 1580/1590 Flange 3 Lite Slider 1580/1590 11 GAS Installation 1180 Fin HR 1180/1980/1990 12 1 GA 8/A lInstallation 1980 Fin 3 Lite Slider 1980/1990 13 GA 9 GEN 0024 Block Inst. SLIDING GLASS DOOR 420/430/440 14 GA 10 GEN 0028 Wood Inst. SLIDING GLASS DOOR 420/430/440 15 GA 10/A GEN 0027 2x in Block SLIDING GLASS DOOR 420/430/440 16 GA 11 GEN 0450 Fin Vert. Mull Clip 1448 17 GA 12 Mull Bar Load Chart 1x4 Fig. Hz. SH 1445 18 GA 12 A 1 Mull Bar Load Chart 1x4 Fin Vert. SH 1445 18 GA 13 Mull Bar Load Chart 1x4 Fig. Vert. SH 1445 20 GA 14 Mull Bar Load Chart 1x4 Fig. Vert. PW 1445 21 GA 14 A Mull Bar Load Chart 1x4 Fin Vert. PW 1445 22 GA 15 Mull Clip 10 (>Gj Fin Vert. Mull Clip 1445 23 GAIS Mull Clip GEN 0453 Fin HZ Mull Clip 1447 24 IGA19 I Mull Bar Load Chart 1 x4 w/lip Fin HZ SH 1447 25' GA 20 Mull Clip GEN 0457 Fin Vert. Mull Clip 1448 26 GA 21 Mull Bar Load Chart 1x2.5 Fin Vert. SH 1448 27 GA 22 Mull Bar Load Chart 1x2.5 Fin Vert. PW 1"8 28 GA 23 Mull Bar Load Chart 1x2.5 Fig. Vert. SH 1"2 29 GA 24 Mull Bar Load Chart 1x2.5 Fig. Vert. PW 1442 30 1 GA 25 jMull Clip GEN 0454 Fig. Vert. Mull Clip 1442 31 IGA26 IMull Clip GEN 0459 Fig. Vert. Sill Clip 1442 32 GA 28 IMull Clip GEN 0456 Fig. HZ Mull Clip 1445 33 GA 29 Mull Clip GEN 0452 >B) FI . Vert. Mull Clip 1"5 34 GA 30 Installation FEB. HEB. Fig. SH 1450/1550/1570 FE+HE 1450/1550/1570 35 GA 31 Installation FEB. HEB. FIN SH 1100/1900/1970 FE+HE 1100/1900/1970 1 I/& i f IiJ t 3/4 I t 3/4 7 IMYISM Bariu 14ansda g" Im Flaee/vartleal W4 F&mgptWerUoW '1"6 'Icrge window ;t,bo rn.,ll Itn Fk:n�e wl -dua .inc:—%_11 so, verl?col z,,%,cllrol opofcot:rns vvrl,;cl s:r,c!urd oopli�nl•III or ai burt5e wi.dotrs. of all flemeIr. «;nco":. Adds I/B- to OpM.nq. Act:: • ./5 .0 QjtQ-iv4 i 1 V4 1 s/e 1 In I Moe SMO 11w/Herhoetel t"? F: wrveR lnv9t ••1J : hm/ott'A :A-udtec "O'LuttOnS wmrt-t.l:ite mc'.p;e airier; i- Adds ' : /8- to rl r tT.A 1.11 I IA vw"em lute *a 1l. �JIJ NeAsolwl l V�Aleal TIIM Yt/ heetel 1440 1• t In —IyrJ Lf.WlMeed IMYIti16a1� Vemoel itM ■tA &0*0 44" . crr,y 1 .....� c'1. iWe — AA 7I rp r- . I'llIYIM lrr �� %" wnr ".0,•; n•yll �lr. •nJe�•. r[ff! nPr�,•j!1 T •RI 'lift i .'•:. Hi Acns I I/A• .n Uarl'ila. Weathermaster Building Products, Inc. 227 Power Court Sanford, FL 32771 407-324-2080 407-324-0503 Fax 2004 Florida Statewide Product Approval Numbers For General Aluminum Products These numbers are posted on www.floridabuildine.org under their product approval section. FL 5171 Single Hung Windows FL 5170 Sliding Glass Doors FL 5169 Fixed Picture Windows FL 5168 Horizontal Sliders SHIM AS REO D (ga mom* BACK BY ONIEA ONE BY YTDOD/-;7AL :ALLATION ANOIOR BETWEEN WD K RANGE E WOOD ND CLKCAW( WOW a O HERS eJO Q a [N�DIENi PERNEIER CAULK BEYY QO�TTH�ER {0./1DEA EXTERIOR eu« HEMHT nAm MMN SILL CA BY PRE CAST BY 011101! CAULK BETWEEN WINDOW FLANGE • PIK CAST SILL WITH %&AP" 110 ACIE9VE CAULK OR SECTION 1 "PPRO1ED EQUAL BUCK MOTH FLANGE TYPE WN" FRAME JAMB DOW WO PEJOWD I Q BY DRIERS TarH • 1H EXTERIOR CAULK BETWEEN WINDOW RAID rW700 BUG( SECTION 2 GENERAL NOTES: 1) SWIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAIL ALLOWABLE SHY STAG[ TO f[ 1 4" s WINDOW FRAME MATERIAL: ALLOY BOBS ] CAULK BENND WINDOW FLANGE AT HEAD AND JAWS.SU MUST EE ATTACHED TO THE SUB9TRATE WITH VUIXEM 116 ADHESIVE CAULK OR APPROVED EQUAL `) MANUCA71ON O'9 RECOMMENDATION118 ADHESIVE CAW( AT FRAME SILL MUST COMPLY WITH SEALANT S) CAULK FOR PERIMETER SEAL AROUND ETITER°OR OF VANDOW FLANGE B) GLASS TH004M MAY VARY PER THE REQUREMD[TS OF ASTM EI300 GLASS CHART SINCE CLASS IS SHOWN. OISJLAT010 CLASS 15 ALSO QUALIFIED. WOOD OTHER t T F 1 4" MIN. OTES) INSTALLATION ANCHOR CALAX BETWEEN WOW BUCK Q MAS"Y OPENING BY OTHEM G.A. 1 S58 CALL VANDOW CLASS r" I DESIGN TAPOW ANm LOCATION SZE SIZE (INCHES) PRESSURE PRESM LOCATIONS CAPAQRY M PSF CAPACM N PSF 1E 10 1/e ■ 28 -a -ee -Toe -Tme AO ?Am u o • - 1 ►.au 1. 1h l/e o eA -s -s 84 -M Ae r. le 1/1wh ■ -W -03 -too -100 AC rw1... 1445 is In -N -t.7 -tN7 AC 6aU to le fANW-y0-.0 N AC V.OA7 I toh.M -40 -40 -Its -Ile Ac 0.a►4a 17 to 1 • M - - -104 -104 AC 0"ANl DO M t/a ■ n -e7 -e7 -in -131 Ae Wit i147 01A . A 3/0-00 -0e -toe -ta AC ►.CAJ 1s. » 1/9 ■ 0 eh _o -�7 -1M -101 AC r.o1u iHNI s IA . M IA _a -N -t10 -110 AC F.a7U u..s r 1/9. ro e/11 -+7 -al -1. -Io0 At r,alu Inaa lA . ea -40 -40 -et -M AC F. ON S 1/2. 7s -.0 -a -7e -7e AO /.au W7 it / -Y -ae AC ►AW AO A IA ■ ■ -se -! -113 -113 AC /.aNl 30A 30 1n . n Sn -47 -M -a Ae ►AM 30.4 A IA ■ 00 0A -� -W -W AC ►.NY 30." n 1/1. at :IV -a -40 -n -n AC F.aHI 3ft"s 30 1A . m BA -40 -40 -7e -7e AC raW 30A 301,2 . W -.D -40 -7s -7e AC /.a/u ]or 30 to ■ To -.0 -W -71 -71 AC I, m Ac /.w n m x >t -in -el -a-0 AC F.a/ll u n x s aA -.0 -.0 -e7 -07 Ae ►ANL o4 37 x WI 0/1-.0 -40 -a -m AC Caw a" al x a sA -.0 -40 _05 -00 AC r.WU E..s 77 x ee 8/4 -a- -40 -ee -ss AC F.aw n n M W -40 -40 -00 -W AC I.o1U Its 37 x 70 -40 -40 -00 -O AC r.OJU -00 -m AC ►.0.1U {ot! Ut x s -M -.F -N -w AC F.w .o]e n x 7e aA -a -.o -.e -40 Ac r— CID 12x W On -40 -W -40 -40 AO P4 u 4e4.1 .Ews N x a GA a x as $A _40 -40 -•0 -.0 -40 -.D -•0 -40 AC Ale ►.QM .Gal .! x O -0 -411 -.0 -40 AC r.%NJ .07E . ■ . -.0 -.0 -.0 -.0 AC /.aNl Ifs. N -40 AO rAtV am q x s -N -M - - AC F.w .au Y x s ]A -40 -40 - - AC r.GAI .cell Y x eq AC F.aU Hs... N x Men -.o -.o _ AC F.wu .eae .e x Do t>h -.o -a - AC F.aU 40" .e x O -40 -40 - - AC FAXI AC FANI A m 1/11 ■ O -.a -.S - - At FANI 31 IO 1/0■ M 5/e -40 -40 - - AC ►AtU o 11/0■ e0 s/e -01 -.0 - - AC F,n1u <.r o. Q to . N en -.o -.o I= Lw.s sa IA x m sA -40 -40 - - u inxi m O IA x so -40 -40 - - N -40 - - AC IAMI mm 1III AeOK AR PO MIS AID Nm11iK ex01CNtK O�WI IANO n101 Q1IIW171K ANKYOf A /M NOT I INDIW o/N®A FrW Q WIa FOIIOalOM ILL So WOa 11E Wla T M TO m IQMO ICE 6 CF Of �ti1A►RxA POWIxa oe>pl Ia■Oo xu r UOim to .tlD 1'! IAR< to rta lOi 1+m.W or CMM D I MUATxse RIM Ill MillW OMW W COIOWa a1 While! OPINION O! 3/1r MOL s1 TT I�ACAIIN small" IN cum UM M 10 PROW WKI-1h D�IOR IM PJWMTE • ^ S E F L 01F !1 fi Dmrm Rm Ear To v m1 IOG11Dn II Ii • VOCT mw e M MY USTIM M N10O OWRT. nt ANDITII 01MM NT[0 WIN NOR LMM aE Aa Wa olvil 1Ula 00011 1YOWWa mom ELEVATION nA J°° VIEWED FROM EXTERIOR : ND. 42371' YOOSEF LAVY, P.E. CCl91L1110 ENOMEFR OHaO.►E►•e.iAt 1m•rarwe•rWo Not P W e® 10100171AW WIT! / 101 O STATE OF = W ' DMLIa IOIAS 70243 ASSOMY GRAMM S e^ ''t, 0 It V?� r. 4040o-4 DM F „ WM 100A1es/le7W BOX mm men ►/Flfr/O MAL f'a AR R N/A 12Ae/0o B x.srAunw lull NSTALLARCH ANONOI.— OE BY HOOD BUCK BY OTTER - CHAR BEITIEEH WINDOW — FLANGE B WOW a1CK Q By PER00� CAUL( / FED �J EXTERIOR MUNDON IA Sill PERIMM BY OTHER FGAI" III, 11111" — BUCK WDTTt— MOOD BUCK ! MASONRY OPENING SHIM AS REDID. By OTHERS (SEE NOTES) � FLANGE TYPE WINDOW FRAME Q T GLAZING (TYP.� SEE NOTES) PERIUEIER CAI BY OTHERS SHIM AS RFO'D WINDOW mar" — (SEE NOTES) EXTERIOR /� D a�MARBfL SILL STOOL PRE CAST SLL d . BY OTHERS BY OTHERS .. CAUL( BE111EE11 WRMW FIANCE A PIE CAST SILL WITH VULttN Ile ADHESIVE CAULK OR C C F` TI n Al 1 APPROVED EQUAL 92E8AL MOTES 1) SHIM AS REQYI AT EACH NSTMLATION MOM NTH LOAD MARNO SM. MAIL AUOWAB E SW STACK TO BE I/4'. 2)) wIM00TO iRAIE WTFRllIL ALLOY 0061 7) CAW; BDa10 TrOOTO AMMUE AT HEAD AND .LAMES. SILL NUST.BE ATTACHED To THE SUBSTRATE MTN VLAREN 110 ADHESIVE CAULK O1 APPROVED EQUAL 4) APKJCATM OF vULM lie MANUFACTURER 'S EVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT S) CAW! PU0►EIOR SEAL ALMOND 1100WINDOW1 OF WINDOW FLANIX 0) 7 CLAM THICKNESS MAY VARY PREOLOREfENTS OF Arn n300 GLASS CHART. THE ABOVE ARE POSITIVE III NEOARVE 9TRUCW1RAL DESIGN LOAD FROM•CO►NARATIVE ANALYSIS 1 HAVE NOT MIEN CAPPED BY IMSULTS OF WATER PERFOR MWE T6mIG. WHERE THE WATER RE99TANCE TEBT RECIUMIN1NT OF IB 2 OF OEM LOAD APPLES, POSITIVE DESIGN LOAD AFPLIE% POSFM DESIGN LOADS TOLL BE UNITED TO 40.0 PSF OUT TO WATER XV PIEMWR OF &0 PS7. ACHIEVED N IM. 0) NSTAUATIGI OF FLANGE iRA1E WINDOW N CpMWM ON MAOOQY LPEKDO USE J/IC CIA TAP" ANCHOIM OF SUFFTCENT LENGTH TO PROVIDE MIK 1 1/4' 0®FDMDNT INTO SUBSTRATE AT IDCAT05 SHOWN ON CHART. Y)) SEE ELEVATION FOR KEY TO TAPCON LOCATKINS, 10) IF ENACT ISH" IS NOT USFED IN ANG1011 CHART. USE ANCHOR OUNMTY USTED WITH NEXT LARGER SDE. FOR THE APPROPRIATE O[90) PRESSURE REM ONE BY 1MOQU BUCK BY OTHER 1 4' MN. aTeBEEDONENT INSTALLATION Q d ANOIOR CAUL( BETWEEN a MOOD BUCK • \ MASONRY OP00 0 BY OTTERS CAI" BETWEEN wN00TO FLANGE MOOD BUCK SECTION 2 WINDOW WIDTH. �1 C D I E 2 / WINDOW FI _ H13 TH F � 1 -.-j ELEVATION VIEWED FROM EXTERIOR 4N SEF L PNI 1 No. 42371 0 STATE OF ,• ? Sri �^ ••F�OR�O�'• (i rFNN 0NAL ieV NM144NNNN``�� G.A. 2 WINDOW CAS DEIGN - DEM TAPOW ANCHOR LOCATION SZE (INCHES) PRESS PRISE LOCATIONS GPACIY N Pff CJIPAQIT N Pg 2212 1,219 127 -127 In -in AB F.Wu .114 114 w -w 120 -m " ►.01U 12 x A 74 -74 tw -1N AD I.wu 12 1t w M -48 IN -1N AA F.WU 12 x 42 [+ -a1 In -I" AD ►.61U 12 x 00 A _W _ _ AD F.WU 1 x n as -w AD rAIU I4 x n +01 -1w Iw -1w AC F.aN1 14 X N /2 -2 1. -120 AC I,Wu 14 x 20 so -w 122 - ,j AC F.Ow If25 41 -41 112 -10 AC 14 x tl 40 -40 IN -to AC f.wU 11 x w 40 -40 - - AC F,WU 111:4 72 tl -40 - - AC HAW 24 t A M -42 1>0 -125 AC I,aHI 24 x 14 w -w +w -tw AC FAAI 24 [ A 44 -N IN -tw AC F.a)U! 24 [ w 40-40 A -7 AC 24 444 40 -40 w -0 AC I.ONI 24 x w 40 -40 - - AC F.tW 24172 40 -tl AC ►AMA w t 14 47 -47 Igo -12D AC FAHU n t 24 41 -41 N -tl AC raMl n [ w 40 -40 N -N AC ,0 400 r; y 4 - 400 m n AO rmu 22 2 w 40 -40 - - AC F.wu 22 t 72 40 -40 rA 'AN 26 [ 11 41 -41 It2 -114 AC 'AM 31124 40 -40 67 -07 AC /.WW1 A 1 w 40 -40 72 -72 AC 1. 31142 40 -40 Y -tl AC I.WU a x w 40 -40 - - AC FAHU s [ 72 40 -40 AC /AMU tl 1 to tl -40 Iw -t0♦ AC ►.Wu tl t 24 tl -40 w -w 10 F.WU tl 1 20 40 -40 w -w AC r.Wu f.m tl t tl 40 -40 40 -40 AC F. tl t w 40 -40 - - AC FA IU tl [ 1 40 -40 - - AC mu 40 t 12 40 -40 104 -104 AC F.Wu w t 24 40 -40 as -w AC r.WU 40 1 20 40 -40 40 -40 AC I 4.alll F. w [ N 40 -40 40 -40 AC fAPU 00 2 w 40 -a AC rAW 72 t t4 40 -40 101 -tM AC I.WU n 1 24 40 -40 0/ -01 AC t.a+U 72 t a 40 -40 40 -4o AC %WU R 1 s -40 404. 72 [ r b -� ACC FAW 72 tw 40-40 - - AC rAW M 1 IF - - w -tl AC rA NH IN,1 24 - - 42 -A AC ra ti r [ 20 - - 40 -40 AC r.wu 04 x w - - 40 -411 AC ►•a1U N 4 IRA - - 40 -tl AA rAHU w ItN - - w -w AC ►.aNH w Al 24 - - tl -tl AC r,Wu w R a0 - - 40 -40 AO ►.IU U w t 2• - - 40 -40 AC ►,GLU r • r - - 40 -40 AC rAW YlA JOB 004-OZID , �r.. W4R I?� YOOSEF LAVY, P.E. CONSILTNO ENGINEER wet nmw LANL MR / 1N N11 L 0n4 r• 04I1` TO lime •FA v Kew • M" D Ism ASSMILY ORAUN) oAlLll TQAI M42 (214 4 R 214}MD-0w7 amO tow m rCTUR MODM AR P N/A 4un 12/f0/O] p o r6IAlAlO114701R TWO BY BUILD DOWN BY OTHERS CAULK BETWEEN WINDOW FLANGE k FILL STRIP-1 SHEATHING BY OTHERS PERIMETER CAULK BY DRIERS FUWGE TYPE WINDOW FRAME FLANGE TYPE WINDOW FRAME SILL PERIMETER CAULK BY OTHERS CAULK BETWEEN WINDOW *` FLANGE & WOOD BUCK - ' A L1 a CAULK BETWEEN WOOD BUG( h MASONRY OPENING BY OTHERS SECTION 1 CAULK 13ETWEEN F1LERSTRIP k BUILD DOWN BY OTHERS i 1 )/a- MIN EMOMME14T FlLLERSTRIP BY OTHERS. SHIM AS REO'D. (SEE NOTES) INSTALLATION ANCHOR. BUCK GLAZING (TYP. HEIGHT SEE NOTES). JI.A. 5 GENERAL NOTES: 1) SHIM AS REO'0. AT EACH IN ANCHOR USING LOAD BEARING SHIM. MAX ALLOWABLE STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL ALLOY 6003 3 CAUX BEHIND WINDOW FLANGE AT HEAD. SILL A JAMBS. 4) CAULK FOR PERIMETER SEAL AROUND DrTE160R OF WINDOW Fl AJM 5) GLASS THIp0ES5 MAY VARY PER THE REQUIREMENTS EF ASTM E1300 GLASS CHART SINGLE (LAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUTTED O) W M WATER REMANCE TEST REOUgIDENT OF 157E OF DESIGN LOAD APPLES, POSITIVE DESON LOADS VI L BE UMITM TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 5.0 PSF ACHIEVED N TEST. 7) 136- TAPCGN TIPE INSTALLATION ANCHOR MUST BY O* SIFTILIENT LENGTH TO PROVIDE S INSTALLATION SCREW AT HEAD ANDJAMBS T 4- EMBEDMENT LENGTH TOOAGITVE 1 Ilar MIN. EMBEDMENT INTO wow rRAMOM 3/16' CIA. TAPO N ANO"GR N1 #B NSTANLADON SCREW To BE PLACED Y MAX FROM CORNERS ! 24- MAX O.C. MAX BETWEIM B) BUILD DOWN AROUND THE O RVE PGRTI ll OF BOAOW FRAME TO 6E ENGINEERED BY OTHERS SURD DUN MUST BE Or SUFFICIENT STRENGTH TO ADEQUATELY TRNNST X LOAD FROM WINDOW TO THE STRUCTURE. O) EIEYATIOFK SHE/ COMMON CONFIRMATION& 11 IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS, THIS SHEET APPLES TO ALL CONFIGURATIONS OF FIXED ONDOW FRAMING SYSTEM. WINDOW — SHIM AS REO'D (SEE NOTES) FLANGE TYPE _ t I/4 MIN. WINDOW FRAME I\ v I�E?NBEDMENi JAMB I\ CLAZING (TYP) SEE NOTES-- _ v CAUL BETWEEN WINDOW 1 UWGE SHEADONG G Xrr..a ONE BY WI)OO PERIMETER CAULK BUCK BY OTHERS BY OTHERS CAM BETWEEN WINDOW FLANGE R WOOD BUCK. SECTION 2 LL I ELEVATION ELEVATION Q 1 1/4- MIN VIEWED FROM EXTERIOR EMBEDMENT. VIEWED FROM EXTERIOR SEF11[WNRN+++ +++i YLA JOB 0 04-WIF t. INSTALLATION i} ; YOOSEF LAW, P.E. y` ANCHORS Ho. 42371 i CONSULTING ENGNEER tlOOo FOIOf I/VE Sul[ / 100 IGI W. Oti E • aria 0 MM • FA 1. $if= • bh% U MR1 j A W DALLAS. TEXAS 75M i STATE OF '� ' a �'+ F' R INSTALLATION DETAILS TWO BY BUILD DOWIN F+i+ •'• f•[ p p 10P•'• �? ' SERIES MO/1350/1670 DESIGNED PICTURE MNDOW �' N -• ER, f7/1fD ++RM too, , 1 MA L AR IP N/A .LLOf To' DATY DR mu am p 12/10/03 p owALAIM 1450 Poll CMCR"t OR MASONRY "'NG BY OTHERS ONE aY R000 9Ua1 BY OMLAs SHIM AS RLG•D� (SEE NOTES) SNcoo - er anaHs PERIMETER CALAa By OTHERS CAZNC— (SEE NOTES) DOLMOR INSTALLATION ANCHOR gX7A=i ARE NOT RLO.o.) G C I I ° /4 INSTALLATION ANCHOR SHM AS REOb - S/1r Qw TAPDCI (sm MOMS) — CAULN BETWEEN DOOR rRAME - rOOD BUa( B JAMB MASONRY OPE NND By OTTERS � CA�O (SEE MOTES) I. NON. I. 1/4• MAX SIR11 SPACL DOOR FRAME HEAD DOOR "Doff PER•CTER GLILX J BY OTHERS STUCCO BY OAHERS DOOR MOTH r 1 ° '_� 4 • 4 • 4 • HOWi°STWIP3e 1--1J/r YaE LIBERALLY APPLY CAULKING • • 1]IeWMONT UNDO SILL N SET SILL IN 90 OF COOW". e 4 4 0.AZ•NO (SEE NOTE CONORM OR ANCHOR MASONRY oPO4N0 SECTION A -A 3/18-I�A1ON PCON By t7MW 7/fe' MA. TAPCOI l! I ooa MATUMN, ALuoan ULM M& I~ IKAlawrIV ONBt "m MM om IF YHO RmIT LON LO ALKK IN DOMMIT or1-11r Mm ALTOWN LOPM FMIAIIANOI ANOYM F OFT m 9A X ■ ALL 1RAR 10� a[ LAM CMAY "M n7MEta 10L MOM 010801 OF OWL o r Dutr m of M NOT IN= M mKMR own. UR AWKIN o1LARtIT Upw WIN IorT to= on Im OE AH1UM gmA IrOIL EO POO¢T am t IB2 MMW rpm am MU A =FaWAIO1 m /•WU CFOM 1OIAA1m aA•IL iRt &=a HUD APP MMm. TONONO 4LA/ THMM WAY WRRT AIR IM LWMTB S ARY CA OILS! OWN q JLL ra=R on= M �r o WOO FOR iom�iu� I N D ME Fum WIN P MOM Or vITOOff Umm 10 A M1M / 2U CODS Mt m A arwm MINA !MILL AA wo IMAUM I WIN AS RIM AT EA W v A1Men LAIM ANIRM NAIL ALLDWRA NM rent TO O 1/4'. . 11 AIL am, NORM BE MA om or 41IMr1OBON Al1RA•R MAIDLIM . . i . r MMN ►MQ AA 7 AOKmm N® PAR mrw m owma mvms ARE AA Lmw CM N2IALL►IA21 OWL II) MOT ALL INILE"AIIOM n:9 AM NLOLILI o1 OO ORAAN4 1N1NmMI ILeTAllA/101 IL[nn.A •NH•'. 1-r • 1m faAL 4ONO A/RY TD II topcm l I p ALL s In If mrlaw•nela I•) W WDIL SA VINOUS RTRmI MMML no PM m A Ar at IQ 071E 1= 0pM 4A ma 11 !fall i�A WAR All AI•!O A •O • 440 >OMI ' I OME 0001 IS MLllm ■ 1000 fRAIIIL aPUCRAN. wIL IRto RA ornIN wamrl IDOm AOA[K 1-7ur R0 MR. OOmlorr 4RWWI L ftm PD ow" r IRON L1,DOM A se Olt MAt IG.A.9 - j tm BY MOOD am By OTHERS MIALLATNIN ARMOR D /a I" ((1rP. ' 01NI( TAPCOFH! AN' E NOT mwCONCRETE D ) o �ORMASONRY p By 07 O . p er OTYne A I `INSTALLATION ANCHOR 3Ar Qw TAPOOL p `- CAULK tETWEE N M000 am A MArY OPD1m By O0RA9 LML ort 1/4- MAX OILY SPACE SECTION 0-0 CAULK O DBUCK M(R I mam BY OVER! BY OTHERS TAPCON INSTALLATION CHART CALL DOOR UP lD 46 PST n H3 UP TO UP TO 4e P SIZE SIZE 43 PS ID 10 TO 70 7o Psr 43 PIF TD m TO 70 OP Pi m P!r 0P OP PSr Ps► IP SON m Ox RR m R m S S S 4 S 4 • emmOR•RR 72Rm 4 4 4 5 in i 4 S • 1� in COL. LNO Im x so e 7 • S 4 a aim m OL RR m R N S S S S 4 S 1 "W NO. OR. A 72 R N S S 2 a 4 S a 000E a0. OR. 70K N R N 4 4 a ; 4 a a HOBB 020 101-1A R m S S a 4 S 4 a I20N cxo 146-0/. R 10 7 7 a 4 ] 4 a IS= OxD 111-y R an • 10 11 4 S H 4 S lam 03M N-An R t1 a 1 S a 4 a a IIOfD OW 101->,h R N e a e a 4 e a 120N am 14B-DA R M 7 • �a ; 4 e • •ON felt 106-a�/b R N e a s 4 S 4 S 120611 Hot 142-" R e0 7 7 1 4 a 4 a low 70H 176-Vb R Be a 10 11 1 a 7am lot H!d-4yIIL R N a ! S a 4 a m •O111 f01-ILp R N a 1 1 ! 4 1 1 12090 ux 142-M/N R N 7 a 9 a 4 • 0 12.ON 0)= NRDII I44-*A R m 7 1 e • ] 4 0 IBM am' "" R m t TO 12 • ! • e Tom 010L0. RRRR 120-. R N t • 7 S 4 e a 12000 Oxm RRRR I44-ILA R N 7 r • S 4 1 1 to= om N 2 14 a G 1-1 4• YIN. T OR MASORr O4N11O tnloCo By OnHr>ts By OTHERS CAULK 9ET•1ED4 �— MOm BUCK A SJDM GAO DOOR HOOK fiR1P A R� A EXTERIOR ELEVATION `•QTALLATiOI ANaIOI 1� •• Pi aimo GLASS 3/18• OA UPCON y` IJAN rA . luD001 d1E7rOOK '�J'�••1F IC •'yC.• HOOK STRIP DETAIL mac, F To11� 2l•dTiN•t: tsa�•IA�anpn•o+nn 7>L7T T.0 7:\�i _ easAssfOl .. Ipti 117',: SERIES 420,143E 440 SLIDING GLASS DOOR _OWMATION DETAIL /�• • • , Gaol rw w 02�7e etE' 02 2 B GEN=ooz4 �.� �....�s� .. .�.� ter` 2.. eMw as MLI� NSA r rAr.aa• s m sodA COMCNEW PESO of IRO I WON ANIOPIO1 OR 3/11• nx imcm r rwOM a 13-1/2• ac MAX BY on By 3 2myaask i1a1000 'LAX By D11HDm Hsu pox I SIGN AS b (f[[ MOMS) 4 STUCCO NY OTHO PCFAIxn CAW IT 0.1(x3 Do" n 'EAlt QTTTOOI CLAIM — (sa Morisl >w AS ME" � MSTALLATIOI ANON (SIX wits) r• can CAULK A rAASOWY arvom °° , MS FRANC 0?O■10 fY OTHERS e I r (GsLaAmO,<y) POIMETDI CAWI — eY OTHERS sn= By OT1EMS Oml tttort 1 00011 TEM - 1-1/4- t■L T " T commit p ON MASONRY or prim p ` 1Tp h 1100D . 3M7bt ANCHOR a TAIOOt •• FROM T710S • I3-1/1• nC MAIL h OTEK p NSlAL111)M p Maim xuw CAILx BETI 71 WOOD 9" a MAn OPENING By onm SPACE2 x a MOCO BUCK By owcws SECTION =e (ma Mox le) ■ \/ 1 0 1 s3,n/1 TtIVOOT N CALL DOOR TAA= SLL M HCAD FA AMIS"m $112, SZE R SIZE IN tr To w PW a ►W UP TO 44 Ps 1 11 To a To OONnOLORAnON INCHES esPsi to e0 TO 70 tl TO GO 10 70 Ps 70 PW ' OP Per•a par OF OP PSF op PIT DP O► ES1G 7a OIL 0 0 a W 3 7 ' 3 ] 7 3 ♦ 0 GOES IQ OIL 10 n a eD 4 • 1 ♦ • ♦ 1 y 60ES m at. b M 2 eo 6 S e ! S • N 7 "me xO, o11 lot 120 IT so • • 7 N 7 • 1 1 e0e0 Itbt O4 f0 GO a 3 ] 3 3 3 1 ESe0 HID, olt 10 >7 a Co3 .3 3 3 4 • 4 e e eoeo OIL fnt a b 4 4 5 ! 1 ; 1 • sm a" 10N-LN 1 e0 1 G 4 G • T • ! 12oES amo 143-LA N e0 1 7 1 7 N to ♦ ! Ism Ox0 ta 0 ei-API a to u G u 14 1 s 7e60 OIto 91-3p L •e e ! e 3 S 0 1 0 ow mto 101-L• I M e • s e • 7 1 1 tfoe0 WO 143-N/f a fe 7 e 1 b 10 12 1 e 1_ 1] 11 0 Tus x ONE leY en f01-IM 1 60 s s • e • 7 ♦ ] Hobe Imt Ip--A• L so 7 7 e 7 e to ♦ S Ism ION 176-Nn ■ So a to to 1 13 11 4 3 Tom mL T■-" x M S ! s 6 s S e / GESD SIX 106-en It M 6 7 1 S • 7 1 e IsOMO TIO 117-•n a N 7 e 0 7 10 1/ 1Tom 0 n n 1s own 1206e 010% 10001 1u-- 100 7 7 1 1 1 10 4 ! tbosa am xxxx le2-AA a eo G 11 12 to 13 Is 4 1 TOM =cm mat In --IN x is e 6 1 1 a • / 1 um COWA 10001 ...... w..w ..... 144-Le 1 Sb .•1_.� . r 7 • a II N 14 0 1. to t• 11 17 1 N e A Comrg opt CAt" KTTIEDI MA WY OPDAY. MOOD 111 f ! By OTHERS d • MA" OPOMO By OnEy • CONCRm • N Olt MASONRY d It 4 4 DP�o d d BY OTHMS LIBERALLY APstr CAla101n . 1-1/4' ION. ♦ 01R1lIOIT suoNa aiisi DOOR NOW Sim 4 a . UK" SILL OR SET SLL of 4— I d so or COMt3Txtt • C SECTION A —A a �rM d T-1 1. 1■; rc o d 11 No W 1001, IIIMMM ALLOT 4017. d IMbOM rW111MAMAOI ANO1010 •>•1 MYlf 0 p S"MT IDIOM ro AC4.0 ON, O�OfI fI IW' ItTO W11aSY 0 /EAIOMf. 09 BMW WALLANCI AN MPM Wa NC 0 M01Kaf1 IDNtM 10 AC M A Ott or 1' em I" NY NOW mm ILL AITOOArt tDEOI "uWNCI A10004 rMO1r N) at" 0 rwm IRL OIC CRICK rw Np1[TO fK Now D mum O. DOW N N Ducr OOto sma HOT Um ofNOTnUTM Alloy 014I111i. UM WHIM OWNNIOT T LOTm MTN NLAMM sm Ya INKA/flp■ATx 0 PTgs/M wn 1a1 Pam" am N7KS tax TIMES? NI►AO COON 911 • Latrw"IO/ 10 reNsm Wawa If AStM MA TuINOWaM 2 GAM Aue wnOlm MOVED W33 VGMM OUT VW q aauroaq clawn IT SIUCCO, ALL /ACWT ORNS PEAKS PUT OtSM ra TAP001 APCHM MAD lM IWAO MIN A NOIMNe O 1urH0et1 ROOM A PmAK sm r x1AlEA1IDIt INTO TIO or am Nuol CALL M[1114M q me /'L emm r[ la R Smo raw A MALL Aft ■m slam MOOD a SUDW 1 OW AS Nm0 AT CA MIt O N um"1IOI mans IIM LOAD Km" fa am Auwu sm slim To GLASS am t 1/f. SEEK 1?w 11 tL eOTmuAOg10 AAOM St WINO O/ C01100Ct Rt•TAITI MATUML 1� •Q ti • C --1. MEMO PAM Ale W WOMMS HIES PAIp AINIOM CO/M1l IMMS AR AS IA1m a-13fALLANOr gANR auk• (SL[ MDRf) MSIAILATICI ANCHOR 113 LOT Ali OOANISAIANOO USIm ANON AR[ e10NM OI 11O 11OIC IOT/ALASOI WCWNS •A -A•• i-•' 7/1r OM TA►EOM • toot our OCIAL A/f v ro NtSfAlU0O1 a ALL MAOOm Oa/OIAl1Od fUOIMC CLASS 11) MY ALLOWS VIVA 89 1 UPM 111a0O • FRANC M.L. ro R 2Y OE DOOR MTO1D01 IH win 17• SDeAI CMC No a SEMI Nq GMT 410 Arm" ro As a NN Nbld II� Sol CO 2N1 To10 MOT 10 So 1MNRT IMTOm TOMArsO TK IOW 10 NM MASON Y OOfoMR a OW" tnweNWl HIA1t1a HOOK STRIP in cool NM1>01m w.an or " mtcl m ■ no rV. -pETAIL DOW NOT" r DOOR A - EXTERIOR ELEVATION Q`.46 HO i *� TI01 t �•c.Rwa R 13ee2.1L �. Gumi-ar.� a nMI • • SERIES 420/430/440 SLIDING CLASS DOOM tI. INSTALLATION DETAIL WITH TWO BY BUCK IN MASONRY "'♦haaa• 1 12/03/02 1 0 1 Tu.LN- 11 0 nV E r.A 1. UESu:1� ANO 1FSTED IN ACCORDANCE WITH FLORIDA BUILDING CODE, Q. JAMB DETAIL TO BE IN ACCORDANCE WITH DWG 409783. INTERNAl ICNAL 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' 1 10' 9' 1 8' DESIGN PRESSURE 44.4 60.0 60.0 1 60.0 TEST PRESSURE 66.7 90.0 90.0 1 90.0 JAMB LOAD LBS FT 267 300 270 240 NUM. OF EXTRA BRKTS PER SIDE - 1 - - 7' BRKT LOCATIONS - 12 - - 8' BRKT LOCATIONS - 12" - - SECTION IMMEDIATELY BELOW THE TOP SECTION. 9. THE STRUT PLACEMENT ON DOORS CONSTRUCTED WITH 5 OR MORE SECTIONS MUST BE CONSISTENT WITH THE DOOR SHOWN. THE STRUTS FOR THE ADDITIONAL INTERMEDIATE SECTIONS ARE TO BE PLACED AS SHOWN ON THE THIRD SECTION. 10. THE STRUT PLACEMENT DIMENSION ON ALL SECTIONS LESS THAN 20.812" MUST BE REDUCED BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT & 20.812". 11. DOOR CONSTRUCTIONS OVER 8' TALL ARE AVAILABLE AND REQUIRE COMMERCIAL TRACK. REFER TO DRAWING D-408352. OHD/GENIE EQUIVALENCY CHART OHO DOOR SERIES No. GENIE DOOR, SERIES No.1 PAN THICKNESS SERIES 188 SERIES GDS300 24 Go. SERIES 189 SERIES GDS30R 24 Go. SERIES 281 SERIES GDS200 25 Go. SERIES 381 SERIES GDS550 25 Goo T- T OPENING HEIGHT (VARIES) SHAFT (VARIES) 2" X 6" WOOD JAMB 2" X 4" WOOD JAMB „D" OR EOUIVALENT HORIZONTAL TRACK & COUNTERBALANCE 12 R -OPTIONAL SPLICE IN HORIZONTAL TRACK AT TOP OF RADIUS HD„ �405964-0002 405964-0002 END HINGE 1-1/2 - ROLLER SHAFT BRACKET 405742-0001 (2 REO'D) 407605-0004� TYP 2 PLCS 061166-0001 TYP 2 PLCS 407605-0003 TYP 2 PLCS 061166-0001 TYP 2 PLCS OPENING HEIGHT I MINUS 1 i 046450-0003 54 1/2 36 968 I 1 520 i/2 2.043 I i I t t t 405964-0001, 405964-0001 VIEW "D - D" 2" TRACK STANDARD TRACK DETAIL FOR 16' .068 THK (VERTICAL) SCALE: 1/16" = 1" 607935-0005 &- 405831-0003 TYP 4 PLACES 407605-0002 TYP 2 PLCS 061166-0001 TYP 2 PLCS 405771-0001 061166-0002 �- DOOR WIDTH CENTER STILE I ROLLER SHAFT END STILE STRUTS/SECT. ROLLER VERTICAL TRACK JAMB LOAD HARDWARE I BRACKET GAGE ( PER FT -HT) I 16' 3 SINGLE YES 2 X 3 065 2" X 7/16" 200 STD. .068" NOTE: THIS DOOR IS DESIGNED FOR A +/- 25 PSF DESIGN WINDLOAD PRESSURE AND +/- 37.5 PSF TEST WINDLOAD PRESSURE. TER FILE Gov -I'l--p-q cgs 31 SECTION "C-C" SCALE: 1/2 INTERIOR ELEVATION SCALE: 1 / 16-=1 " THE ORAW AMO/OP TECNIOGL IHTURYATION ON TMS SHEET IS THE PROPERIY OF OVERHEAD DOOR CORPORATTOH OP ITS SUDSRIIART MIT 6 LOANED w COWIDEHCE FM f-EERP:C ATAIITTw ASSSTAHCE g1RPOSES ONLY, 'D wr HOT OE REPRODOCE0 OR USED TO w ACTURE ANrtTWC O,SCtDSED HEREON IVTTTIOUf THE r-csS PERUISSIDH OF OVERT, DOOR CORPORATW WHICH "Ay REU ITT5 SHEET AT A -E. BOTTOM FIXTURE LEITER DESCRIPTION DATE AwF C REV PER EN 10099 01 09 98 J D REV PER EN 11060 OS 29 02 M E REV PER EN 11265 11 12/02 D1 �UIL. ;1NG DID �lopj f-" 2 L9=4 cAoko� CENTER STILE P/N 408680-0004.5,6 22 (3 PLCS) 407603-0001 / (9 PLCS) HS STRUT V.37-s-ps! TOP FIXTURE END HINGE TUBE STRUT AND STRAP - 1 7/8 THK. SECTION "A -A" SCALE: 1/4 (7'-0" SHOWN) 8'-0" 11 MAX. HEIGHT 15 \-409334-0001 11 _Y IT _-;- rR- 5 IMIESS OTHERWISE SPECIFiFD -E DATE .DTurwc"-'. �^ 7 �� PE TH wa:Ta.rn.Nca ov EpHEAD � p�q 4us. HOARY+ �: - _tyyl bL0l1D; i 80/281 /381, U G.J.MOORE 11/18/94 .-%25/37.5 PSF, OP,ET40(S DAPElO6 )0' • uATERw: OIELH'ED En: T 16'-0" MAX P , AT ,,,,�� N/A ADA JOHNSON 1 2/01 /94 --5ER - m. • ,� . �,� APPLIED fpuPSH: TT IXFASURE APPROVED EO: NIlu9ER NONE EAD408832 CH S.B000HER 12/01 /94 �. 3/8 1 SHEET 1 a my L ca UTTER DESCRPnOR DATE C REV PER EN 10099 01 09 98 D REV PER EN 11060 OS 29 02 E REV PER EN 11205 11/12/02 .108 STK.070 STK 0 0 } 2-11/16 0 0 � f� 2-13/32 P/N 409808-0001 , TOP FIXTURE 2-1 i/32 -}--� .091 MIN I 0 to 3-9/16 o 0 t--�- 2-7/16 P/N 405771 -XXXX. BOTTOM FIXTURE 2-1/a 1/8 1-7/81 5 8 .030 THK LENGTH = DOOR WIDTH - 1" P/N 400650-0001, ROLLED HS-1 STRUT ORANGE .070 MIN 1 -1 1 /32 2-9/32 I I I I I I 27/32 � 1 -3/32 4-3/8 � •L t�--� 1-3/4 t� 000 O° O° 1 I i I I I OI 0 0 o O 2-3/8 3-3/16 �JIII 0 2-1/2 H oho II 2-1/4 —� .090 MIN I -4— �-- 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 I.065 REF P/N 607935-0005 STRUCTURAL TUBING RECTANGULAR 065 THK SCREW P/N 605911-0001 SECTION "B-B" CENTER STILE P/N 408680-0004.5,6 Q TUBE STRUT 607935-0005 AND STRAP 405831-0003 EACH CENTER STILE END STILE WITH CLOSED END CAP 2 P/N 408794-0001,2,3 SCREW P/N 605911-0001 PiRT NUMBER I "L" 405964-0007 3-1/4- 015450-0003 4" 5-1/8 ---{ 7/16 DIA F, I 1-13/16 DNA vI t 7/16 { j— PIN 061166-0002, RCLLEF. ASSY SECTION "G-C" O O O 2-.1/16 THROW O 4 5/8 . 0 0 0 0 �- 3 — P/N 409334-0001, SLIDE LOCK ASSY COUNTY " 1-3/4 H 4- .108 MIN P/N 405964-0002, BRACKET, SCAB JOINT 3.00 � � � 3/4 0 2.00 T ° P/N 405831-0003 STRUT STRAP 7-REF �J CENTER STILE REF P/N 408680-0004.5.6 < 7/16 7/ 16 DIA REF 1 - 1 3/ 16 DIA �. REF Bulwil � Div. 2-9/32 .070 4MIN I "H" I � O0 0 3-3/16 0 0 �d P/N 407605-XXXX. END, HINGE PART NUMBER a0760 0002 ..H., .85 407605-0003 1.10 407605-0004 1.35 407605-0005 i.60 SERIES SELECTION GUIDE SERIES INSULATION PANEL GAGE 184 YES* STD 185 FLUSH .'..021 186 YES` 188 189 ,c;RANCyy" ' :502•.L';.'w' 281 284 ,LY75H 09° 285 I < gANCN OTS 381 �-E,5x� •..: ? S7D : ,;,r.L)'T8 :::; 384 385 .' <i±i Y8 4 `t:'_:.. f?ANCH P/N 061166-0001, ROLLER ASSY, TR--, DOESNOT.0 NCE'-7} ,-WTEGRITY-O! THE;;DO_ - STEEL HS-1 STRU_, i'.. P/N 400650--0001 " MESS OTHERWISE SPECRIED p KWE TN[ URAWTNO ARD/OR TECNNCAL TNFOTIWTIOR ON TNS WQ,6VNS US TRo�:TaTUAm d EpMEAD Oq p4WR W. SHEET S TME PROPERTY OF OM04EAD DOOR CORDOR•T*N t[nwL wtl AN4ES OR TTS SUDSK W AND IS LOANED N CONFIDENCE FOR PRLWSNM NAWfTG6 , n JO' 1 EAAS v :„s`O C.J. MOORE '' .1 1 / 18/9. [NPNEERM AND YUTWL ASSSTAICE PURPOSES ONLY. wi[iIL: AND wY NOT DE REPRODUCED OR USED TO w UFACTURE , m m rRrna.s N/A CNECMED W .. -' ADA JOHNSON 11 /22� AWT—C DTSCLOSED NEREOR W'T"QUT THE EFPR[SS ,nr APPLIED nNis�. Wn Or uFASURE: ER SSION OF OVERWAD DOOR CORPORATTW WHICN wY m- . m Am.sa AFPROIEp er . -'[ REm Mrs SIRET AT Arc TIE. NONE EACH S.B000HER 1 1/23/9 bAD, /80/281 /Y x = 25/37.5 PSF, F •'*'- 16'-0" MAX ®-408832 SCAF: 3/8 $N[Ei 2 OP V nu Tco t. DESIGNED AND TESTED IN ACCORDANCE WITH FLORIDA BUILDING CODE, INTERNATIONAL BUILDING CODE. AND INTERNATIONAL RESIDENTIAL CODE. 2. DASH NUMBERS REPRESENT VARIOUS SECTION HEIGHTS. 3. FOUR SECTION 7' HIGH DOOR SHOWN. 8' HIGH DOORS HAVE FIVE SECTIONS. 4. SECTION HEIGHT OF 20.512. 19.0() & 16.75 ARE AVAILABLE AND MAY BE USED IN COMBINATION TO ACHIEVE OHD/GENIE EOUIVALENCY CHART OHD DOOR SERIES No. GENIE DOOR SERIES No. PAN THICKNESS SERIES 188 SERIES GDS300 24 Go. SERIES 189 SERIES GDS30R 24 Go. SERIES 281 SERIES GDS200 25 Go. SERIES 288 SERIES GDS500 25 Go. SERIES 381 SERIES GDS550 I 25 Ga. VARIOUS HEIGHT DOORS. 5. EMBPSSMEN T PATTERN OF 14.50 X 20.375 SHOWN. ALTERNATE PATTERNS OF 14.50 X 43.375. 12.50 X 20.375 AND 12.50 X 43.375 MAY BE USED. DOOR WITHOUT EMBOSSMENTS ALSO AVAILABLE. 6. TORSION SPRINGS SHOWN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS BRACKET. REF. P/N 405964-0002, ON 8' HIGH DOORS ONLY. 8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE SECTION IMMEDIATELY BELOW THE TOP SECTION. ALTERNATE WINDOW STRUT CONFIGURATION- 1 HS2 ABOVE AND 1 HS2 BELOW WINDOW FRAMES. 9. THE STRUT PLACEMENT ON DOORS CONSTRUCTED WITH 5 OR MORE SECTIONS MUST BE CONSISTENT WITH THE DOOR SHOWN. 10. DOORS CONSTRUCTIONS OVER 8' TALL ARE AVAILABLE AND REQUIRE COMMERCIAL TRACK. REFER TO DRAWING D-408352. 11. REFER TO SHEET 2 FOR SERIES SELECTION GUIDE. 12. JAMB DETAIL TO BE IN ACCORDANCE WITH DRAWING 409783. JAMB/SCAB BRACKET ATTACHING HARDWARE SHALL BE AS FOLLOWS: WOOD JAMB - 605574-0001 LAG SCREW, 5/16 X 1-3/4 CONCRETE BLOCK - RAWL LOCK BOLT, 5/16 X 1-1/2 EMBEDMENT t3. ATTACH STRUTS TO STILES WITH 2 SCREWS AT ALL CENTER STILES AND 4 SCREWS AT END STILES. SHAFT q (VARIES) OPENING HEIGHT MINUS 11- 3 1/e 2" X 6" WOOD JAMB 2" X WOOD JAMB D OR EQUIVALENT —�HORIZONTAL TRACK I & COUNTERBALANCE I y 12 R `OPTIONAL SPLICE IN I HORIZONTAL TRACK AT I TOP OF RADIUS \ 405964-0002 405964-0002 a7 046450-0003 36 405964-0001 5 STANDARD TRACK DETAIL FOR 9' SCALE: 1/16" = 1" 72 —y F—.968 2.043 VIEW "D—D" 2" TRACK U=IHIL SCALE: 1/4 (9' WIDE) ;K DESIGN TEST MAX. ROWS OF NO ROLLER, SHAFT VERTICAL JAMB LOAD PRESSURE I PRESSURE DOOR WIDTH CENTER BRACKET AT STILE STRUTSI ROLLER LTRACK (LBS/FT OF HEIGHT HARDWARE (PSF) (PSF) (FEET) STILES JOINT GAGE AT DESIGN PRESSURE) 37 1 55.5 9' I 1 SINGLE YES HS2 1 2" X 7 t 6" TR3 .057" 167 I STD. APPROVED PRESSURE RATING CHART DOOR WIDTH 8' 7' 1 6' DESIGN PRESSURE 46.8 60 60 PEST PRESSURE 70.2 90 90 JAMB LOAD LBS FT I 187 210 180 BRKTS OPER XSIDE I t I t t 7' BRKT LOCATIONS 54.5" 1 54.5" 1 54.5" 8' BRKT LOCATIONS 22" 1 22" 1 22" INTERIOR ELEVATION SCALE: 1 / 16"= 1 " LETTER OESCRVT1 TIATC —RWAI RFP PER DRN 400600 10 19/95 SB ,p RE - SO 4, � V n }►1 8 5E QQ.� io - L ,RE2�EN �zoTil a9 DMW PANEL Co C�D6a SECTION 0$c75-o <�r— Z, 2S�3 ,z3g1 37 -spsF /I— BOTTOM FIXTURE WEATHERSEAL THE ORA-'INC AND/OR TECHM" INFORMATION ON 1N'S SNEET IS THE PROPERTY Or OVEFNEAD DOOR CORPORATION OR ITS SURSIOWtY AND IS LOANED IN CONFIDENCE FOR END EETDNG AND UUTML ASSIS ANa PWiPOSES ONLY. AND u NOT RE At-ROOUCED OR USED To NANUFN�TURE ANYTHING DISCLOSED HEREON wTTNOVI THE EXPRESS PERUISSTON Of OVERNEAD DOOR CORPORATION NN CN NAT RECALL THIS SHEET AT ANY 'UNE BOTTOM BAR SECTION "C—C" SCALE: 1/2 SEr NOTE 4 TOP FIXTURE HS STRUT END HINGE HS STRUT --I 1 7/3" THK. SECTION "A —A" SCALE: 1/4 ID ,HT ::� � _ _....fie: T'•�i' ��i �. UNLESS 07MEWSE SPECIrIED I AD D NN/E oWovso.s .RE N .rc,<s:Tntnvcts a EFHE ON ooq ,� . oru+Y+ tr.: OEC TFNENsws Nwt ow.Drus NZtES , c w P1...�..,F.�.XF o PE VESSELS NATER4L; CNECNED N/A S. 90176HER • ,/•F' A PPUED —w N: UNIT Dr CASURE APPRINp BY: _ m am >m As_ NONE I EACH IS. BOUCHER AD, 180/280/381. 5 PSF, 9 -0 MAX 10/19/05 DR NUMBER D- 408950 10/19/95 %-a, 3/8 1 s-En 1 D, D NOTES REVISIONS OESCRivROH I OAR .103 STK --r.070 STK • 0 0 II II ' 2-11/16 0 o j F-� 2-13/32 409808-0001 , TOP FIXTURE 2 9/32-=.--I I I 000 3 3/16 1 o0 0 407603-0001. CENTER HINGE 32 2MI "H" 070 MIN DOO 3 3/16 J. 0 0 O407605-XXXX, END, HINGE PART NUMBER 'H' 407605-0002 I .85 4076O5-0003 1.10 407605-000A--I 1.35 407605-0005 I 1.60 2 1 1 /32 T-1 .09 t MIN -�I-- 0 �o 3 9/16" O CD 0 .10 O L1 2 7/16" (Z } 405771 -XXXX BOT. FIXTURE 1 11/32 27/32 1 OO 1.090 MIN -- It -- 2.25 I 5/8 MIN. THK. r—LENGTH = DOOR WIDTH - t" —y U 400650-XXXX, ROLLED HS STRUT ROLLED HS STRUT CHART PART NUMBER MIN. THK. STRUT 1400650-0002 .052 I HS-2 lit • 0• 0 0 2 1/16' O THROW O_•] a 5/8" L OOO � 3" U 409334-0001, SLIDE LOCK ASSY (OPT.) 1 3/32 O O o CO 2 H o O 2 I/8" H I O i 2 1/4 I - ` .108 MIN II .108 MIN --. O 405742-0001 , BRACKET, ROLLER SHAFT 51/B" 7/16" DIA [— -1 1 7� " DIA I lD 061166-0002, ROLLER ASSY, TR-3 7 9/16 REF I (1 1 1 13/ 1 6 DIA I REF 7/ 16 DIA. I REF. 11 061 1 66-0001 , ROLLER, ASSY, TR-3 O' 405964 & 046450, BRACKET, SCAB PART. NUMBER I "L" 405964-0001 3-1/4' 046450-0003 1 4" O 405964-0002, BRACKET. SCAB JOINT MANGE COUNTY END STILE P/N 409518-0004,5,6a2 rCENTER STILE / P/N 408680-0004,5,6 a i ` 1 . I STEEL " STRUT O SCREW STRUT SUPPORT P/N 605897-0001 408887-0002 CENTERED BETWEEN END STILE AND CENTER STILE SECTION I.B-B' E Uw MS OTHV !SE SPECRIm ER1iE AD DppR —E -OATi.- '•:ia" OI1A.vuAO TR6' THE DR-90 AND/OR RCHMCA, INEOR—tON OH MIS dN[Nswa u[ ., .C,QTq(AANC[S a \ pJ rUYlAS. qU^y Bt': . :. •• .:.. wy�QLl sRET a THE PROREan or ovERNE.n DOOR coRPDR.TroN OA OS SUBSdt- D[0..; HDIt .NCIcS ��^* O+�TLR I A O 10 w•:.e.�..,..�,,- o Pc VESSELS 91 /95 37/55 AHO t5 LOAHEO D: CONrpEHCE IOR ENO ERIHC AND WTUAL ASSISTANCE PU.>DOSES MI.NARRu[ CHECKED BY: ". AHD UAT HOT BE RERROOUCED OR USED TO -tTFA q u INC OISCIDSED HEREON rrtH THE DPRE55 .. y rw.cTlD.s ...... N/A S. BOUCHER 10/19/95 DRA,.IAw 'y KRUM— OF WpIHEAO DOOR CORPORAMN w CH wT RECALL _ • • ye m.m . +Rwm riN15N: uNIT ar EASw[ NONE I EACH AwRaED BT: S. BQUCHER I O/ 19/ 95 HWBEP 6 THM SHEET At AHT TIDE, scut: 3/! 280/331, -0' MAX -408950 SHCR 2 N 50-0-0 I I TO 1 I I : I �.1 IN. E -- - -------------------- Oil -- �►.� : - iyj _ 014, 01 ,1 37-6-0 ----- -- - --- • 1 1 :- Lam. -- I �� 7r•. �� ,:' 1 it - • - I ®'llail-�l, OR 1 1 I 1 I 1 I CARACAS ELEVATION 2 COFFERED CLG. EAST COAST LUMBER TRUSS DIVISION CUSTOMER: ENGLE HOMES JOB NAME: DATE: 4-23-03 REVISED: 1 1 -22-05 GARAGE LEFT CARC2TL IN ACCORDANCE NTH THE FLORIDA ADMINISTRATIVE CODE 61G15S-31.003 (3) (c), EAST COAST LUMBER IS THE "TRUSS DESIGN ENGINEER". TRUSSES ARE DESIGNED IN ACCORDANCE NTH THE FLORIDA BUILDING CODE 2004. ALL OTHER BUILDING CODE DESIGN REQUIREMENTS ARE BY OTHERS. 2255 IV, FL. ® OFFICEAVOCADO:(321)254-E1581 LBFAX: (321) 3 54-1582 OFFICE: T(772) 66 L2448 FAX: (772) 663 5336 *BUILDER'S WARNING* * THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. * FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI-B 1 SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH TRUSS. * SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES AND CONNECTION. * ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. * BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. 12 61- 0-4-3 TYPICAL 8" DESIGN BY- ACJ ACAD BY: KSM DESIGN CRITERIA COUNTY: _ CODE: FBC—ASCE 7 LOADING: TILE MWF SPEED: I20 M.P.H. SCALE: 1/8" = 1'-0• EXPOSURE CATEGORY = B MEAN HEIGHT: 18'-0• IMPORTANCE FACTOR = 1 BUILDING TYPE: = ENCLOSED TRUSS SPACING 24' G.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF TC LIVE: 40psf TC LIVE: 20psf TC DEAD: 10psf TC DEAD: 15psf BC UVE: OOpsf SC LIVE: OOpsf BC DEAD: OSpsf BC DEAD: OSpsf OUR FACTOR: 1.00 OUR FACTOR: 1.25 ADDITIONAL LOADS PER FBC & FRC NON —CONCURRENT BC LL lOpsf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B) CONCURRENT BC STORAGE LL 20psf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B.G.H) NON —CONCURRENT BC MOVING LL 2OO/ FBC IABLE 1607.1.31 DEFINITIONS MWF = MAIN KIND FORCE TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SOUARE FOOT 9 = POUNDS )er: Lot Number: U \ 1/ us: Address: �i this box is for administrative purposes only and is not pan of the enbrileering leview. , Icator:EAST COAST LUMBER- PLANT #1 Job Reference:CARC2T - Engle Homes/CARC2T/Master #4326 ROBBINS P.O. Box280055 Tampa. FL33682-0055 Engineering Index Sheet ENGINEERING, INC. Phone: (813)972-1135 Index Page 1 of 1 Job Number Date FBC - 2004 Chapter 16 and 23 Specification Quantity T05120028 12/01 /2005 58 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 responsibilty of the Building Designer, as defined in ANSI/TPI 1-1995, Section 2.2. Permanent (files of the original Truss Specificstion Sheet are maintained by Robbins Engineering, Inc. Questions regarding this Index Sheet and/or the attached Specification Sheets may be directed to the truss fabricator listed above or Robbins Engineering, Inc. (Sofware - Online Plus) Date Mark 1 1 112/01/051 G1 I 5 112/011051 HID 9 12/01/05 HIH 13 12/01/05 H1L 17 12/01/05 H1P 21 12/01/05 HM 25, 112/011051 T2E 29 12/01/05 H21 33 12/01/05 H3C 37 112/01/051 T4B at 112/01/051 H6 45 112/01/051 M6D 49 12/01/05 MV2 53 12/01/05 EJ7 57 12/01/05 CJ3 Date Mark 1 2 112/01/051 1-11A I 6 112/01/051 ME 10 112/01/051 T11 14 112/01/051 H1M 18 12/01/05 H10 22 12/01/05 H28 26 112/011051 H2F 30 12/01/05 G3 34 112/01/051 H3D 38 12/O1/05 T4C 42 12/01/OS GE6A 46 112101/051 G7 50 112/01/051 HJ7 54 12/01/05 EJ7A 58 12/01/05 CJ1 Date Mark 1 3 112/01/051 1-1113 7 12/01/05 H1F 11 12/01/05 H1J 15 12/01I05 H1N 19 12/01/05 H1R 23 12/01/05 H2C 27 112/01/051 H2G 31 112JO11051T3A 35 12/01/05 T4A 39 12/01/05 FSA 43 12/01/05 H6B 47 12/01/05 MV6 51 12/01/05 HJB 55 12/01/05 EJ78 Date Mark 1 4 112/01/051 H1C 8 12/01/05 H1G 12 12/01/05 H1K 16 12/01I05 H10 20 12/01/05 H2 24 12/01/05 T2D 28 12/01/05 H2H 32 12/01/05 H38 36 112/01/051 GE4 40 112/01I05 GS 44 12/01/05 H6C 48 12/01/05 MV4 52 12/01/05 HJA 56 112/01/051 CJS 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 ANSI/ASCE 7-02 Wind Speed - 120 mph Mean Roof Ht. - 18 ft. Exposure Catergory - B Occupancy Factor- 1.00 MW FRS Enclosed Notes: Refer to individual truss design drawings fordin special loag conditions. Truss Design Engineer: Wong Phan License #: 62111 Address: P.O. Box 280055, Tampa, FL 33682 .,.e�NG Py-v 5�' ATS Or- ; Date Sealed: 121112005 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T H2 1 1*2P SP 300300 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 0 HO 1-0-3 N O 7_0-0 15-0-0 5-8-0 2-7-0 i Sx8 2x4 3x8 3x6 5x8 B U S2 V C r 6! -i- 2x4 3x6 ^t ' y 4 t N 0 3-10-3 #5x8 6x8 t 5x6 D E o A / I F ® X S3 T S S1 H W G ® 2x4 i I 3x6 3x8 4x8 3x6 3x6 3x6 3x6 6x8 W:800 W:800 R:3196 R:2983 U: 716 U: 669 -HC,-- -- ------ - 30-3-0 - - - --- - 30-3-0 - --- --- ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.204" = 1' Robbins Engineering, Inc./Online Plus - Hz = 88 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd ADDITIONAL SPECIFICATIONS. RUN DATE: 01-DEC-05 ----------Top Chords ---------- A A -Y 0.32 6069 C 0.07 0.25 NOTES: + 2-Ply Truss ' Y -B 0.31 6006 C 0.07 0.24 Trusses Manufactured by: +++++++++++++++ B -U 0.45 7125 C 0.14 0.31 East Coast Lumber U -S2 0.40 7126 C 0.10 0.30 Analysis Conforms To: CSI -Size- ----Lumber---- S2-V 0.43 7126 C 0.10 0.33 FBC2004 TC 0.56 2x 4 SP-#2 V -C 0.50 7299 C 0.15 0.35 2 COMPLETE TRUSSES REQUIRED. BC 0.76 2x 4 SP-#2 C -Q 0.39 6563 C 0.09 0.30 Fasten together in staggered EX Sl-F 2x 4 SP-SS Q -D 0.56 7391 C 0.12 0.44 pattern. (1/2" bolts -OR- WB 0.33 2x 4 SP-#3 D -E 0.26 7838 C 0.12 0.14 SDS3 screws -OR- 10d nails EX G -D 2x 6 SP-#2 --------Bottom Chords--------- as each layer is applied.) EX G -E 2x 4 SP-#2 A -X 0.62 5366 T 0.49 0.13 ----Spacing (In) ---- EX F -E 2x 6 SP-#2 X -S3 0.61 5403 T 0.49 0.12 Rows Nails Screws Bolts S3-T 0.59 5403 T 0.49 0.10 TC 1 12 24 0 Brace truss as follows: T -S 0.76 7296 T 0.67 0.09 BC 1 12 24 0 O.C. From To S -Sl 0.66 5880 T 0.54 0.12 WS 1 4 4 TC Cont. 0- 0- 0 30- 3- 0 Sl-H 0.32 5880 T 0.28 0.04 ON Loading BC Cont. 0- 0- 0 30- 3- 0 H -W 0.35 6676 T 0.31 0.04 Soffit psf 2.0 W -G 0.70 8635 T 0.41 0.29 Design checked for LL on BC Loading Live Dead (psf) G -F 0.29 81 T 0.00 0.29 per BOCA (section 1606.2.3) TC 20.0 15.0 -------------Webs------------- and IBC/IRC-2003. BC 10.0 3.0 Y -X 0.01 99 T Design checked for 10 psf non - Total 30.0 18.0 48.0 X -8 0.09 576 T concurrent LL on BC. Spacing 24.0" B -T 0.33 2101 T Prevent truss rotation at all Lumber Duration Factor 1.25 T -U 0.06 784 C bearing locations. Plate Duration Factor 1.25 T -V 0.02 229 C NOTE: USER MODIFIED PLATES TC Fb=1.00 Fc=1.00 Ft=1.00 S -V 0.05 691 C This design may have plates BC Fb=1.00 Fc=1.00 Ft=1.00 S -C 0.27 1729 T selected through a plate H -C 0.17 1106 T monitor. Load Case # 1 Standard Loading H -Q 0.07 940 C Wind Loads - ANSI / ASCE 7-02 Lumber Duration Factor 1.25 W -Q 0.10 667 T Truss is designed as a Main Plate Duration Factor 1.25 W -D 0.16 1994 C Wind -Force Resistance System. plf - Live Dead From To G -D 0.09 3159 C Wind Speed: 120 mph TC V 40 30 0.0' 30.2' G -E 0.76 8280 T Mean Roof Height: 18-0 BC V 20 6 0.0' 30.2' F -E 0.08 2696 C WindLd Exposure Category: B TC V 50 38 7.0' 22.0' Occupancy Factor : 1.00 BC V 25 8 7.0' 22.0' LL Defl -0.30" in S -Sl L/999 Building Type: Enclosed TC V 181 109 7.0' CL-LB TL Defl -0.47" in S -S1 L/733 Zone location: Exterior TC V 181 109 22.0' CL-LB Shear // Grain in V -C 0.28 TC Dead Load 7.0 psf BC V 250 150 7.0' CL-LB DL Defl -0.26" at S L/999 BC Dead Load 3.0 psf BC V 250 150 21.8' CL-LB Max comp. force 7838 Lbs Plates for each ply each face. Quality Control Factor 1.00 PLATING CONFORMS TO TPI. Plus 6 Wind Load Case(s) REPORTS: SBCCI 9761 FABRICATOR NOTES: Plus 1 UBC LL Load Case(s) ROBBINS ENGINEERING, INC. 1. EAST COAST LUMBER 6 SUPPLY BASED ON SP LUMBER J.C. WEBER P.E.#17455 Checked for NonConcurrent 200 USING GROSS AREA TEST. 5285 ST. LUCIE BLVD. Lbs Moving Point Load applied Plate - LOCK 20 Ga, Gross Area FORT PIERCE FL. 34946 at Panel Points and Mid -panel Plate - RBS 20 Ga, Gross Area 2. !!!CAUTION!!! READ "SCSI-Bl on BC Jt Type Plt Size X Y JSI SUMMARY SHEET" BEFORE A LOCK 5.Ox 6.0 1.4 0.6 0.88 HANDLING , INSTALLING 6 Jt React Uplft Size Req'd B LOCK 5.Ox 8.0 Ctr-0.1 0.87 BRACING TRUSSES. Lbs Lbs In-Sx In-Sx C LOCK 5.Ox 8.0 Ctr-0.1 0.87 3. SEE ATTACHED DETAIL SHEET A 3196 717 8- 0 1-14 D# LOCK 5.Ox 8.0 Ctr 0.4 0.70 FOR: 1-JACK NAILS. Hz = -88 2-TBRACE. 3-BEARING BLOCK. F 2984 670 8- 0 1-12 # = Plate Monitor used Robbins Engineering. Inc./Online PIusT" 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/V2005 9:13:10 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T H2A 1 SP 300300 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 2-0-3 0 0 N O TC' "' I 9-0-0 1 11-0-0 5-8-0 4-7-0 I 5x6 3x6 5x6 T B R C T 6 N 2X4 0 O 5x6 ' 2x4 4-10-3 O 0 E ' 4s6 I A F ® I S2 H S1 4x6 4x8 3x6 4x8 3x8 W:800 W:800 R:1305 R:1209 U: 345 U: 327 HCt i 30-3-0 --�- - 30-3-0 - - ALL PLATES ARE LOCK20 Scale: 0.209" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.38 2x 4 SP-#2 BC 0.99 2x 4 SP-#2 EX S1-F 2x 4 SP-SS WB 0.58 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 30- 3- 0 BC Cont. 0- 0- 0 30- 3- 0 WB 1 rows CLB on D -F Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1306 346 8- 0 1- 9 Hz = -123 F 1210 327 8- 0 1- 7 Hz = 121 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -J 0.28 2188 C 0.01 0.27 Robbins Engineering, Inc./Online Plus- J -B 0.22 1879 C 0.02 0.20 B -K 0.37 1685 C 0.01 0.36 K -C 0.38 1809 C 0.02 0.36 C -D 0.34 2027 C 0.02 0.32 D -E 0.37 23 C 0.00 0.37 --------Bottom Chords --------- A -I 0.78 1953 T 0.19 0.59 I -S2 0.70 1995 T 0.20 0.50 S2-H 0.99 1995 T 0.20 0.79 H -S1 0.82 2824 T 0.27 0.55 S1-F 0.61 2824 T 0.13 0.48 ------------- Webs ------------- J -I 0.12 302 C I -B 0.16 501 T I -K 0.29 408 C K -H 0.17 244 C H -C 0.17 551 T H -D 0.58 1049 C D -F 0.53 2991 C 1 Br F -E 0.02 181 C WindLd LL Defl -0.30" in S1-F L/999 TL Defl -0.49" in S1-F L/712 Shear // Grain in B -K 0.27 DL Defl -0.26" at S1 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.73 B LOCK 5.Ox 6.0 0.7-3.1 0.59 C LOCK 5.Ox 6.0-0.7-3.1 0.59 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2991 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Robbins Engineering, Inc./Online Plus"' C 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:10 AM Page 1 Job clerk Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T H2B 1 SP 291100 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) ' HO 4-3 0 HO 3-0-3 N N O TC "' 11-0-0 1 7-0-0 5-8-0 1 6-3-0 i 5x6 5x6 B C 7 6; N ' r 2x4 5x6 0 t 5x6 J O O E 5-10-3 I 4AA6 \ F HE ® I S2 H S1 G 2x4 3x6 3x6 4x8 3x8 3x8 i1 W:800 W:300 11:1356 R:1237 U: 340 U: 325 -Bc • -7 -- ---- -- - -- 29-11-0--------- -- - --- 29-11-0 - ALL PLATES ARE LOCK20 Scale: 0.211" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.55 2x 4 SP-#2 BC 0.80 2x 4 SP-#2 WB 0.78 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 29-11- 0 BC Cont. 0- 0- 0 29-11- 0 WB 1 rows CLB on B -H Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40 Spacing 24 Lumber Duration Factor 1. Plate Duration Factor 1. TC Fb=1.15 Fc=1.10 Ft=1. BC Fb=1.10 Fc=1.10 Ft=1. Robbins Engineering, Inc./Online Plus - A -J 0.28 2263 C 0.03 0.25 J -B 0.27 1965 C 0.02 0.25 B -C 0.55 1654 C 0.04 0.51 C -D 0.37 1837 C 0.04 0.33 D -E 0.53 2227 C 0.06 0.47 --------Bottom Chords --------- A -I 0.80 2024 T 0.19 0.61 I -S2 0.52 1607 T 0.15 0.37 S2-H 0.75 1607 T 0.15 0.60 H -S1 0.62 2264 T 0.21 0.41 S1-G 0.66 2264 T 0.24 0.42 G -F 0.52 134 T 0.00 0.52 ------------- Webs ------------- J -I 0.10 353 C I -B 0.13 432 T B -H 0.05 171 T 1 Br H -C 0.11 378 T H -D 0.40 664 C G -D 0.18 984 C G -E 0.78 2449 T F -E 0.22 1202 C WindLd .0 .0" LL Defl -0.23" in S2-H L/999 25 TL Defl -0.37" in S2-H L/948 25 Shear // Grain in B -C 0.31 10 DL Defl -0.15" at S1 L/999 10 Plus 6 Wind Load Cases) Plus 1 UBC LL Load Cases) Plus 1 BC LL Load Cases) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1357 340 8- 0 1-10 Hz = -157 F 1238 326 3- 0 1- 7 Hz = 179 Platesfor 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 A LOCK 4.Ox 6.0 Ctr 0.1 0.75 B LOCK 5.Ox 6.0 0.6-3.6 0.93 C LOCK 5.Ox 6.0-0.7-3.1 0.59 G LOCK 3.Ox 8.0 0.5 Ctr 0.98 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2263 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- NOTES: Robbins Engineering. Inc./Online Plus- 0 199&2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:11 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T I j I 1 Sp 291100 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-0-3 'o 0 N O TCI 13-0-0 i 3-0-0 5-8-0 8-3-0 5x6 Sx6 B C I I 6 r N I r o 3x6 2x4 S3 5x6 2x4 1 4x6 K D L 0 E 6-10-3 I "' 4x6VIT4- A F Irs�� J S1 H S2 G ® 2x4 j 3x6 3x6 4x8 20G-RHS-5x10 4x8 it W:800 W:300 R:1361 R:1246 U: 337 U: 328 HC, La 29-11-0 -- -- 29-11-0 --- 3I EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.211" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.47 2x 4 SP-#2 BC 0.90 2x 4 SP-#2 WB 0.52 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 29-11- 0 BC Cont. 0- 0- 0 29-11- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1362 337 8- 0 1-10 Hz = -191 F 1246 328 3- 0 1- 8 Hz = 238 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -K 0.46 2231 C 0.02 0.44 Robbins Engineering, Inc./Online Plus- K -S3 0.47 2155 C 0.03 0.44 S3-B 0.43 2059 C 0.07 0.36 B -C 0.13 1471 C 0.01 0.12 C -D 0.39 1642 C 0.03 0.36 D -L 0.18 1183 C 0.00 0.18 L -E 0.18 1183 C 0.00 0.18 --------Bottom Chords --------- * -J 0.73 2001 T 0.18 0.55 J -S1 0.45 1430 T 0.14 0.31 S1-H 0.66 1430 T 0.14 0.52 H -S2 0.71 2024 T 0.20 0.51 S2-G 0.90 2024 T 0.20 0.70 G -F 0.50 177 T 0.00 0.50 ------------- Webs ------------- K -J 0.10 421 C J -B 0.21 674 T B -H 0.04 151 T H -C 0.13 422 T H -D 0.45 648 C D -G 0.52 1116 C G -L 0.07 308 C G -E 0.52 1621 T F -E 0.29 1231 C WindLd LL Defl -0.24" in S2-G L/999 TL Defl -0.36" in S2-G L/956 Shear // Grain in A -K 0.27 DL Defl -0.23" at S2 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.74 B LOCK 5.Ox 6.0 0.7-3.1 0.73 C LOCK 5.Ox 6.0-0.7-3.1 0.59 S2 RHS 5.0x10.0 Ctr 0.8 0.78 G LOCK 4.Ox 8.0 0.5 Ctr 0.86 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2231 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Robbins Engineering, Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:12 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering CARC2T T2D 1 SP 291100 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 5-0-3 0 3 N O TCLL .� .-'------- ----- 14-6-0-- ----- ---'- 5-2-0 -1 10-3-0 ---� 7-7-3 5x6 B IT 6 E 2x4 3x6 3x6 3x6 3x8 4x8 II W:800 W:300 R:1378 R:1279 U: 333 U: 332 HC-T j 29-11-0 -- 29-11-0 - I Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.79 2x 4 SP-#2 BC 0.87 2x 4 SP42 WB 0.66 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 29-11- 0 BC Cont. 0- 0- 0 29-11- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1379 334 8- 0 1-10 Hz = -218 E 1279 332 3- 0 1- 8 Hz = 294 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -H 0.64 2284 C 0.03 0.61 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- H -S1 0.63 2014 C 0.02 0.61 S1-B 0.79 1894 C 0.11 0.68 B -C 0.40 2110 C 0.02 0.38 C -K 0.39 1193 C 0.01 0.38 K -D 0.39 1193 C 0.01 0.38 --------Bottom Chords --------- A -G 0.87 2055 T 0.18 0.69 G -S3 0.58 1343 T 0.22 0.36 S3-F 0.78 1343 T 0.12 0.66 F -S2 0.66 1910 T 0.32 0.34 S2-L 0.54 1910 T 0.18 0.36 L -E 0.41 217 T 0.00 0.41 ------------- Webs ------------- H -G 0.19 509 C G -B 0.21 664 T B -F 0.30 953 T F -C 0.20 584 C C -L 0.66 968 C L -K 0.15 440 C L -D 0.52 1623 T E -D 0.43 1248 C WindLd LL Defl -0.31" in S3-F L/999 TL Defl -0.45" in S3-F L/777 Shear // Grain in H -S1 0.34 DL Defl -0.15" at S3 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.76 B LOCK 5.Ox 6.0 Ctr-0.1 0.59 L LOCK 4.Ox 8.0 0.5 Ctr 0.86 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Scale: 0.212" = 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) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2284 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:13 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T T2E 1 SP 291100 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) x0 4-3 HO 6-0-3 0 N O TC! 14-6-0 3-2-0 12-3-0 I 5x6 B Tj 1 I i 5x6 1- 7- 0 2x4 4x6 C J D 3x8 S1 6 2x4 I 7-7-3 I I I 4x6 I A I E ® H S2 G S3 F ® 2x4 3x6 3x6 3x6 3x8 4x8 II W:800 W:300 R:1374 R:1267 U: 329 U: 336 BCT-i - 29-11-0 k}- 29-11-0 -- ALL PLATES ARE LOCK20 Scale: 0.212" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.80 2x 4 SP-#2 BC 0.78 2x 4 SP-#2 WE 0.60 2x 4 SP-#3 Brace truss as follows: O.C. From To TIC Cont. 0- 0- 0 29-11- BC Cont. 0- 0- 0 29-11- WB 1 rows CLB on C -F Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TIC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1375 329 8- 0 1-10 Hz = -227 E 1268 337 3- 0 1- 8 Hz = 344 Robbins Engineering, Inc./Online Plus"' Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -I 0.63 2279 C 0.03 0.60 I -S1 0.62 2124 C 0.02 0.60 S1-B 0.80 2005 C 0.12 0.68 B -C 0.31 1851 C 0.02 0.29 C -J 0.56 1135 C 0.00 0.56 J -D 0.56 1135 C 0.00 0.56 --------Bottom Chords --------- A -H 0.78 2049 T 0.18 0.60 H -S2 0.49 1334 T 0.22 0.27 S2-G 0.73 1334 T 0.12 0.61 G -S3 0.57 1676 T 0.28 0.29 S3-F 0.58 1676 T 0.16 0.42 F -E 0.52 250 T 0.00 0.52 ------------- Webs ------------- I -H 0.12 483 C H -B 0.27 736 T B -G 0.26 836 T G -C 0.29 579 C C -F 0.21 736 C 1 Br F -J 0.25 525 C F -D 0.49 1554 T E -D 0.60 1235 C WindLd LL Defl -0.21" in S2-G L/999 TL Defl -0.33" in S2-G L/999 Shear // Grain in C -J 0.34 DL Defl -0.13" at S2 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.76 B LOCK 5.Ox 6.0 Ctr-0.1 0.59 F LOCK 4.Ox 8.0 0.5 Ctr 0.83 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Provide connection to bearing for 343 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TIC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2279 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB REFER TO ROBBINS ENG. GENERAL Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait Q 2005 9:13:14 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T H2F 1 1 SP 370800 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) Ho 4-3 0 0 0 0 HO 5-2-3 N O TC! 14-6-0 N O '' 14-11-4 1 3-0-6 1 4-0-6 1 i6 61 5x6 5x6 T E _ B 5x6 - 2x4 3x6 3x6 5x6 6 C -1- M S4 N 1- 6- 3 D 4x6 I 7- 0 - O j 6 F 3x8 - _ �I S1 �1 8-6-6 3x6 to L 1 1-4-OF F\ I 4x6 m F w Y A G 1- 4- 0 S3 I p 2x4 " ® 6x8 3x6 4x12 HGR R S2 J H w:800 2x4 4x8 4x14 2x4 U:S419 R:1637 U: 413 BC I -- - - - 21-0-0 - -I -- 16_8_6 - -- - - - 37-8-0 ALL PLATES ARE LOCK20 Scale: 0.164" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.77 2x 4 SP-#2 BC 0.93 2x 4 SP-#2 EX S2-H 2x 4 SP-SS CW 0.86 2x 4 SP-#3 WB 0.98 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 37- 8- BC Cont. 0- 0- 0 37- 8- WB 1 rows CLB on L -J WB 1 rows CLB on J -C Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Cases) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1638 413 8- 0 1-15 Hz = -240 F 1583 419 3- 8 1-14 Hz = 344 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -L 0.59 2829 C 0.04 0.55 Robbins Engineering, Inc./Online P1us- L -S1 0.58 2188 C 0.03 0.55 S1-B 0.77 2070 C 0.13 0.64 B -C 0.44 2202 C 0.03 0.41 C -M 0.37 2746 C 0.07 0.30 M -S4 0.33 2763 C 0.05 0.28 S4-N 0.26 2763 C 0.05 0.21 N -D 0.22 1592 C 0.01 0.21 D -E 0.17 1562 C 0.01 0.16 E -0 0.20 1229 C 0.01 0.19 --------Bottom Chords --------- * -K 0.67 2538 T 0.23 0.44 K -S2 0.86 2538 T 0.25 0.61 S2-J 0.76 2538 T 0.13 0.63 J -H 0.22 175 C 0.00 0.22 G -S3 0.93 2396 T 0.22 0.71 S3-I 0.70 2396 T 0.40 0.30 I -F 0.50 263 T 0.00 0.50 ---------- Chord -Webs ---------- H -G 0.86 215 T 0.00 0.86 G -M 0.18 378 C 0.18 0.00 ------------- Webs ------------- A -L 0.08 270 T L -J 0.23 709 C 1 Br B -J 0.45 1419 T J -C 0.36 1606 C 1 Br J -G 0.72 2258 T C -G 0.29 906 T G -N 0.17 555 T N -I 0.98 1096 C D -I 0.43 960 C I -E 0.32 1001 T I -O 0.45 1421 T F -O 0.59 1577 C WindLd LL Defl -0.28" in G -S3 L/999 TL Defl -0.53" in G -S3 L/835 Shear // Grain in S2-J 0.44 DL Defl -0.30" at S2 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.94 B LOCK 5.Ox 6.0 Ctr-0.1 0.67 E LOCK 5.Ox 6.0 Ctr-0.1 0.66 O LOCK 4.Ox 6.0 Ctr-0.1 0.78 S2 LOCK 4.Ox 8.0 Ctr 0.2 1.00 G LOCK 6.Ox 8.0 Ctr 1.2 0.79 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Provide connection to bearing for 344 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2829 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER S SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-SEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:15 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T H2G 1 SP 370800 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) • HO 4-3 0 HO 5-2-3 N N O TC.'' 15-4-0 19-4-0 13-0-0 5x6 2x4 3x8 3x6 5x6 B J S2 M C 4x6 3x8 L S1 2x4 6 i 8-0-3 1-4-OE 1-4-OD 4x6 i D A E 1_ 4_ 0 S4 G ^ 2x4 !1 3x6 4x8 HGR H S3 F IF R:1622 W800 6x8 3x6 2x4 U: 419 R:1647 U: 413 BCj { 21-0-0 1 16-8-0 c -- 37-8-0 - ALL PLATES ARE LOCK20 Scale: 0.171" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- TC 0.92 2x 4 SP-#2 BC 0.94 2x 4 SP-#2 CW 0.84 2x 4 SP-#3 WB 0.88 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 37- B- BC Cont. 0- 0- 0 37- 8- Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Regrd Lbs Lbs In-Sx In-Sx A 1647 413 8- 0 1-15 Hz = -216 D 1623 419 3- 8 1-15 Hz = 333 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -I 0.73 2787 C 0.04 0.69 I -S1 0.73 2587 C 0.04 0.69 S1-B 0.92 2469 C 0.18 0.74 Robbins Engineering, Inc./Online Plus' B -J 0.41 2353 C 0.03 0.38 J -S2 0.46 2369 C 0.08 0.38 S2-M 0.62 2369 C 0.03 0.59 M -C 0.60 1307 C 0.01 0.59 C -L 0.17 1306 C 0.01 0.16 --------Bottom Chords --------- A -H 0.94 2504 T 0.23 0.71 H -S3 0.62 170 C 0.00 0.62 S3-F 0.93 170 C 0.00 0.93 E -S4 0.88 1862 T 0.17 0.71 S4-G 0.73 1862 T 0.31 0.42 G -D 0.49 252 T 0.00 0.49 ---------- Chord -Webs ---------- F -E 0.84 241 T 0.01 0.83 E -J 0.27 413 C 0.27 0.00 ------------- Webs ------------- I -H 0.18 521 C H -B 0.15 435 T H -E 0.74 2117 T B -E 0.16 507 T E -M 0.22 685 T M -G 0.88 1137 C G -C 0.08 279 T G -L 0.48 1523 T D -L 0.61 1627 C WindLd LL Defl -0.38" in S3-F L/999 TL Defl -0.67" in S3-F L/660 Shear // Grain in I -S1 0.34 DL Defl -0.25" at S3 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gal, Gross Area Plate - RHS 20 Gal, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.92 B LOCK 5.0x 6.0 0.7-3.1 0.80 M LOCK 3.Ox 6.0-0.1 Ctr 0.52 C LOCK 5.Ox 6.0-0.7-3.1 0.66 L LOCK 4.Ox 6.0 Ctr-0.1 0.78 H LOCK 6.Ox 8.0 1.0 Ctr 1.00 E LOCK 6.Ox 8.0 Ctr 1.2 0.70 G LOCK 4.Ox 8.0 1.0 Ctr 0.88 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Provide connection to bearing for 333 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp, force 2787 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. SIMPSON HANGER @ JT.D. Robbins Engineering, Inc,/Online Plus"' 0 1996.2005 Version 18.0.014 Engineering . Portrait 12/112005 9:13:15 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering CARC2T H2H 1 1 SP 370800 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 5-2-3 d 0 N O TCi'' 17-4-0 15-4-0 5-0-0 5x6 2x4 3x6 3x6 5x6 B K S4 IL C 4x6 1 6F- 3x6 0 M 3x8 9-0-3 S1 _ _OZ 2x4 P 1-4-OD i 5x6 D E 1- 4- I0 S3 G 3x6 4x8 n 2x4 !f HGR A ® O S2 N F �� R:1680 W:800 3x6 4x8 4x10 2x4 U: 419 R:1733 U: 413 16-8-0 BC _i 21-0-0 1 37-8-0 --- L�-I Scale: 0.171" = 1' ALL PLATES ARE LOCK20 Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.46 2x 4 SP-#2 BC 0.87 2x 4 SP-#2 CW 0.99 2x 4 SP-#3 WB 0.68 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 37- 8- 0 BC Cont. 0- 0- 0 37- 8- 0 WB 1 rows CLB on N -B WB 1 rows CLB on L -G Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1734 413 8- 0 2- 1 Hz = -241 D 1680 419 3- 8 2- 0 Hz = 344 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -P 0.33 3053 C 0.06 0.27 Robbins Engineering, Inc./Online P1us- P -S1 0.28 2825 C 0.05 0.23 S1-Q 0.46 2738 C 0.04 0.42 Q -B 0.44 2048 C 0.06 0.38 B -K 0.33 2152 C 0.03 0.30 K -S4 0.34 2163 C 0.05 0.29 S4-L 0.46 2163 C 0.03 0.43 L -C 0.44 1194 C 0.01 0.43 C -M 0.29 1293 C 0.01 0.28 --------Bottom Chords --------- * -O 0.82 2725 T 0.24 0.58 O -S2 0.64 2317 T 0.38 0.26 S2-N 0.76 2317 T 0.21 0.55 N -F 0.41 201 C 0.00 0.41 E -S3 0.87 1785 T 0.29 0.58 S3-G 0.74 1785 T 0.29 0.45 G -D 0.49 263 T 0.00 0.49 ---------- Chord -Webs ---------- F -E 0.99 205 T 0.00 0.99 E -K 0.24 283 C 0.24 0.00 ------------- Webs ------------- P -0 0.09 332 C 0 -Q 0.13 429 T Q -N 0.68 711 C N -B 0.04 132 T 1 Br N -E 0.67 2112 T B -E 0.24 749 T E -L 0.19 605 T L -G 0.35 1100 C 1 Br G -C 0.06 219 T G -M 0.48 1505 T D -M 0.64 1687 C WindLd LL Defl -0.35" in E -S3 L/999 TL Defl -0.55" in E -S3 L/802 Shear // Grain in S4-L 0.30 DL Defl -0.22" at S2 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 5.Ox 6.0 1.4 0.6 0.89 B LOCK 5.0x 6.0 0.7-3.1 0.89 C LOCK 5.Ox 6.0-0.7-3.1 0.66 M LOCK 4.Ox 6.0 Ctr-0.1 0.78 S2 LOCK 4.Ox 8.0 Ctr 0.2 0.81 E LOCK 6.Ox 8.0 Ctr 1.3 0.79 G LOCK 4.Ox 8.0 0.5 Ctr 0.84 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. I NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Iloading Soffit psf 2.0 Provide connection to bearing for 344 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Desiign checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed zone location: Exterior TC, Dead Load 7.0 psf BC.Dead Load 3.0 psf Max comp. force 3053 Lbs Quality Control Factor 1.00 ABR=CATOR NOTES: 1. EAST COAST LUMBER & SUPPLY IJ.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. (!!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. SIMPSON HANGER @ JT.D. Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering . Portrait 12/1/2005 9:13:16 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering CARC2T H2I 1 1 SP 370800 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 5-2-3 O N O TC 19-4-0 11-4-0 1 7-0-0 1 5x6 2x4 3x6 5x6 I B R S C 3x6 4x6 6 F Q M 10-0-3 3x8 1-4-OE 2x4 S1, 1-4-OD P 5x6 D �► E S3 G 2x4 1- 4- 0 3x6 4x8 HGR �I 0 S2 N F R:1695 W:800 3x6 3x6 4x10 2x4 U: 419 R:1758 U: 413 BC 21-0-0 16-8-0 37-8-0 DJ ALL PLATES ARE LOCK20 Scale: 0.170" = V Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.73 2x 4 SP-#2 BC 0.91 2x 4 SP-#2 CW 0.84 2x 4 SP-#3 WB 0.76 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 37- 8- 0 BC Cont. 0- 0- 0 37- 8- 0 WB 1 rows CLB on Q -N WB 1 rows CLB on N -B WB 1 rows CLB on S -G WB 1 rows CLB on F -K Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.011 Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 .Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Cases) Plus 1 BC LL Load Cases) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Regrd Lbs Lbs In-Sx In-Sx A 1759 413 8- 0 2- 1 Hz = -267 D 1695 419 3- 8 2- 0 Hz = 355 Membr CSI P Lbs Axl-CSI-Bnd Robbins Engineering, Inc./Online Plus- ---------- Top Chords ---------- A -P 0.44 3073 C 0.13 0.31 P -S1 0.38 2825 C 0.05 0.33 S1-Q 0.53 2728 C 0.04 0.49 Q -B 0.51 1918 C 0.02 0.49 B -K 0.32 1931 C 0.02 0.30 K -S 0.27 1940 C 0.02 0.25 S -C 0.27 1215 C 0.01 0.26 C -M 0.73 1347 C 0.04 0.69 --------Bottom Chords --------- A -0 0.91 2747 T 0.23 0.68 0 -S2 0.66 2264 T 0.38 0.28 S2-N 0.81 2264 T 0.20 0.61 N -F 0.57 171 C 0.00 0.57 E -S3 0.77 1672 T 0.28 0.49 S3-G 0.66 1672 T 0.28 0.38 G -D 0.56 274 T 0.00 0.56 ---------- Chord -Webs ---------- F -E 0.84 172 C 0.00 0.84 E -K 0.03 117 C 0.03 0.00 ------------- Webs ------------- P -0 0.13 388 C O -Q 0.16 510 T Q -N 0.26 796 C 1 Br N -B 0.25 665 C 1 Br N -E 0.76 2371 T B -E 0.38 1191 T E -S 0.16 529 T S -G 0.34 929 C 1 Br G -C 0.05 204 T G -M 0.47 1487 T D -M 0.64 1687 C WindLd LL Defl -0.34" in E -S3 L/999 TL Defl -0.51" in E -S3 L/870 Shear // Grain in S3-G 0.43 DL Defl -0.20" at S3 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 5.Ox 6.0 1.4 0.6 0.89 B LOCK 5.Ox 6.0 0.7-3.1 0.89 C LOCK 5.Ox 6.0-0.7-3.1 0.66 M LOCK 4.Ox 6.0 Ctr-0.1 0.78 N LOCK 4.0x10.0 0.5 Ctr 0.98 E LOCK 6.Ox 8.0 Ctr 1.2 0.99 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Provide connection to bearing for 355 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 3073 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. SIMPSON HANGER @ JT.D. Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 10.0.014 Engineering - Portrait 12/12005 9:13:17 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T I Gl 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 O NO 4-3 O O N O TC 7-0-0 1 2-8-1: 10-0-0 1 10-7-15 l 19-8-0 O N O I'r 5x8 3x6 2x4 6x8 D T U E �- 7x12 6x10 �^ B AA t 6� 3x6 � 2x4 R V 6 c #1Ox1 2 3z8 10-2-3 C 2x4 Sl 2x4 1-4-OH 6 W 7x16 A i 7x6 M RR If 3x6 1- 4- 0 S3 K H F W:800 6x8 5x8 #1Oz12 G J S2 I pa R:4330 U:1130 #3x6 4x14 4x8 3x6 I I W:800 R:2046 U: 525 L 0 1Oxl2 #8xl2 •BC 29-0-0 21-0-0 50-0-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.131" = 1' Robbins Engineering, Inc./Online Plus - Chocked for NonConcurrent 200 Shear // Grain in U -E 0.29 Lbs Moving Point Load applied DL Defl -0.68" at S3 L/855 Online Plus -- Version 18.0.014 at Panel Pointe and Mid -panel RUN DATE: 01-DEC-05 on BC Plates for each ply each face. PLATING CONFORMS TO TPI. CSI -Size- ----Lumber---- Jt React Uplft Size Roq'd REPORTS: SBCCI 9761 TC 0.66 2x 4 SP-#2 Lbs Lbs In-Sx In-Sx ROBBINS ENGINEERING, INC. ER A -B 2x 4 SP-SS A 4330 1130 8- 0 5- 2 BASED ON SP LUMBER ER B -C 2x 6 SP-#2 Hz - -123 USING GROSS AREA TEST. ER C -D 2x 6 SP-#2 F 2047 525 8- 0 2- 7 Plate - LOCK 20 Ga, Grose Area BC 0.78 2x 8 SP-SS Hz - 122 Plate - RHS 20 Ga, Grose Area E% G -S2 2x 4 SP-#2 Jt Type Plt Size R Y JSI ER S2-F 2x 4 SP-SS Membr CSI P Lbs Axl-CSI-Bnd A LOCK 7.Oxl6.0 9.4 4.7 0.88 CW 0.62 2x 4 SP-#3 ----------Top Chords---------- B LOCK 7.Oxl2.0 1.1-4.8 0.96 WB 0.83 2x 4 SP-#3 A -Z 0.61 9274 C 0.46 0.15 C# LOCK 10.0x12.0 Ctr 0.5 0.68 E% O -B 2x 4 SP-#2 Z -B 0.64 9295 C 0.47 0.17 AA LOCK 6.Ox10.0-1.3-1.0 0.92 EX L -AA 2x 4 SP-SS B -C 0.37 8359 C 0.25 0.12 D LOCK 5.Ox 8.0 0.8-3.4 1.00 ER H -J 2x 4 SP-#2 C -R 0.64 10453 C 0.40 0.24 E LOCK 6.Ox 9.0-0.9-3.9 0.84 WG --- 2x 6 SP-#2 R -AA 0.61 10397 C 0.42 0.19 F LOCK 3.Ox 6.0-1.4 0.7 0.91 PH --- 2x 4 SP-#3 AA-D 0.17 5431 C 0.15 0.02 F LOCK 7.Ox 6.0-4.3 1.0 0.53 D -T 0.66 4854 C 0.25 0.41 L LOCR 10.0x12.0 Ctr-0.3 1.00 Brace trues as follows: T -U 0.41 3816 C 0.16 0.25 H# LOCK 10.0x12.0 Ctr 1.4 0.84 O.C. From To U -E 0.54 3813 C 0.12 0.42 J LOCK 4.Oxl4.0-1.0 Ctr 0.97 TC Cont. 0- 0- 0 50- 0- 0 E -V 0.59 3591 C 0.27 0.32 S2 LOCK 4.Ox 8.0 Ctr 0.2 0.75 BC Cont. 0- 0- 0 50- 0- 0 V -S1 0.59 3882 C 0.30 0.29 WB 1 rove CLB on O -C S1-W 0.57 3932 C 0.30 0.27 # = Plate Monitor used WB 1 rows CLB on AA-K W -F 0.53 4047 C 0.16 0.37 WB 1 rows CLB on T -H --------Bottom Chords--------- REFER TO ROBBINS ENG. GENERAL WB 1 rows CLB on E -J A -0 0.61 8268 T 0.46 0.15 NOTES AND SYMBOLS SHEET FOR Attach CLB with (2)-10d nails 0 -L 0.78 11135 T 0.63 0.15 ADDITIONAL SPECIFICATIONS. at each web. L -S3 0.51 6510 T 0.36 0.15 S3-K 0.43 6510 T 0.36 0.07 NOTES: Loading Live Dead (psf) K -H 0.31 4395 T 0.24 0.07 Trusses Manufactured by: TC 20.0 15.0 G -J 0.44 113 T 0.01 0.43 East Coast Lumber BC 0.0 5.0 J -S2 0.90 3414 T 0.34 0.56 Analysis Conforms To: Total 20.0 20.0 40.0 S2-I 0.38 3414 T 0.32 0.06 FBC2004 Spacing 12.0" I -F 0.53 3608 T 0.18 0.35 OH Loading Lumber Duration Factor 1.25 ---------- Chord -Webs ---------- Soffit pef 2.0 Plate Duration Factor 1.25 G -H 0.62 194 T 0.00 0.62 Design checked for LL on BC TC Fb=1.00 Fc=1.00 Ft=1.00 H -U 0.03 128 T 0.03 0.00 per BOCA (section 1606.2.3) BC Fb=1.00 Fc=1.00 Ft=1.00 -------------Webs------------- and IBC/IRC-2003. Z -O 0.03 131 T Design chocked for 10 pef non - Load Case # 1 BOCA Loading 0 -B 0.64 3465 T concurrent LL on BC. Lumber Duration Factor 1.25 0 -C 0.69 4073 C 1 Br Prevent trues rotation at all Plate Duration Factor 1.25 C -L 0.72 2734 C bearing locations. plf - Live Dead From To L -R 0.03 101 C NOTE: USER MODIFIED PLATES TC V 20 15 0.0' 50.0' L -AA 0.87 5646 T This dosign may have platen BC V 0 5 0.0' 50.0' AA-K 0.81 3302 C 1 Br selected through a plate TC V 60 45 7.0' 12.0' K -D 0.72 2249 T monitor. BC V 0 15 7.0' 12.0' K -T 0.31 978 T Wind Loads - ANSI / ASCE 7-02 BC V 20 0 14.7' 17.4' T -H 0.42 1155 C 1 Br Truss is designed as a Main BC V 20 0 22.0' 26.8' H -E 0.83 2607 T Wind -Force Resistance System. BC V 20 0 34.9' 38.1' H -J 0.68 3731 T Wind Speed: 120 mph TC V 145 145 7.0' CL-LB E -J 0.53 1325 C 1 Br Mean Roof Height: 18-0 BC V 200 200 7.0' CL-LB J -V 0.34 355 C Exposure Category: B BC V 1390 1390 12.3' CL-LB V -I 0.09 306 T Occupancy Factor : 1.00 I -W 0.05 163 C Building Type: Enclosed Zone location: Exterior Plus 6 Wind Load Caso(s) LL Dofl -0.49" in L -S3 L/999 TC Dead Load 7.0 pef Plus 1 UBC LL Load Casale) TL Dofl -0.95" in L -S3 L/616 BC Dead Load 3.0 pef Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering . Portrait 12/1/2005 9:12:52 AM Page 1 of Job Job CARC2T Mark Mark Mark -Pg GI Quan Type Span P1-H1 Left OH Right OH 1 sP 500000 6 1- 2- 0 1- 2- o Engine cont. CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) Max comp. force 10453 Lbe Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. 111CAUTION111 READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-HEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:12:52 AM Page 2 of Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T H1A 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-3 O 0 N 0 0 N O TC!H I 9-0-0 2-8-1 10-0-0 1 6-7-15 1 21-8-0 O 6x6 6x6 2.4 D E N 2x4 ' Lin � 6 � M I O 3x6 � 6x6 6x6 0 6 11-2-3 61- B C 3x8 2x4 � S1 2x4 1-4-OA L P 1-4-OH 7x6 3x6 VX7x6 A m 3x6 ® 1- 4- 0 R J S3 H F _L W:800 T 4x8 S2 4x8 3x8 7x16 G 1 cq R:2218 U: 559 20G-RHS-3x10 2x4 #7x12 W:18100 SPL R:2200 U: 560 SC(- 29-0-0 21-0-0 rc^� -- ----- -- 50-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.131" = 1' Robbins Engineering, Inc./Online Plus' L -B 0.35 3845 C 0.09 0.26 F LOCK 7.Ox 6.0-4.3 1.0 0.52 B -C 0.34 3453 C 0.07 0.27 H LOCK 7.Ox16.0 Ctr 1.8 0.73 Online Plus -- version 18.0.014 C -M 0.88 3565 C 0.23 0.65 I# LOCK 7.Ox12.0-0.8 1.8 0.75 RUN DATE: 01-DEC-05 M -D 0.44 3520 C 0.08 0.36 D -E 0.69 2808 C 0.10 0.59 # = Plate Monitor used CSI -Size- ----Lumber---- E -N 0.53 3161 C 0.06 0.47 TC 0.88 2x 4 SP-#2 N -0 0.73 3251 C 0.21 0.52 REFER TO ROBBINS ENG. GENERAL BC 1.00 2x 4 SP-#2 0 -S1 0.62 3641 C 0.08 0.54 NOTES AND SYMBOLS SHEET FOR EX S2-S3 2x 4 SP-SS S1-P 0.52 3749 C 0.09 0.43 ADDITIONAL SPECIFICATIONS. CW 0.82 2x 4 SP-#3 P -F 0.72 3986 C 0.27 0.45 WB 0.62 2x 4 SP-#3 --------Bottom Chords--------- NOTES: EX H -I 2x 4 SP-#2 A -K 0.90 3660 T 0.32 0.58 Trusses Manufactured by: PB --- 2x 4 SP-#3 K -S2 0.78 4235 T 0.71 0.07 East Coast Lumber S2-J 0.61 4235 T 0.36 0.25 Analysis Conforms To: Brace truss as follows: J -S3 0.49 2802 T 0.24 0.25 FBC2004 O.C. From To S3-H 0.97 2802 T 0.47 0.50 ON Loading TC Cont. 0- 0- 0 50- 0- 0 G -I 0.94 164 C 0.00 0.94 Soffit psf 2.0 BC Cont. 0- 0- 0 50- 0- 0 I -F 1.00 3564 T 0.31 0.69 Design checked for LL on BC WB 1 rows CLB on C -J ---------- Chord -Webs ---------- per BOCA (section 1606.2.3) WB 1 rows CLB on D -H G -H 0.82 242 T 0.01 0.81 and IBC/IRC-2003. WB 1 rows CLB on H -0 H -N 0.03 108 C 0.03 0.00 Design checked for 10 psf non- WB 1 rows CLB on G -N -------------Webs------------- concurrent LL on BC. Attach CLB with (2)-10d nails L -K 0.09 233 C Prevent truss rotation at all at each web. K -B 0.48 1503 T bearing locations. K -C 0.62 1558 C NOTE: USER MODIFIED PLATES Loading Live Dead (psf) C -J 0.37 1202 C 1 Br This design may have plates TC 20.0 15.0 M -J 0.30 342 C selected through a plate BC 0.0 5.0 J -D 0.50 1261 T monitor. Total 20.0 20.0 40.0 D -H 0.09 198 T 1 Br Wind Loads - ANSI / ASCE 7-02 Spacing 24.0" E -H 0.42 979 T Truss is designed as a Main Lumber Duration Factor 1.25 H -0 0.16 504 C 1 Br Wind -Force Resistance System. Plate Duration Factor 1.25 H -I 0.88 3418 T Wind Speed: 120 mph TC Fb=1.15 Fc=1.10 Ft=1.10 0 -I 0.08 266 T Mean Roof Height: 18-0 BC Fb=1.10 Fc=1.10 Ft=1.10 I -P 0.15 431 C Exposure Category: B Occupancy Factor : 1.00 LL Defl -0.62" in S3-H L/939 Building Type: Enclosed Plus 6 Wind Load Case(s) TL Defl -1.00" in S3-H L/582 Zone location: Exterior Plus 1 UBC LL Load Case(s) Shear // Grain in N -0 0.30 TC Dead Load 7.0 psf Plus 1 BC LL Load-Case(s) DL Defl -0.50" at S3 L/999 BC Dead Load 3.0 psf Max comp. force 4115 Lbs Checked for NonConcurrent 200 Plates for each ply each face. Quality Control Factor 1.00 Lbs Moving Point Load applied PLATING CONFORMS TO TPI. at Panel Points and Mid -panel REPORTS: SBCCI 9761 FABRICATOR NOTES: on BC ROBBINS ENGINEERING, INC. 1. EAST COAST LUMBER 6 SUPPLY BASED ON SP LUMBER J.C. WEBER P.E.#17455 Jt React Uplft Size Req'd USING GROSS AREA TEST. 5285 ST. LUCIE BLVD. Lbs Lbs In-Sx In-Sx Plate - LOCK 20 Ga, Gross Area FORT PIERCE FL. 34946 A 2218 559 8- 0 2-10 Plate - REIS 20 Ga, Gross Area 2. !!!CAUTION!!! READ "SCSI-Bl Hz = -275 Jt Type Plt Size X Y JSI SUMMARY SHEET" BEFORE F 2201 561 8- 0 2-10 A LOCK 3.Ox 6.0 1.4 0.7 0.93 HANDLING , INSTALLING 6 Hz = 279 A LOCK 7.Ox 6.0 4.3 1.0 0.55 BRACING TRUSSES. B LOCK 6.Ox 6.0 0.9-3.6 0.77 3. SEE ATTACHED DETAIL SHEET Membr CSI P Lbs Axl-CSI-Bnd D LOCK 6.Ox 6.0 0.9-3.6 0.75 FOR: 1-JACK NAILS. ----------Top Chords---------- E LOCK 6.Ox 6.0-0.9-3.6 0.75 2-TBRACE. 3-BEARING BLOCK. A -L 0.41 4115 C 0.12 0.29 F LOCK 3.Ox 6.0-1.4 0.7 0.90 4. DESIGNER: JIB Robbins Engineering, Inc./Online Plus- 0 199&2005 Version 18.0.014 Engineering . Portrait 12/1/2005 9:12:53 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HIB 1 1 SP 5OOOOO 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) NO 4-3 HO 4-3 C, 0 0 fV O 0 N TC!" 11-0-0 12-8-11 10-0-0 1207151 23-8-0 0 6x6 6x6 _r 6 D E 2x4 3x6 N R I 6x6 6x6 3x6 6 1 H C 0 3x10 12-2-3 6 S1 1-4-OA 2x4 L 2x4 1-4-OH P 7x6 3x6V A 7x6 m 3x6 �I 1- 4- OK S3 Q S2 J H F W:800 T 3x6 4xB 4x10 4x8 4x8 7xlO G I R:2281 U: 559 2x4 #7x12 I I W:800 SPL R:2235 U: 560 HC 29-0-0 1 21-0-0 �} 50-0-0 ALL PLATES ARE L0CK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.131" = 1' Robbins Engineering, Inc./Online P1us- B -C 0.49 4024 C 0.10 0.39 S2 LOCK 4.Ox 8.0 Ctr 0.2 0.76 C -R 0.79 4464 C 0.23 0.56 H LOCK 7.Ox10.0 Ctr 1.8 0.97 Online Plus -- Version 18.0.014 R -D 0.45 3007 C 0.06 0.39 I# LOCK 7.Ox12.0-0.4 1.8 0.75 RUN DATE: 01-DEC-05 D -E 0.14 2682 C 0.05 0.09 E -N 0.36 3314 C 0.07 0.29 # = Plate Monitor used CSI -Size- ----Lumber---- N -O 0.70 3305 C 0.21 0.49 TC 0.79 2x 4 SP-#2 O -S1 0.62 3686 C 0.09 0.53 REFER TO ROBBINS ENG. GENERAL BC 0.60 2x 4 SP-SS S1-P 0.61 3794 C 0.22 0.39 NOTES AND SYMBOLS SHEET FOR EX A -S3 2x 4 SP-#2 P -F 0.72 4061 C 0.27 0.45 ADDITIONAL SPECIFICATIONS. EX G -I 2x 4 SP-#2 --------Bottom Chords --------- CW 0.55 2x 4 SP-#3 A -K 0.90 3781 T 0.32 0.58 NOTES: WB 0.75 2x 4 SP-#3 K -S3 0.75 3413 T 0.57 0.18 Trusses Manufactured by: EX H -I 2x 4 SP-#2 S3-Q 0.49 3413 T 0.29 0.20 East Coast Lumber PH --- 2x 4 SP-#3 Q -S2 0.54 3281 T 0.28 0.26 Analysis Conforms To: S2-J 0.60 3281 T 0.28 0.32 FBC2004 Brace truss as follows: J -H 0.54 2635 T 0.22 0.32 OH Loading O.C. From To G -i 0.93 110 T 0.00 0.93 Soffit psf 2.0 TC Cont. 0- 0- 0 50- 0- 0 I -F 0.53 3631 T 0.16 0.37 Provide connection to bearing BC Cont. 0- 0- 0 50- 0- 0 ---------- Chord -Webs---------- for 307 Lba Horiz Reaction WB 1 rows CLB on Q -C G -H 0.55 242 T 0.01 0.54 Design checked for LL on BC WB 1 rows CLB on R -J H -N 0.12 344 C 0.12 0.00 per BOCA (section 1606.2.3) WB 1 rows CLB on J -E -------------Webs------------- and IBC/IRC-2003. WB 1 rows CLB on H -O L -K 0.11 368 C Design checked for 10 psf non- WS 1 rows CLB on G -N K -B 0.11 372 T concurrent LL on BC. Attach CLB with (2)-10d nails B -Q 0.45 1412 T Prevent trues rotation at all at each web. Q -C 0.42 2217 C 1 Br bearing locations. Q -R 0.48 1379 T NOTE: USER MODIFIED PLATES Loading Live Dead (psf) R -J 0.40 1106 C 1 Br This design may have plates TC 20.0 15.0 J -D 0.46 1070 T selected through a plate BC 0.0 5.0 J -E 0.07 207 T 1 Br monitor. Total 20.0 20.0 40.0 E -H 0.75 1177 T Wind Loads - ANSI / ASCE 7-02 Spacing 24.0" H -O 0.16 512 C 1 Br Truss is designed as a Main Lumber Duration Factor 1.25 H -I 0.90 3253 T Wind -Force Resistance System. Plate Duration Factor 1.25 O -I 0.08 274 T Wind Speed: 120 mph TC Fb=1.15 Fc=1.10 Ft=1.10 I -P 0.15 428 C Mean Roof Height: 18-0 BC Fb=1.10 Fc=1.10 Ft=1.10 Exposure Category: B LL Defl -0.59" in Q -S2 L/985 Occupancy Factor : 1.00 TL Defl -0.97" in Q -S2 L/600 Building Type: Enclosed Plus 6 Wind Load Case(s) Shear // Grain in S2-J 0.46 Zone location: Exterior Plus 1 UBC LL Load Case(s) DL Defl -0.53" at S2 L/999 TC Dead Load 7.0 psf Plus 1 BC LL Load Cases) BC Dead Load 3.0 psf Plates for each ply each face. Max comp. force 4464 Lbs Checked for NonConcurrent 200 PLATING CONFORMS TO TPI. Quality Control Factor 1.00 Lbs Moving Point Load applied REPORTS: SBCCI 9761 at Panel Points and Mid -panel ROBBINS ENGINEERING, INC. FABRICATOR NOTES: on BC BASED ON SP LUMBER 1. EAST COAST LUMBER 6 SUPPLY USING GROSS AREA TEST. J.C. WEBER P.E.#17455 Jt React Uplft Size Req'd Plate - LOCK 20 Ga, Gross Area 5285 ST. LUCIE BLVD. Lbs Lbs In-Sx In-Sx Plate - RHS 20 Ga, Gross Area FORT PIERCE FL. 34946 A 2282 559 8- 0 2-11 Jt Type Plt Size X Y JSI 2. M CAUTION M READ "SCSI-B1 Hz = -302 A LOCK 3.Ox 6.0 1.4 0.7 0.96 SUMMARY SHEET" BEFORE F 2236 561 8- 0 2-10 A LOCK 7.Ox 6.0 4.3 1.0 0.59 HANDLING , INSTALLING 6 Hz = 307 B LOCK 6.Ox 6.0 0.7-4.1 0.87 BRACING TRUSSES. D LOCK 6.Ox 6.0 0.9-3.6 0.75 3. SEE ATTACHED DETAIL SHEET Membr CSI P Lbs Axl-CSI-Bnd E LOCK 6.Ox 6.0-0.9-3.6 0.75 FOR: 1-JACK NAILS. ----------Top Chords---------- F LOCK 3.Ox 6.0-1.4 0.7 0.92 2-TBRACE. 3-HEARING BLACK. A -L 0.41 4235 C 0.12 0.29 F LACK 7.Ox 6.0-4.3 1.0 0.54 4. DESIGNER: JIB L -B 0.65 3930 C 0.19 0.46 S3 LACK 4.Ox 8.0 Ctr 0.2 0.86 Robbins Engineering. Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 12I1/2005 9:12:54 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HI C 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) NO 4-3 HO 4-3 0 N 0 N O TC 1" 13-0-0 12-8-11 9-4-0 1 24-11-15 O 1. � 6x6 �7 L 6 D � 2x4 n 2x4 M m L 3x10 6A6 6x6 S5 9 C 3x6 3x8 N 12-10-3 6F_ S3 6 1-4-OA 2x4 K 3x8 1-4-OG S1 2x4 O 7x6 3x6 A 7x6 m 3x6 1- 4- 0 J S2 I S4 G E -L W:800 T4x8 4x8 5x83x8 7x10 F H ri R:2 559 U: 559 2x4 #7x12 W:800 SPL R:2259 U: 560 BC1 29-0-0 21-0-0 ' 50-0-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.130" = 1' Robbins Engineering, Inc./Online P1us- K -S3 0.39 4045 C 0.11 0.28 H# LOCK 7.Ox12.0-0.6 1.8 0.75 S3-B 0.59 3948 C 0.23 0.36 Online Plus -- Version 18.0.014 B -C 0.19 2828 C 0.05 0.14 # = Plate Monitor used RUN DATE: 01-DEC-05 C -L 0.33 3648 C 0.09 0.24 L -D 0.47 3664 C 0.17 0.30 REFER TO ROBBINS ENG. GENERAL CSI -Size- ----Lumber---- D -M 0.39 3413 C 0.08 0.31 NOTES AND SYMBOLS SHEET FOR TC 0.73 2x 4 SP-#2 M -S5 0.68 3339 C 0.21 0.47 ADDITIONAL SPECIFICATIONS. BC 0.98 2x 4 SP-#2 S5-N 0.68, 3444 C 0.21 0.47 EX S2-S4 2x 4 SP-SS N -S1 0.63 3772 C 0.23 0.40 NOTES: EX H -E 2x 4 SP-SS S1-O 0.53 3879 C 0.10 0.43 Trusses Manufactured by: CW 0.76 2x 4 SP-#3 0 -E 0.73 4112 C 0.28 0.45 East Coast Lumber WB 0.92 2x 4 SP-#3 --------Bottom Chords--------- Analysis Conforms To: EX G -H 2x 4 SP-112 A -J 0.98 3817 T 0.31 0.67 FBC2004 PH --- 2x 4 SP-#3 J -S2 0.81 3763 T 0.63 0.18 OH Loading S2-I 0.66 3763 T 0.32 0.34 Soffit psf 2.0 Brace truss as follows: I -S4 0.55 2529 T 0.21 0.34 Provide connection to bearing O.C. From To S4-G 0.86 2529 T 0.42 0.44 for 324 Lbs Horiz Reaction TC Cont. 0- 0- 0 50- 0- 0 F -H 0.93 153 C 0.00 0.93 Design checked for LL on BC BC Cont. 0- 0- 0 50- 0- 0 H -E 0.53 3677 T 0.16 0.37 per BOCA (section 1606.2.3) WB 1 rows CLB on J -C ---------- Chord -webs ---------- and IBC/IRC-2003. WB 1 rows CLB on I -L F -G 0.76 242 T 0.01 0.75 Design checked for 10 psf non- WB 1 rows CLB on I -D G -M 0.14 389 C 0.14 0.00 concurrent LL on BC. WB 1 rows CLB on G -N -------------Webs------------- Prevent truss rotation at all WB 1 rows CLB on F -M K -J 0.12 377 C bearing locations. Attach CLB with (2)-10d nails J -B 0.51 1619 T NOTE: USER MODIFIED PLATES at each web. J -C 0.43 1399 C 1 Br This design may have plates C -I 0.77 937 C selected through a plate Loading Live Dead (psf) I -L 0.10 354 C 1 Br monitor. TC 20.0 15.0 I -D 0.53 1664 T 1 Br Wind Loads - ANSI / ASCE 7-02 BC 0.0 5.0 D -G 0.92 1447 T Truss is designed as a Main Total 20.0 20.0 40.0 G -N 0.15 484 C 1 Br Wind -Force Resistance System. Spacing 24.0" G -H 0.88 3526 T Wind Speed: 120 mph Lumber Duration Factor 1.25 N -H 0.08 265 T Mean Roof Height: 18-0 Plate Duration Factor 1.25 H -0 0.15 428 C Exposure Category: B TC Fb=1.15 Fc=1.10 Ft=1.10 Occupancy Factor : 1.00 BC Fb=1.10 Fc=1.10 Ft=1.10 LL Defl -0.53" in S4-G L/999 Building Type: Enclosed TL Defl -0.91" in S4-G L/644 Zone location: Exterior Shear // Grain in S5-N 0.29 TC Dead Load 7.0 psf Plus 6 Wind Load Case(s) DL Defl -0.48" at S4 L/999 BC Dead Load 3.0 psf Plus 1 UBC LL Load Case(s) Max comp. force 4275 Lbs Plus 1 BC LL Load Case(s) Plates for each ply each face. Quality Control Factor 1.00 PLATING CONFORMS TO TPI. Checked for NonConcurrent 200 REPORTS: SBCCI 9761 FABRICATOR NOTES: Lbs Moving Point Load applied ROBBINS ENGINEERING, INC. 1. EAST COAST LUMBER 6 SUPPLY at Panel Points and Mid -panel BASED ON SP LUMBER J.C. WEBER P.E.#17455 on BC USING GROSS AREA TEST. 5285 ST. LUCIE BLVD. Plate - LOCK 20 Ga, Gross Area FORT PIERCE FL. 34946 Jt React Uplft Size Req'd Plate - RHS 20 Ga, Gross Area 2. M CAUTION M READ "BCSI-B1 Lbs Lbs In-Sx In-Sx Jt Type Plt Size X Y JSI SUMMARY SHEET" BEFORE A 2321 559 8- 0 2-12 A LOCK 3.Ox 6.0 1.4 0.7 0.97 HANDLING , INSTALLING 6 Hz = -320 A LOCK 7.Ox 6.0 4.3 1.0 0.60 BRACING TRUSSES. E 2259 561 8- 0 2-11 B LOCK 6.Ox 6.0 0.9-3.6 0.88 3. SEE ATTACHED DETAIL SHEET Hz = 324 D LOCK 6.Ox 6.0 Ctr-0.6 0.75 FOR: 1-JACK NAILS. E LOCK 3.Ox 6.0-1.4 0.7 0.93 2-TBRACE. 3-HEARING BLOCK. Membr CSI P Lbs Axl-CSI-Bnd E LOCK 7.Ox 6.0-4.3 1.0 0.55 4. DESIGNER: JIB ----------Top Chords---------- S2 LOCK 4.Ox 8.0 Ctr 0.2 0.83 A -K 0.57 4275 C 0.24 0.33 G LOCK 7.Ox10.0 Ctr 1.8 0.86 Robbins Engineering. Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/1R005 9:12:55 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HID 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-3 0 b 0 O N O TC 15-0-0 .2-8-11 7-4-0 1 24-11-15 N 0 1" 6x6 D T 6 �- 2x4 3- 8- 0 6x6 6x6 L 3x10 I I B C SS ! 3x8 3x6 6 S1 2x4 M 12-10-3 6 1-4-OA K 3x8 1-4-OG S2 2x4 N 7x6 3x6 A 7x6 m 3x6 I I r1- 4- 0 J S3 I S4 G E W:800 T 3x6 3x8 4x10 3x8 7x10 F H R:2344 U: 559 2x4 #7x12 W:800 SPL R:2267 U: 560 BCJ 29-0-0 21-0-0 50-0-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.130" = 1' Robbins Engineering, Inc./Online Plus" A -K 0.76 4300 C 0.30 0.46 # = Plate Monitor used K -S1 0.69 4141 C 0.11 0.58 Online Plus -- Version 18.0.014 Sl-B 0.80 4029 C 0.32 0.48 REFER TO ROBBINS ENG. GENERAL RUN DATE: 01-DEC-05 B -C 0.72 3791 C 0.09 0.63 NOTES AND SYMBOLS SHEET FOR C -D 0.89 3612 C 0.25 0.64 ADDITIONAL SPECIFICATIONS. CSI -Size- ----Lumber---- D -L 0.43 3411 C 0.07 0.36 TC 0.76 2x 4 SP-412 L -S5 0.75 3357 C 0.23 0.52 NOTES: EX S1-B 2x 4 SP-SS S5-M 0.75 3463 C 0.23 0.52 Trusses Manufactured by: EX C -D 2x 4 SP-SS M -S2 0.63 3790 C 0.23 0.40 East Coast Lumber BC 1.00 2x 4 SP-1112 S2-N 0.52 3897 C 0.10 0.42 Analysis Conforms To: EX S3-S4 2x 4 SP-SS N -E 0.73 4129 C 0.28 0.45 FBC2004 EX H -E 2x 4 SP-SS --------Bottom Chords--------- ON Loading CW 0.75 2x 4 SP-#3 A -J 1.00 3847 T 0.31 0.69 Soffit paf 2.0 WB 0.89 2x 4 SP-#3 J -S3 0.77 3199 T 0.53 0.24 Provide connection to bearing EX G -H 2x 4 SP-#2 S3-I 0.62 3198 T 0.27 0.35 for 324 Lbs Horiz Reaction PH --- 2x 4 SP-113 I -S4 0.57 2559 T 0.22 0.35 Design checked for LL on BC S4-G 0.86 2559 T 0.42 0.44 per BOCA (section 1606.2.3) Brace truss as follows: F -H 0.93 152 C 0.00 0.93 and IBC/IRC-2003. O.C. From To H -E 0.53 3692 T 0.16 0.37 Design checked for 10 paf non- TC Cont. 0- 0- 0 50- 0- 0 ---------- Chord -Webs ---------- concurrent LL on BC. BC Cont. 0- 0- 0 50- 0- 0 F -G 0.75 242 T 0.01 0.74 Prevent truss rotation at all WB 1 rows CLB on C -I G -L 0.12 346 C 0.12 0.00 bearing locations. WB 1 rows CLB on G -M -------------Webs------------- NOTE: USER MODIFIED PLATES WB 1 rows CLB on F -L K -J 0.15 485 C This design may have plates Attach CLB with (2)-10d nails J -B 0.26 716 T selected through a plate at each web. B -I 0.36 1124 T monitor. C -I 0.56 2063 C 1 Br Wind Loads - ANSI / ASCE 7-02 Loading Live Dead (paf) I -D 0.89 1541 T Trues is designed as a Main TC 20.0 15.0 D -G 0.88 1402 T Wind -Force Resistance System. BC 0.0 5.0 G -M 0.16 489 C 1 Br Wind Speed: 120 mph Total 20.0 20.0 40.0 G -H 0.88 3536 T Mean Roof Height: 18-0 Spacing 24.0" M -H 0.08 265 T Exposure Category: B Lumber Duration Factor 1.25 H -N 0.15 426 C Occupancy Factor : 1.00 Plate Duration Factor 1.25 Building Type: Enclosed TC Fb=1.15 Fc=1.10 Ft=1.10 LL Defl -0.53" in S4-G L/999 Zone location: Exterior BC Fb=1.10 Fc=1.10 Ft=1.10 TL Defl -0.90" in S4-G L/645 TC Dead Load 7.0 pef Shear // Grain in C -D 0.34 BC Dead Load 3.0 pef DL Defl -0.47" at S4 L/999 Max comp. force 4300 Lbs Plus 6 Wind Load Case(s) Quality Control Factor 1.00 Plus 1 UBC LL Load Case(s) Plates for each ply each face. Plus 1 BC LL Load Case(s) PLATING CONFORMS TO TPI. FABRICATOR NOTES: REPORTS: SBCCI 9761 1. EAST COAST LUMBER 6 SUPPLY Checked for NonConcurrent 200 ROBBINS ENGINEERING, INC. J.C. WEBER P.E.#17455 Lbs Moving Point Load applied BASED ON SP LUMBER 5285 ST. LUCIE BLVD. at Panel Points and Mid -panel USING GROSS AREA TEST. FORT PIERCE FL. 34946 on BC Plate - LOCK 20 Ga, Gross Area 2. !!!CAUTION!!! READ 1-BCSI-B1 Plate - RHS 20 Ga, Grose Area SUMMARY SHEET" BEFORE Jt React Uplft Size Req'd Jt Type Plt Size X Y JSI HANDLING , INSTALLING 6 Lbs Lbs In-Sx In-Sx A LOCK 3.Ox 6.0 1.4 0.7 0.97 BRACING TRUSSES. A 2345 559 8- 0 2-12 A LOCK 7.Ox 6.0 4.3 1.0 0.61 3. SEE ATTACHED DETAIL SHEET Hz = -320 B LOCK 6.Ox 6.0 0.7-4.1 0.87 FOR: 1-JACK NAILS. E 2267 561 8- 0 2-11 D LOCK 6.Ox 6.0 Ctr-0.6 0.75 2-TBRACE. 3-BEARING BLOCK. Hz = 325 E LOCK 3.Ox 6.0-1.4 0.7 0.93 4. DESIGNER: JIB E LOCK 7.Ox 6.0-4.3 1.0 0.56 Membr CSI P Lbs Axl-CSI-Bnd G LOCK 7.Ox10.0 Ctr 1.8 0.86 ----------Top Chords---------- H# LOCK 7.Oxl2.0-0.6 1.8 0.76 Robbins Engineering. Inc./Online Plus- 0 1998-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:12:55 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HIE 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) NO 4-3 NO 4-3 a o N N O TC 17-0-0 12-8-11 5-4-0 1 24-11-15 N N O 1•4 6x6 m D 6 T 2- 8- 0 6x6 6x6 2x4 8 C M 3x8 - S4 6r- 2x4 3x6 12-10-3 3x8 I' N 6 1-4-OA 2x4 S1 3x10 1-4-OG K S2 2x4 7x6 0 3x6 A 7x6 R 3x6 1- 4- 0 J S5 I S3 G E W:800 !b 4x84x8 5x8 3x8 7x10 P H �q I I R:2364 U: 559 2x4 97xl2 W:800 SPL R:2296 U: 560 BC 30-6-0 1 19-6-0 50-0-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.130" = 1' Robbins Engineering, Inc./Online P1us- S1-L 0.48 4042 C 0.10 0.38 HN LOCK 7.Oxl2.0-0.6 1.8 0.83 L -B 0.93 4099 C 0.31 0.62 Online Plus -- Version 18.0.014 B -C 0.44 3349 C 0.07 0.37 # = Plate Monitor used RUN DATE: 01-DEC-05 C -D 0.70 3719 C 0.16 0.54 D -M 0.40 3704 C 0.09 0.31 REFER TO ROBBINS ENG. GENERAL CSI -Size- ----Lumber---- M -S4 0.40 3619 C 0.09 0.31 NOTES AND SYMBOLS SHEET FOR TC 0.93 2x 4 SP-#2 S4-N 0.52 3715 C 0.09 0.43 ADDITIONAL SPECIFICATIONS. BC 0.67 2x 4 SP-SS N -S2 0.64 3919 C 0.24 0.40 EX F -H 2x 4 SP-#2 S2-0 0.54 4020 C 0.25 0.29 NOTES: EX H -E 2x 4 SP-#2 O -E 0.55 4222 C 0.23 0.32 Trusses Manufactured by: CW 0.94 2x 4 SP-H3 --------Bottom Chords--------- East Coast Lumber WB 0.99 2x 4 SP-#3 A -J 0.54 3908 T 0.16 0.38 Analysis Conforms To: EX G -H 2x 4 SP-#2 J -S5 0.34 3093 T 0.26 0.08 FBC2004 PB --- 2x 4 SP-83 SS -I 0.67 3093 T 0.26 0.41 OH Loading I -S3 0.63 2597 T 0.22 0.41 Soffit psf 2.0 Brace truss as follows: S3-G 0.54 2597 T 0.22 0.32 Provide connection to bearing O.C. From To F -H 0.90 189 C 0.00 0.90 for 324 Lbs Horiz Reaction TC Cont. 0- 0- 0 50- 0- 0 H -E 0.94 3772 T 0.31 0.63 Design checked for LL on BC BC Cont. 0- 0- 0 50- 0- 0 ---------- Chord -Webs ---------- per BOCA (section 1606.2.3) WB 1 rows CLB on I -C F -G 0.94 241 T 0.01 0.93 and IBC/IRC-2003. WB 1 rows CLB on D -G G -M 0.12 407 C 0.12 0.00 Design checked for 10 psf non- WB 1 rows CLB on F -M -------------Webs------------- concurrent LL on BC. Attach CLB with (2)-10d nails K -J 0.13 295 C Prevent truss rotation at all at each web. J -L 0.18 433 C bearing locations. J -B 0.55 920 T NOTE: USER MODIFIED PLATES Loading Live Dead (psf) B -1 0.27 870 T This design may have plates TC 20.0 15.0 I -C 0.59 1934 C 1 Br selected through a plate BC 0.0 5.0 I -D 0.99 1678 T monitor. Total 20.0 20.0 40.0 D -G 0.50 1560 T 1 Br Wind Loads - ANSI / ASCE 7-02 Spacing 24.0" G -N 0.36 384 C Trues is designed as a Main Lumber Duration Factor 1.25 G -H 0.83 3777 T Wind -Force Resistance System. Plate Duration Factor 1.25 N -H 0.08 225 T Wind Speed: 120 mph TC Fb=1.15 Fc=1.10 Ft=1.10 H -0 0.11 387 C Mean Roof Height: 18-0 BC Fb=1.10 Fc=1.10 Ft=1.10 Exposure Category: B LL Defl -0.70" in S3-G L/835 Occupancy Factor : 1.00 TL Defl -1.11" in S3-G L/523 Building Type: Enclosed Plus 6 Wind Load Case(s) Shear // Grain in L -B 0.27 Zone location: Exterior Plus 1 UBC LL Load Case(s) DL Defl -0.57" at S3 L/999 TC Dead Load 7.0 psf Plus 1 BC LL Load Case(s) BC Dead Load 3.0 psf Plates for each ply each face. Max comp. force 4386 Lbs Checked for NonConcurrent 200 PLATING CONFORMS TO TPI. Quality Control Factor 1.00 Lbs Moving Point Load applied REPORTS: SBCCI 9761 at Panel Points and Mid -panel ROBBINS ENGINEERING, INC. FABRICATOR NOTES: on BC BASED ON SP LUMBER 1. EAST COAST LUMBER 6 SUPPLY USING GROSS AREA TEST. J.C. WEBER P.E.N17455 Jt React Uplft Size Req'd Plate - LOCK 20 Ga, Gross Area 5285 ST. LUCIE BLVD. Lbs Lbs In-Sx In-Sx Plate - RHS 20 Ga, Gross Area FORT PIERCE FL. 34946 A 2364 559 8- 0 2-13 Jt Type Plt Size X Y JSI 2. !!!CAUTION!!! READ "BCSI-Bl Hz = -320 A LOCK 3.Ox 6.0 1.4 0.7 0.99 SUMMARY SHEET" BEFORE E 2296 561 8- 0 2-11 A LOCK 7.Ox 6.0 4.3 1.0 0.63 HANDLING , INSTALLING 6 Hz = 325 B LOCK 6.Ox 6.0 0.7-4.1 0.92 BRACING TRUSSES. D LOCK 6.Ox 6.0 Ctr-0.6 0.75 3. SEE ATTACHED DETAIL SHEET Membr CSI P Lbs Axl-CSI-Bnd E LOCK 3.Ox 6.0-1.4 0.7 0.95 FOR: 1-JACK NAILS. ----------Top Chords---------- E LOCK 7.Ox 6.0-4.3 1.0 0.58 2-TBRACE. 3-BEARING BLOCK. A -K 0.48 4386 C 0.13 0.35 S5 LOCK 4.Ox 8.0 Ctr 0.2 0.76 4. DESIGNER: JIB K -Sl 0.26 4115 C 0.14 0.12 G LOCK 7.0x10.0 Ctr 1.8 0.88 Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/12005 9:12:56 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HIF 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-3 • b o N O N O TC !'� ! 19-0-0 12-8-1i 3-4-0 1 24-11-15 h� 1 66.8 if D 6x6 6x6 1- 8- 0 H C 2x4 M 3x8 3x6 S4 L 3x10 3x6 12-10-3 S1 6 � N� 6 1-4-OA 2x4 K 3x10 1-4-OG S2 2x4 7x6 0 3x6 A 7x6 _ fall1- 4- 0 J S3 I SS P G 3x6 E W:800 !L 3x64x8 4x8 4x8 3x8 7x10 F H � R:2329 U: 559 2x4 g7x12 W:800 SPL R:2263 U: 560 BC I 30-6-0 19-6-0 50-0-0 , ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.130" = 1' Robbins Engineering, Inc./Online Plus- K -S1 0.46 4025 C 0.23 0.23 S5 LOCK 4.Ox 8.0 Ctr 0.2 0.81 S1-L 0.59 3928 C 0.23 0.36 P LOCK 3.Ox 8.0-0.5 Ctr 0.88 Online Plus -- Version 18.0.014 L -B 0.49 3193 C 0.07 0.42 G LOCK 7.Ox10.0 Ctr 1.8 0.81 RUN DATE: 01-DEC-05 B -C 0.18 2850 C 0.05 0.13 H# LOCK 7.Oxl2.0-1.0 1.8 0.75 C -D 0.35 2847 C 0.05 0.30 CSI -Size- ----Lumber---- D -M 0.46 3586 C 0.16 0.30 # = Plate Monitor used TC 0.59 2x 4 SP-#2 M -S4 0.45 3494 C 0.08 0.37 BC 0.94 2x 4 SP-1112 S4-N 0.52 3592 C 0.09 0.43 REFER TO ROBBINS ENG. GENERAL EX A -S3 2x 4 SP-SS N -S2 0.59 3847 C 0.22 0.37 NOTES AND SYMBOLS SHEET FOR EX S5-G 2x 4 SP-SS S2-0 0.51 3946 C 0.22 0.29 ADDITIONAL SPECIFICATIONS. CW 0.34 2x 4 SP-#3 O -E 0.55 4151 C 0.23 0.32 WB 0.56 2x 4 SP-113 --------Bottom Chords--------- NOTES: EX G -H 2x 4 SP-112 A -J 0.54 3842 T 0.16 0.38 Trusses Manufactured by: PH --- 2x 4 SP-113 J -S3 0.41 3390 T 0.29 0.12 East Coast Lumber S3-I 0.90 3390 T 0.29 0.61 Analysis Conforms To: Brace truss as follows: I -S5 0.78 2954 T 0.49 0.29 FBC2004 O.C. From To S5-P 0.57 2954 T 0.13 0.44 OR Loading TC Cont. 0- 0- 0 50- 0- 0 P -G 0.34 2568 T 0.22 0.12 Soffit psf 2.0 BC Cont. 0- 0- 0 50- 0- 0 F -H 0.89 67 T 0.00 0.89 Provide connection to bearing WB 1 rows CLB on L -I B -E 0.94 3708 T 0.31 0.63 for 324 Lbs Boriz Reaction WB 1 rows CLB on I -C ---------- Chord -Webs ---------- Design checked for LL on BC WB 1 rows CLB on C -P F -G 0.34 241 T 0.01 0.33 per BOCA (section 1606.2.3) WB 1 rows CLB on D -G G -M 0.13 434 C 0.13 0.00 and IBC/IRC-2003. WB 1 rows CLB on G -N -------------Webs------------- Design checked for 10 psf non- WB 1 rows CLB on F -M K -J 0.15 392 C concurrent LL on BC. Attach CLB with (2)-10d nails J -L 0.14 460 T Prevent truss rotation at all at each web. L -I 0.25 765 C 1 Br bearing locations. I -B 0.36 1135 T NOTE: USER MODIFIED PLATES Loading Live Dead (psf) I -C 0.15 409 C 1 Br This design may have plates TC 20.0 15.0 C -P 0.44 1097 C 1 Br selected through a plate BC 0.0 5.0 P -D 0.56 1267 T monitor. Total 20.0 20.0 40.0 D -G 0.44 1389 T 1 Br Wind Loads - ANSI / ASCE 7-02 Spacing 24.0" G -N 0.11 407 C 1 Br Trues is designed as a Main Lumber Duration Factor 1.25 G -H 0.86 3468 T Wind -Force Resistance System. Plate Duration Factor 1.25 N -H 0.07 229 T Wind Speed: 120 mph TC Fb=1.15 Fc=1.10 Ft=1.10 H -0 0.11 382 C Mean Roof Height: 18-0 BC Fb=1.10 Fc=1.10 Ft=1.10 Exposure Category: B LL Defl -0.46" in S3-I L/999 Occupancy Factor : 1.00 TL Defl -0.79" in F -H L/736 Building Type: Enclosed Plus 6 Wind Load Case(s) Shear // Grain in S5-P 0.43 Zone location: Exterior Plus 1 UBC LL Load Case(s) DL Defl -0.41" at F L/999 TC Dead Load 7.0 psf Plus 1 BC LL Load Case(s) BC Dead Load 3.0 psf Plates for each ply each face. Max comp. force 4303 Lbs Checked for NonConcurrent 200 PLATING CONFORMS TO TPI. Quality Control Factor 1.00 Line Moving Point Load applied REPORTS: SBCCI 9761 at Panel Points and Mid -panel ROBBINS ENGINEERING, INC. FABRICATOR NOTES: on BC BASED ON SP LUMBER 1. EAST COAST LUMBER 6 SUPPLY USING GROSS AREA TEST. J.C. WEBER P.E.#17455 Jt React Uplft Size Req'd Plate - LOCK 20 Ga, Gross Area 5285 ST. LUCIE BLVD. Lba Lbs In-Sx In-Sx Plate - RHS 20 Ga, Gross Area FORT PIERCE FL. 34946 A 2330 559 8- 0 2-12 Jt Type Plt Size X Y JSI 2. !!!CAUTION!!! READ ,BCSI-Bl Hz = -320 A LOCK 3.Ox 6.0 1.4 0.7 0.97 SUMMARY SHEET" BEFORE E 2263 561 8- 0 2-11 A LOCK 7.Ox 6.0 4.3 1.0 0.61 HANDLING , INSTALLING 6 Hz = 324 B LOCK 6.Ox 6.0 0.9-3.6 0.75 BRACING TRUSSES. D LOCK 6.Ox 8.0 Ctr-1.1 0.76 3. SEE ATTACHED DETAIL SHEET Membr CSI P Lbs Axl-CSI-Bnd E LOCK 3.Ox 6.0-1.4 0.7 0.94 FOR: 1-JACK NAILS. ----------Top Chords---------- E LOCK 7.Ox 6.0-4.3 1.0 0.56 2-TBRACE. 3-BEARING BLOCK. A -K 0.50 4303 C 0.22 0.28 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.86 4. DESIGNER: JIB Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:12:57 AM Page 1 Job Job Mark _P Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T Hl G 1 sP s00000 6 1- 2- 0 1- 2- o CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-3 0 0 0 ,0 0 O 0 N O TCI''i 1 21-0-0 O ;2-8-11. 1 24-11-15 N O I~ I 6x6 D 6x6 6x6 6 8- 0� B C T zx4 M 3x8 i 2x4 S5 6 � T 3x10 3x6 12-10-3 Sl 3x6 N � 6 1-4-OA S 3x10 1-4-OG 92 2.4 7x6 O 3x6 A 7x6 ig 3x6 �1 1- 4- OR S3 Q S4 P G E - W:800 if 2x4 4x8 4x8 3x84x8 7x10 F H pa II R:2 559 U: 559 2x4 #7xl2 W:800 SPL R:2275 U: 560 BCj 30-6-0 19-6-0 n � 50-0-0 ALL PLATES ARE LOCK20, # - PLATE SELECTED IN PLATE MONITOR Scale: 0.130" = 1' Robbins Engineering, Inc./Online P1us- B -C 0.18 2770 C 0.05 0.13 H# LOCK 7.Oxl2.0-0.8 1.8 0.75 C -D 0.35 3035 C 0.06 0.29 Online Plus -- Version 18.0.014 D -M 0.51 3596 C 0.08 0.43 # = Plate Monitor used RUN DATE: 01-DEC-05 M -S5 0.37 3526 C 0.08 0.29 S5-N 0.55 3624 C 0.19 0.36 REFER TO ROBBINS ENG. GENERAL CSI -Size- ----Lumber---- N -S2 0.59 3875 C 0.22 0.37 NOTES AND SYMBOLS SHEET FOR TC 0.86 2x 4 SP-#2 S2-0 0.52 3974 C 0.23 0.29 ADDITIONAL SPECIFICATIONS. BC 0.96 2x 4 SP-112 O -E 0.56 4176 C 0.23 0.33 EX S4-G 2x 4 SP-SS --------Bottom Chords--------- NOTES: CW 0.39 2x 4 SP-113 A -R 0.80 3773 T 0.31 0.49 Trusses Manufactured by: WB 0.93 2x 4 SP-#3 R -S3 0.82 3773 T 0.33 0.49 East Coast Lumber EX G -H 2x 4 SP-#2 S3-Q 0.96 3774 T 0.63 0.33 Analysis Conforms To: PH --- 2x 4 SP-#3 Q -S4 0.86 2679 T 0.44 0.42 FBC2004 S4-P 0.57 2679 T 0.23 0.34 OH Loading Brace truss as follows: P -G 0.56 2591 T 0.22 0.34 Soffit paf 2.0 O.C. From To F -H 0.89 78 T 0.00 0.89 Provide connection to bearing TC Cont. 0- 0- 0 50- 0- 0 H -E 0.94 3730 T 0.31 0.63 for 324 Lbs Horiz Reaction BC Cont. 0- 0- 0 50- 0- 0 ---------- Chord -Webs ---------- Design checked for LL on BC WB 1 rows CLB on P -C F -G 0.39 241 T 0.01 0.38 per BOCA (section 1606.2.3) WB 1 rows CLB on D -G G -M 0.12 388 C 0.12 0.00 and IBC/IRC-2003. WB 1 rows CLB on F -M -------------Webs------------- Design checked for 10 paf non - Attach CLB with (2)-10d nails R -S 0.08 253 T concurrent LL on BC. at each web. S -Q 0.42 520 C Prevent truss rotation at all Q -T 0.36 494 C bearing locations. Loading Live Dead (paf) Q -B 0.93 1138 T NOTE: USER MODIFIED PLATES TC 20.0 15.0 B -P 0.16 394 T This design may have plates BC 0.0 5.0 P -C 0.60 1378 C 1 Br selected through a plate Total 20.0 20.0 40.0 P -D 0.64 1392 T monitor. Spacing 24.0" D -G 0.43 1368 T 1 Br Wind Loads - ANSI / ASCE 7-02 Lumber Duration Factor 1.25 G -N 0.40 413 C Trues is designed as a Main Plate Duration Factor 1.25 G -H 0.86 3503 T Wind -Force Resistance System. TC Fb=1.15 Fc=1.10 Ft=1.10 N -H 0.07 231 T Wind Speed: 120 mph BC Fb=1.10 Fc=1.10 Ft=1.10 H -0 0.11 383 C Mean Roof Height: 18-0 Exposure Category: B LL Defl -0.51" in Q -S4 L/999 Occupancy Factor : 1.00 Plus 6 Wind Load Cases) TL Defl -0.84" in Q -S4 L/695 Building Type: Enclosed Plus 1 UBC LL Load Case(s) Shear // Grain in S3-Q 0.43 Zone location: Exterior Plus 1 BC LL Load Case(s) DL Defl -0.43" at S4 L/999 TC Dead Load 7.0 psf BC Dead Load 3.0 pef Checked for Non,Concurrent 200 Plates for each ply each face. Max comp. force 4221 Lbs Lba Moving Point Load applied PLATING CONFORMS TO TPI. Quality Control Factor 1.00 at Panel Points and Mid -panel REPORTS: SBCCI 9761 on BC ROBBINS ENGINEERING, INC. FABRICATOR NOTES: BASED ON SP LUMBER 1. EAST COAST LUMBER 6 SUPPLY Jt React Uplft Size Req'd USING GROSS AREA TEST. J.C. WEBER P.E.#17455 Lbs Lbs in-Sx In-Sx Plate - LOCK 20 Ga, Gross Area 5285 ST. LUCIE BLVD. A 2316 559 8- 0 2-12 Plate - RHS 20 Ga, Gross Area FORT PIERCE FL. 34946 Hz = -320 Jt Type Plt Size X Y JSI 2. !!!CAUTION!!! READ "BCSI-B1 E 2275 561 8- 0 2-11 A LOCK 3.Ox 6.0 1.4 0.7 0.95 SUMMARY SHEET" BEFORE Hz = 325 A LOCK 7.Ox 6.0 4.3 1.0 0.58 HANDLING , INSTALLING 6 B LOCK 6.Ox 6.0 0.9-3.6 0.81 BRACING TRUSSES. Membr CSI P Lbs Axl-CSI-Bnd D LOCK 6.Ox 6.0 Ctr-0.6 0.75 3. SEE ATTACHED DETAIL SHEET ----------Top Chords---------- E LOCK 3.Ox 6.0-1.4 0.7 0.94 FOR: 1-JACK NAILS. A -S 0.85 4221 C 0.32 0.53 E LOCK 7.Ox 6.0-4.3 1.0 0.57 2-TBRACE. 3-BEARING BLOCK. S -S1 0.52 3765 C 0.10 0.42 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.92 4. DESIGNER: JIB Sl-T 0.59 3661 C 0.09 0.50 P LOCK 4.Ox 8.0 Ctr 0.5 0.93 T -B 0.86 3716 C 0.29 0.57 G LOCK 7.Ox10.0 Ctr 1.8 0.82 Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:12:58 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HIH 1 sP s00000 6 1- 2- 0 1- 2- o CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0, 0 HO 4-3 0 • 0 C4 O 0 v O 0 N O TC �'� j 23-0-0 1, 1 25-8-0 6x6 6x6 B C 3x6 2x4 6 K L 3x8 S4 3x10 3x6 13-2-3 2x4 S1 M 3x8 1-4-OA J S2 1-4-OF 2x4 7x6 N 3x6 7x6 A TO 3x6 I� II 1- 4- 0 I S3 H S5 F D W:800 3x6 4x8 4x8 3x8 7x10 E G R:2367 2x4 #7xl2 W:800 U: 559 SPL R:2291 U: 560 BCJ 36-6-0 1 19-6-0 1I 50-0-0 t�i ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.131" = 1' Robbins Engineering, Inc./Online Plus- ---------- Top Chords---------- F LOCK 7.0x10.0 Ctr 1.8 0.87 A -J 0.53 4334 C 0.26 0.27 G# LOCK 7.Oxl2.0-0.8 1.8 0.79 Online Plus -- Version 18.0.014 J -S1 0.63 4163 C 0.36 0.27 RUN DATE: 01-DEC-05 Sl-K 0.78 4037 C 0.34 0.44 # = Plate Monitor used K -B 0.37 3178 C 0.04 0.33 CSI -Size- ----Lumber---- B -C 0.14 2524 C 0.10 0.04 REFER TO ROBBINS ENG. GENERAL TC 0.66 2x 4 SP-1112 C -L 0.66 3697 C 0.23 0.43 NOTES AND SYMBOLS SHEET FOR EX A -S1 2x 4 SP-SS L -S4 0.50 3619 C 0.09 0.41 ADDITIONAL SPECIFICATIONS. EX Sl-B 2x 4 SP-SS S4-M 0.50 3717 C 0.09 0.41 BC 0.94 2x 4 SP-#2 M -S2 0.63 3928 C 0.24 0.39 NOTES: EX A -S3 2x 4 SP-SS S2-N 0.44 4027 C 0.10 0.34 Trusses Manufactured by: EX S3-S5 2x 4 SP-SS N -D 0.55 4212 C 0.23 0.32 East Coast Lumber CW 0.86 2x 4 SP-#3 --------Bottom Chords--------- Analysis Conforme To: WB 0.66 2x 4 SP-#3 A -I 0.53 3878 T 0.16 0.37 FBC2004 EX F -G 2x 4 SP-#2 I -S3 0.40 3207 T 0.27 0.13 OH Loading PH --- 2x 4 SP-#3 S3-H 0.71 3207 T 0.27 0.44 Soffit psf 2.0 H -S5 0.65 2521 T 0.21 0.44 Provide connection to bearing Brace truss as follows: S5-F 0.93 2521 T 0.42 0.51 for 335 Lba Horiz Reaction O.C. From To E -G 0.89 174 C 0.00 0.89 Design checked for LL on BC TC Cont. 0- 0- 0 50- 0- 0 G -D 0.94 3763 T 0.31 0.63 per BOCA (section 1606.2.3) BC Cont. 0- 0- 0 50- 0- 0 ---------- Chord -Webs ---------- and IBC/IRC-2003. WB 1 rows CLB on K -H E -F 0.86 241 T 0.01 0.85 Design checked for 10 psf non- WB 1 rows CLB on H -C F -L 0.14 455 C 0.14 0.00 concurrent LL on BC. WB 1 rows CLB on C -F -------------Webs------------- Prevent truss rotation at all WB 1 rows CLB on E -L J -1 0.16 487 C bearing locations. Attach CLB with (2)-10d nails I -K 0.31 744 T NOTE: USER MODIFIED PLATES at each web. K -H 0.27 829 C 1 Br This design may have plates H -B 0.66 1176 T selected through a plate Loading Live Dead (psf) H -C 0.13 242 C 1 Br monitor. TC 20.0 15.0 C -F 0.51 1599 T 1 Br Wind Loads - ANSI / ASCE 7-02 BC 0.0 5.0 F -M 0.36 378 C Trues is designed as a Main Total 20.0 20.0 40.0 F -G 0.83 3725 T Wind -Force Resistance System. Spacing 24.0" M -G 0.07 225 T Wind Speed: 120 mph Lumber Duration Factor 1.25 G -N 0.11 386 C Mean Roof Height: 18-0 Plate Duration Factor 1.25 Exposure Category: B TC Fb=1.15 Fc=1.10 Ft=1.10 LL Defl -0.61" in SS-F L/959 Occupancy Factor : 1.00 BC Fb=1.10 Fc=1.10 Ft=1.10 TL Defl -0.98" in S5-F L/595 Building Type: Enclosed Shear // Grain in 31-K 0.33 Zone location: Exterior DL Defl -0.46" at S5 L/999 TC Dead Load 7.0 pef Plus 6 Wind Load Case(s) BC Dead Load 3.0 pef Plus 1 UBC LL Load Case(s) Plates for each ply each face. Max comp. force 4334 Lbs Plus 1 BC LL Load Case(s) PLATING CONFORMS TO TPI. Quality Control Factor 1.00 REPORTS: SBCCI 9761 Checked for NonConcurrent 200 ROBBINS ENGINEERING, INC. FABRICATOR NOTES: Lbs Moving Point Load applied BASED ON SP LUMBER 1. EAST COAST LUMBER 6 SUPPLY at Panel Points and Mid -panel USING GROSS AREA TEST. J.C. WEBER P.E.#17455 on BC Plate - LOCK 20 Ga, Grose Area 5285 ST. LUCIE BLVD. Plate - RHS 20 Ga, Grose Area FORT PIERCE FL. 34946 Jt React Uplft Size Req'd Jt Type Plt Size X Y JSI 2. !)!CAUTION((! READ 11BCSI-B1 Lba Lbs In-Sx In-Sx A LOCK 3.Ox 6.0 1.4 0.7 0.98 SUMMARY SHEET" BEFORE A 2368 559 8- 0 2-13 A LOCK 7.Ox 6.0 4.3 1.0 0.62 HANDLING , INSTALLING 6 Hz = -331 B LOCK 6.Ox 6.0 0.9-3.6 0.75 BRACING TRUSSES. D 2292 561 8- 0 2-11 C LOCK 6.Ox 6.0-0.7-4.1 0.89 3. SEE ATTACHED DETAIL SHEET Hz = 336 D LOCK 3.Ox 6.0-1.4 0.7 0.95 FOR: 1-JACK NAILS. D LOCK 7.Ox 6.0-4.3 1.0 0.58 2-TBRACE. 3-BEARING BLOCK. Membr CSI P Lba Axl-CSI-Bnd S3 LOCK 4.Ox 8.0 Ctr 0.2 0.75 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:12:59 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARUT Tll 1 2 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) NO 4-3 HO 4-3 o O p O N O N p TC I 23-8-0 26-4-0 I~ 7x6 I B 3x6 2x4 � J 6j K 3x8 S3 3x10 3x6 13-6-3 2x4 S1 L 1-4-OA I 3x8 1-4-OE S5 2x4 7x6 M 3x6 A 7x6 m 3x6 ® H S2 G S4 1- 4- 0 E C W:800 3x6 4x8 3x6 3x8 T7x10 R:2559 U: 559 2x4 #7xl2 W 800 SPL R:2296 U: 560 BC 30-6-0 19-6-0 �} 50-0-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.131" = 1' Robbins Engineering, Inc./Online Plus- ---------- Top Chords---------- # = Plate Monitor used A -i 0.55 4349 C 0.27 0.28 Online Plus -- Version 18.0.014 1 -S1 0.72 4168 C 0.33 0.39 REFER TO ROBBINS ENG. GENERAL RUN DATE: 01-DEC-05 S1-J 0.74 4042 C 0.33 0.41 NOTES AND SYMBOLS SHEET FOR J -B 0.40 3200 C 0.15 0.25 ADDITIONAL SPECIFICATIONS. CSI -Size- ----Lumber---- B -K 0.96 3718 C 0.31 0.65 TC 0.96 2x 4 SP-#2 A -S3 0.56 3625 C 0.09 0.47 NOTES: EX A -S1 2x 4 SP-SS S3-L 0.49 3722 C 0.09 0.40 Trusses Manufactured by: EX Sl-B 2x 4 SP-SS L -SS 0.66 3929 C 0.25 0.41 East Coast Lumber BC 0.94 2x 4 SP-#2 S5-M 0.45 4028 C 0.11 0.34 Analysis Conforms To: EX A -S2 2x 4 SP-SS M -C 0.55 4224 C 0.23 0.32 FBC2004 EX S2-S4 2x 4 SP-SS --------Bottom Chords--------- OH Loading CW 0.88 2x 4 SP-#3 A -H 0.53 3891 T 0.16 0.37 Soffit psf 2.0 WB 0.66 2x 4 SP-#3 H -S2 0.39 3227 T 0.27 0.12 Provide connection to bearing EX E -F 2x 4 SP-#2 S2-G 0.72 3227 T 0.27 0.45 for 344 Lbs Horiz Reaction PH --- 2x 4 SP-#3 G -S4 0.66 2473 T 0.21 0.45 Design checked for LL on BC S4-E 0.94 2473 T 0.41 0.53 per BOCA (section 1606.2.3) Brace truss as follows: D -F 0.89 178 C 0.00 0.89 and IBC/IRC-2003. O.C. From To F -C 0.94 3773 T 0.31 0.63 Design checked for 10 psf non- TC Cont. 0- 0- 0 SO- 0- 0 ---------- Chord -Webs ---------- concurrent LL on BC. BC Cont. 0- 0- 0 50- 0- 0 D -E 0.88 241 T 0.01 0.87 Prevent truss rotation at all WB 1 rows CLB on J -G E -K 0.15 485 C 0.15 0.00 bearing locations. WB 1 rows CLB on B -E -------------Webs------------- NOTE: USER MODIFIED PLATES WB 1 rows CLB on D -K I -H 0.15 483 C This design may have plates Attach CLB with (2)-10d nails H -J 0.31 735 T selected through a plate at each web. J -G 0.27 841 C 1 Br monitor. G -B 0.66 1232 T Wind Loads - ANSI / ASCE 7-02 Loading Live Dead (psf) B -E 0.53 1656 T 1 Br Truss is designed as a Main TC 20.0 15.0 E -L 0.35 369 C Wind -Force Resistance System. BC 0.0 5.0 E -F 0.83 3744 T Wind Speed: 120 mph Total 20.0 20.0 40.0 L -F 0.07 225 T Mean Roof Height: 18-0 Spacing 24.0" F -M 0.11 388 C Exposure Category: B Lumber Duration Factor 1.25 Occupancy Factor : 1.00 Plate Duration Factor 1.25 LL Defl -0.63" in S4-E L/924 Building Type: Enclosed TC Fb=1.15 Fc=1.10 Ft=1.10 TL Defl -1.01" in S4-E L/579 Zone location: Exterior BC Fb=1.10 Fc=1.10 Ft=1.10 Shear // Grain in S1-J 0.33 TC Dead Load 7.0 psf DL Defl -0.48" at S4 L/999 BC Dead Load 3.0 psf Max camp. force 4349 Lbs Plus 6 Wind Load Case(s) Plates for each ply each face. Quality Control Factor 1.00 Plus 1 UBC LL Load Case(s) PLATING CONFORMS TO TPI. Plus 1 BC LL Load Case(s) REPORTS: SBCCI 9761 FABRICATOR NOTES: ROBBINS ENGINEERING, INC. 1. EAST COAST LUMBER b SUPPLY Checked for NonConcurrent 200 BASED ON SP LUMBER J.C. WEBER P.E.#17455 Lbs Moving Point Load applied USING GROSS AREA TEST. 5285 ST. LUCIE BLVD. at Panel Points and Mid -panel Plate - LOCK 20 Ga, Gross Area FORT PIERCE FL. 34946 on BC Plate - RHS 20 Ga, Gross Area 2. !!!CAUTION!!! READ ,BCSI-Bl Jt Type Plt Size X Y JSI SUMMARY SHEET" BEFORE Jt React Uplft Size Req'd A LOCK 3.Ox 6.0 1.4 0.7 0.98 HANDLING , INSTALLING b Lbs Lbs In-Sx In-Sx A LOCK 7.Ox 6.0 4.3 1.0 0.62 BRACING TRUSSES. A 2376 559 8- 0 2-13 B LOCK 7.Ox 6.0 Ctr-1.1 0.86 3. SEE ATTACHED DETAIL SHEET Hz = -340 C LOCK 3.Ox 6.0-1.4 0.7 0.95 FOR: 1-JACK NAILS. C 2297 561 8- 0 2-11 C LOCK 7.Ox 6.0-4.3 1.0 0.58 2-TBRACE. 3-BEARING BLOCK. Hz = 344 S2 LOCK 4.Ox 8.0 Ctr 0.2 0.75 4. DESIGNER: JIB E LOCK 7.Ox10.0 Ctr 1.8 0.87 Membr CSI P Lbs Axl-CSI-Bnd F# LOCK 7.Ox12.0-1.0 1.8 0.75 Robbins Engineering. Inc./Online Plus- O 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:00 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HIR 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-3 0 0 0 0 0 0 N A v O N O TC I ~ I 23-0-0 I'' 1 25-8-0 6x8 6x6 C B i -r- m I 3x6 I 2x4 6� R L 3x10 S5 3x12 W 6x6 11-10-3 2x4 S1 W M J a 4xl4 ' S2 2x4 W H 8x8 5x6 3x8 P 8x8 A 3x8 �- II 1- 0- 0 I (#1 H Sd Q S D W: Boo T 3x6 33 4x8 20G-RHS-5xlO G U 2x4 E O ppqq R:2826 20G-RHS-3x10 6x8 T U: 559 V 2x4 6x8 WI800 2x4 R 2x4 F R:2827 2x4 2x4 20G-RHS-6x22 U: 560 2x4 1-3 32- 0- 0 5- 6- 0-a-i E 12- 6- 0 i>4 BC1 42-6-0 1 7-6-0 < �} 50-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.130" = 1' Robbins Engineering, Inc./Online Plus- J -S1 0.59 4986 C 0.36 0.23 D LOCK 3.Ox 8.0-2.4 1.1 0.96 S1-K 0.70 4868 C 0.36 0.34 D LOCK 8.0x 8.0-7.3 1.5 0.69 Online Plus -- Version 18.0.014 K -B 0.54 3704 C 0.23 0.31 S4 RHS 5.Ox10.0 Ctr 0.8 0.75 RUN DATE: 01-DEC-05 B -C 0.17 3090 C 0.10 0.07 G LOCK 6.Ox 8.0-0.5 Ctr 0.88 C -L 0.93 4793 C 0.44 0.49 F RHS 6.Ox22.0 0.1 1.2 0.95 CSI -Size- ----Lumber---- L -S5 0.32 4724 C 0.09 0.23 O LOCK 6.Ox 8.0-1.5 Ctr 0.95 TC 0.93 2x d SP-SS SS-M 0.28 4812 C 0.10 0.18 Ex B -C 2x 4 SP-112 M -S2 0.93 8078 C 0.60 0.33 BC 0.97 2x 4 SP-SS S2-N 0.93 8162 C 0.60 0.33 REFER TO ROBBINS ENG. GENERAL CW 0.49 2x 4 SP-#3 N -P 0.44 8014 C 0.33 0.11 NOTES AND SYMBOLS SHEET FOR WB 0.89 2x 4 SP-#3 P -D 0.28 5306 C 0.12 0.16 ADDITIONAL SPECIFICATIONS. EX F -O 2x 4 SP-#2 --------Bottom Chords --------- PB --- 2x 6 SP-#2 A -I 0.75 4638 T 0.40 0.35 NOTES: EX S4-S4 2x 4 SP-#3 I -S3 0.68 3885 T 0.33 0.35 Trusses Manufactured by: S3-H 0.89 3885 T 0.33 0.56 East Coast Lumber Brace truss as follows: H -S4 0.82 3076 T 0.26 0.56 Analysis Conforms To: O.C. From To S4-G 0.78 3076 T 0.26 0.52 FBC2004 TC Cont. 0- 0- 0 50- 0- 0 G -F 0.97 5234 T 0.45 0.52 OH Loading BC Cont. 0- 0- 0 50- 0- 0 E -0 0.14 100 C 0.00 0.14 Soffit pef 2.0 WB 1 rows CLB on K -H 0 -D 0.54 4717 T 0.40 0.14 Provide connection to bearing WB 1 rows CLB on H -C ---------- Chord -Webs ---------- for 335 Lbs Horiz Reaction WB 1 rows CLB on C -G E -F 0.49 222 T 0.00 0.49 Design checked for LL on BC WB 1 rows CLB on G -M F -N 0.05 323 C 0.05 0.00 per BOCA (section 1606.2.3) Attach CLB with (2)-10d nails -------------Webs------------- and IBC/IRC-2003. at each web. J -L 0.15 465 C Design checked for 10 pef non - I -K 0.29 930 T concurrent LL on BC. Loading Live Dead (pef) K -H 0.36 973 C 1 Br Prevent trues rotation at all TC 20.0 15.0 H -B 0.54 1303 T bearing locations. BC 10.0 3.0 H -C 0.13 250 C 1 Br Wind Loads - ANSI / ASCE 7-02 Total 30.0 18.0 48.0 C -G 0.71 2218 T 1 Br Trues is designed as a Main Spacing 24.0" G -L 0.42 463 C Wind -Force Resistance System. Lumber Duration Factor 1.25 G -M 0.33 1270 C 1 Br Wind Speed: 120 mph Plate Duration Factor 1.25 M -F 0.89 2803 T Mean Roof Height: 18-0 TC Fb=1.15 Fc=1.10 Ft=1.10 F -P 0.81 2545 T Exposure Category: B BC Fb=1.10 Fc=1.10 Ft=1.10 F -0 0.94 5139 T Occupancy Factor : 1.00 0 -P 0.35 2052 C Building Type: Enclosed Zone location: Exterior Plus. 6 Wind Load Case(s) LL Defl -0.92" in G -F L/635 TC Dead Load 7.0 pef Plus 1 UBC LL Load Case(s) TL Defl -1.29" in G -F L/454 BC Dead Load 3.0 psf Plus 1 BC LL Load Case(s) Shear // Grain in S4-G 0.43 Max comp. force 8162 Lbs DL Defl -0.44" at S4 L/999 Quality Control Factor 1.00 Checked for NonConcurrent 200 Lbs Moving Point Load applied Plates for each ply each face. FABRICATOR NOTES: at Panel Pointe and Mid -panel PLATING CONFORMS TO TPI. 1. EAST COAST LUMBER b SUPPLY on BC REPORTS: SBCCI 9761 J.C. WEBER P.E.#17455 ROBBINS ENGINEERING, INC. 5285 ST. LUCIE BLVD. Jt React Uplft Size Req'd BASED ON SP LUMBER FORT PIERCE FL. 34946 Lbs Lbs In-Sx In-Sx USING GROSS AREA TEST. 2. IIICAUTIONIII READ "SCSI-B1 A 2826 559 8- 0 3- 5 Plate - LOCK 20 Ga, Grose Area SUMMARY SHEET" BEFORE Hz = -331 Plate - RES 20 Ga, Grose Area HANDLING , INSTALLING b D 2828 561 8- 0 3- 5 Jt Type Plt Size X Y JSI BRACING TRUSSES. Hz = 336 A LOCK 3.Ox 8.0 2.4 1.1 0.93 3. SEE ATTACHED DETAIL SHEET A LOCK 8.0x 8.0 7.3 1.5 0.66 FOR: 1-JACK NAILS. Membr CSI P Lbs Axl-CSI-Bnd B LOCK 6.Ox 6.0 0.9-3.6 0.77 2-TBRACE. 3-BEARING BLACK. ----------Top Chords---------- C LOCK 6.Ox 8.0-0.9-3.8 0.82 4. DESIGNER: JIB A -J 0.84 5186 C 0.43 0.41 S2 LOCK 4.Oxl4.0-0.1-0.2 0.92 Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:09 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HIQ 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-3 0 P) 0 N O TC1 I 21-0-0 1 5-4-0 1 23-8-0 O 6x6 6x8 B C n 3x6 I 2x4 R L 3x10 6 S2 3x12 6x6 12-2-3 2J4 31 M� 4x14 1-4-OA N S5 2.4 1-4-OF N I 8x8 W 5x6 3x8 P A 8x8 @ 3x8 1- 4- 0 I H S4 3 D W:800 3x6 4x8 -- 20G-RH3-Sx10 G pq R:2787 33 U 5x82x4 T E O II U: 559 20G-RHS-3xlO V 2x4 4x12 W:800 R 2x4 2x4 F R:2763 W 2x4 6x16 U: 560 2x4 2x4 32- 0- 0 "'^-5- 6- 0 DIQ 12- 6- 0 v' BC1 L 42-6-0 7-6-0 50-0-0 BI EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Robbins Engineering, Inc./Online Plus- J -S1 0.77 4908 C 0.46 0.31 D LOCK 3.Ox 8.0-2.4 1.1 0.93 S1-K 0.93 4790 C 0.44 0.49 D LOCK 8.Ox 8.0-7.3 1.5 0.66 Online Plus -- Version 18.0.014 K -B 0.28 3658 C 0.05 0.23 S4 RHS 5.0x10.0 Ctr 0.8 0.82 RUN DATE: 01-DEC-05 B -C 0.47 3271 C 0.10 0.37 G LOCK 5.Ox 8.0-0.5 Ctr 0.97 C -L 0.47 4622 C 0.14 0.33 F LOCK 6.Oxl6.0 0.1 1.2 0.97 CSI -Size- ----Lumber---- L -S2 0.42 4574 C 0.25 0.17 O LOCK 4.Ox12.0-2.5 Ctr 0.99 TC 0.93 2x 4 SP-SS S2-M 0.31 4662 C 0.17 0.14 EX B -C 2x 4 SP-#2 M -S5 0.86 7833 C 0.57 0.29 EX C -S2 2x 4 SP-#2 S5-N 0.87 7917 C 0.57 0.30 REFER TO ROBBINS ENG. GENERAL BC 0.92 2x 4 SP-SS N -P 0.42 7785 C 0.31 0.11 NOTES AND SYMBOLS SHEET FOR CW 0.49 2x 4 SP-#3 P -D 0.27 5173 C 0.11 0.16 ADDITIONAL SPECIFICATIONS. WB 0.90 2x 4 SP-#3 --------Bottom Chords --------- EX F -O 2x 4 SP-#2 A -I 0.73 4571 T 0.39 0.34 NOTES: PB --- 2x 6 SP-#2 I -S3 0.66 3799 T 0.32 0.34 Trusses Manufactured by: EX S4-S4 2x 4 SP-#3 S3-H 0.88 3799 T 0.32 0.56 East Coast Lumber H -S4 0.84 3271 T 0.28 0.56 Analysis Conforms To: Brace truss as follows: S4-G 0.76 3271 T 0.28 0.48 FBC2004 O.C. From To G -F 0.92 5090 T 0.44 0.48 OH Loading TC Cont. 0- 0- 0 50- 0- 0 E -O 0.14 100 C 0.00 0.14 Soffit psf 2.0 BC Cont. 0- 0- 0 50- 0- 0 O -D 0.53 4601 T 0.39 0.14 Provide connection to bearing WB 1 rows CLB on K -H ---------- Chord -Webs ---------- for 308 Lbs Horiz Reaction WB 1 rows CLB on H -C E -F 0.49 222 T 0.00 0.49 Design checked for LL on BC WB 1 rows CLB on G -M F -N 0.05 307 C 0.05 0.00 per BOCA (section 1606.2.3) Attach CLB with (2)-10d nails -------------Webs------------- and IBC/IRC-2003. at each web. J -I 0.16 484 C Design checked for 10 psf non - I -K 0.30 945 T concurrent LL on BC. Loading Live Dead (psf) K -H 0.33 896 C 1 Br Prevent truss rotation at all TC 20.0 15.0 B -H 0.40 1257 T bearing locations. BC 10.0 3.0 H -C 0.10 209 C 1 Br Wind Loads - ANSI / ASCE 7-02 Total 30.0 18.0 48.0 C -G 0.90 1892 T Truss is designed as a Main Spacing 24.0" G -L 0.32 351 C Wind -Force Resistance System. Lumber Duration Factor 1.25 G -M 0.33 1272 C 1 Br Wind Speed: 120 mph Plate Duration Factor 1.25 M -F 0.86 2706 T Mean Roof Height: 18-0 TC Fb=1.15 Fc=1.10 Ft=1.10 F -P 0.78 2453 T Exposure Category: B BC Fb=1.10 Fc=1.10 Ft=1.10 F -O 0.92 4992 T Occupancy Factor : 1.00 O -P 0.34 1990 C Building Type: Enclosed Zone location: Exterior Plus 6 Wind Load Case(s) LL Defl -0.81" in H -S4 L/723 TC Dead Load 7.0 psf Plus 1 UBC LL Load Case(s) TL Defl -1.10" in G -F L/531 BC Dead Load 3.0 psf Plus 1 BC LL Load Case(s) Shear // Grain in S4-G 0.43 Max comp. force 7917 Lba DL Defl -0.45" at S4 L/999 Quality Control Factor 1.00 Checked for NonConcurrent 200 Lbs Moving Point Load applied Plates for each ply each face. FABRICATOR NOTES: at Panel Points and Mid -panel PLATING CONFORMS TO TPI. 1. EAST COAST LUMBER 6 SUPPLY on BC REPORTS: SBCCI 9761 J.C. WEBER P.E.#17455 ROBBINS ENGINEERING, INC. 5285 ST. LUCIE BLVD. Jt React Uplft Size Req'd BASED ON SP LUMBER FORT PIERCE FL. 34946 Lbs Lbs In-Sx In-Sx USING GROSS AREA TEST. 2. !!!CAUTION!!! READ 11BCSI-B1 A 2788 559 8- 0 3- 5 Plate - LOCK 20 Ga, Gross Area SUMMARY SHEET" BEFORE Hz - -304 Plate - RHS 20 Ga, Gross Area HANDLING , INSTALLING 6 D 2764 561 8- 0 3- 4 Jt Type Plt Size X Y JSI BRACING TRUSSES. Hz = 308 A LOCK 3.Ox 8.0 2.4 1.1 0.92 3. SEE ATTACHED DETAIL SHEET A LOCK B.Ox 8.0 7.3 1.5 0.64 FOR: 1-JACK NAILS. Membr CSI P Lbs Axl-CSI-Bnd B LOCK 6.Ox 6.0 0.9-3.6 0.75 2-TBRACE. 3-BEARING BLOCK. ----------Top Chords---------- C LOCK 6.Ox 8.0-0.9-3.8 0.77 4. DESIGNER: JIB A -J 0.75 5107 C 0.39 0.36 35 LOCK 4.Oxl4.0-0.1-0.2 0.89 Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:08 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HIP 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) NO 4-3 HO 4-3 0 0 Ni 0 0 N O 0 TC1,4 I 19-0-0 1 9-4-0 1 21-8-0 h I 6x6 2x4 6x8 B Y C i 2x4 3x6 M i K 6 3xl0 6x6 ' 2x4 S1 ,�... X 9-10-3 J N 4x14 N S2 2x4 N 8x8 w 5x6 3x8 I P 8x8 A M 3x8 1- 4- 0 I H .S3 T D W:800 3x6 S4 4x10 20G= S-5x10 Q V E O R:2796 20G-RHS-3xl0 6x8 W U 2x4 6x8 W 00 U: 559 R 2x4 F R:2812 S 2x4 2x4 6x16 U: 560 2x4 2x4 2x4 ke 32- 0- 0 5- 6- 0-f> 12- 6- 0 BC 42-6-0 7-6-0 �3 50-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Robbins Engineering, Inc./Online Plus - A -J 0.87 5117 C 0.44 0.43 B LOCK 6.Ox 6.0 0.9-3.6 0.75 J -Sl 0.42 4923 C 0.29 0.13 C LOCK 6.Ox 8.0-0.9-3.8 0.79 Online Plus -- Version 18.0.014 S1-K 0.91 4821 C 0.39 0.52 S2 LOCK 4.Oxl4.0-0.1-0.2 0.91 RUN DATE: 01-DEC-05 K -B 0.38 3710 C 0.09 0.29 D LOCK 3.Ox 8.0-2.4 1.1 0.95 B -Y 0.30 3647 C 0.05 0.25 D LOCK 8.Ox 8.0-7.3 1.5 0.69 CSI -Size- ----Lumber---- Y -C 0.56 3643 C 0.18 0.38 S3 RHS S.Ox10.0 Ctr 0.8 0.85 TC 0.91 2x 4 SP-SS C -M 0.27 4712 C 0.09 0.18 F LOCK 6.Oxl6.0 0.1 1.2 1.00 EX S1-B 2x 4 SP-112 M -X 0.43 4745 C 0.23 0.20 O LOCK 6.Ox 8.0-1.5 Ctr 0.94 BC 0.99 2x 4 SP-SS X -S2 0.91 8017 C 0.60 0.31 CW 0.49 2x 4 SP-#3 S2-N 0.90 8100 C 0.60 0.30 WB 0.88 2x 4 SP-113 N -P 0.44 7958 C 0.32 0.12 REFER TO ROBBINS ENG. GENERAL EX F -0 2x 4 SP-#2 P -D 0.28 5276 C 0.12 0.16 NOTES AND SYMBOLS SHEET FOR PH --- 2x 6 SP-112 --------Bottom Chords--------- ADDITIONAL SPECIFICATIONS. EX S3-S3 2x 4 SP-113 A -I 0.74 4576 T 0.39 0.35 I -S4 0.68 3906 T 0.33 0.35 NOTES: Brace truss as follows: S4-H 0.83 3906 T 0.33 0.50 Trusses Manufactured by: O.C. From To H -S3 0.81 3625 T 0.31 0.50 East Coast Lumber TC Cont. 0- 0- 0 50- 0- 0 S3-Q 0.85 3625 T 0.31 0.54 Analysis Conforms To: BC Cont. 0- 0- 0 50- 0- 0 Q -F 0.99 5208 T 0.45 0.54 FBC2004 WB 1 rows CLB on K -H E -0 0.14 100 C 0.00 0.14 OH Loading WB 1 rows CLB on Y -H 0 -D 0.54 4692 T 0.40 0.14 Soffit psf 2.0 WB 1 rows CLB on H -C ---------- Chord -Webs ---------- Design checked for LL on BC WB 1 rows CLB on Q -X E -F 0.49 222 T 0.00 0.49 per BOCA (section 1606.2.3) Attach CLB with (2)-10d nails F -N 0.05 304 C 0.05 0.00 and IBC/IRC-2003. at each web. -------------Webs------------- Design checked for 10 psf non- J -I 0.15 454 C concurrent LL on BC. Loading Live Dead (psf) I -K 0.28 885 T Prevent truss rotation at all TC 20.0 15.0 K -H 0.32 870 C 1 Br bearing locations. BC 10.0 3.0 B -H 0.50 1582 T Wind Loads - ANSI / ASCE 7-02 Total 30.0 18.0 48.0 Y -H 0.17 461 C 1 Br Truss is designed as a Main Spacing 24.0" H -C 0.09 179 T 1 Br Wind -Force Resistance System. Lumber Duration Factor 1.25 C -Q 0.57 1797 T Wind Speed: 120 mph Plate Duration Factor 1.25 Q -M 0.21 237 C Mean Roof Height: 18-0 TC Fb=1.15 Fc=1.10 Ft=1.10 Q -X 0.34 1309 C 1 Br Exposure Category: B BC Fb=1.10 Fc=1.10 Ft=1.10 X -F 0.88 2765 T Occupancy Factor : 1.00 F -P 0.80 2519 T Building Type: Enclosed F -O 0.94 5108 T Zone location: Exterior Plus 6 Wind Load Case(s) 0 -P 0.35 2040 C TC Dead Load 7.0 psf Plus 1 UBC LL Load Case(s) BC Dead Load 3.0 psf Plus 1 BC LL Load Case(s) LL Defl -0.89" in Q -F L/659 Max comp. force 8100 Lbs TL Defl -1.25" in Q -F L/467 Quality Control Factor 1.00 Checked for NonConcurrent 200 Shear // Grain in S3-Q 0.43 Lbs Moving Point Load applied DL Defl -0.44" at S3 L/999 FABRICATOR NOTES: at Panel Points and Mid -panel 1. EAST COAST LUMBER 6 SUPPLY on BC Plates for each ply each face. J.C. WEBER P.E.#17455 PLATING CONFORMS TO TPI. 5285 ST. LUCIE BLVD. Jt React Uplft Size Req'd REPORTS: SBCCI 9761 FORT PIERCE FL. 34946 Lbs Lbs In-Sx In-Sx ROBBINS ENGINEERING, INC. 2. I!!CAUTIONII! READ 11SCSI-B1 A 2796 559 8- 0 3- 5 BASED ON SP LUMBER SUMMARY SHEET" BEFORE Hz = -276 USING GROSS AREA TEST. HANDLING , INSTALLING 6 D 2813 561 8- 0 3- 5 Plate - LOCK 20 Ga, Gross Area BRACING TRUSSES. Hz = 281 Plate - RHS 20 Ga, Gross Area 3. SEE ATTACHED DETAIL SHEET Jt Type Plt Size X Y JSI FOR: 1-JACK NAILS. Membr CSI P Lbs Axl-CSI-Bnd A LOCK 3.Ox 8.0 2.4 1.1 0.92 2-TBRACE. 3-BEARING BLOCK. ----------Top Chords---------- A LOCK 8.0x 8.0 7.3 1.5 0.64 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:07 AM Page 1 Job Nark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T H10 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARM (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-3 0 0 N 0 0 N O TC 1. 1 17-0-0 1 13-4-0 1 19-8-0 0 6x6 2x4 6x8 B L C 2x4 M 6 r- 2x4 P 3x6 3x8 N 10-2-3 2.4 S1 3x10 J S2 2x4 1-4-OA 1-4-OF 7x6 O 3x6 A 7x6 3x6 ® 1- 4- 0 I S3 H S4 F D _L W:800 (ll 4x8 4x8 4x8 4x8 7x10 E G � R:2345 U: 559 2x4 #7x12 II W:800 SPL R:2298 U: 560 BC1 32-0-0 18-0-0 b 50-0-0 , ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.131" = 1' Robbins Engineering, Inc./Online Plus- P -B 0.79 4059 C 0.29 0.50 G# LOCK 7.Oxl2.0-0.8 1.8 0.75 B -L 0.56 3347 C 0.07 0.49 Online Plus -- Version 18.0.014 L -C 0.57 3485 C 0.08 0.49 # = Plate Monitor used RUN DATE: 01-DEC-05 C -M 0.27 3908 C 0.10 0.17 M -N 0.55 3889 C 0.21 0.34 REFER TO ROBBINS ENG. GENERAL CSI -Size- ----Lumber---- N -S2 0.53 3875 C 0.21 0.32 NOTES AND SYMBOLS SHEET FOR TC 0.79 2x 4 SP-#2 S2-0 0.53 3968 C 0.21 0.32 ADDITIONAL SPECIFICATIONS. BC 0.67 2x 4 SP-SS O -D 0.45 4241 C 0.12 0.33 EX E -G 2x 4 SP-#2 --------Bottom Chords--------- NOTES: EX G -D 2x 4 SP-#2 A -I 0.54 3886 T 0.16 0.38 Trusses Manufactured by: CW 0.91 2x 4 SP-#3 I -S3 0.44 3037 T 0.26 0.18 East Coast Lumber WB 0.51 2x 4 SP-#3 S3-H 0.66 3037 T 0.26 0.40 Analysis Conforms To: EX F -G 2x 4 SP-#2 H -S4 0.67 3220 T 0.27 0.40 FBC2004 PB --- 2x 4 SP-#3 S4-F 0.51 3220 T 0.27 0.24 OH Loading E -G 0.70 184 C 0.00 0.70 Soffit psf 2.0 Brace truss as follows: G -D 0.96 3786 T 0.32 0.64 Design checked for LL on BC O.C. From To ---------- Chord -Webs ---------- per BOCA (section 1606.2.3) TC Cont. 0- 0- 0 50- 0- 0 E -F 0.91 232 T 0.01 0.90 and IBC/IRC-2003. BC Cont. 0- 0- 0 50- 0- 0 F -M 0.24 273 C 0.24 0.00 Design checked for 10 psf non- WB 1 rows CLB on H -L -------------Webs------------- concurrent LL on BC. Attach CLB with (2)-10d nails J -I 0.14 304 C Prevent truss rotation at all at each web. I -P 0.18 417 C bearing locations. I -B 0.51 975 T NOTE: USER MODIFIED PLATES Loading Live Dead (psf) B -H 0.21 670 T This design may have plates TC 20.0 15.0 H -L 0.16 510 C 1 Br selected through a plate BC 0.0 5.0 H -C 0.35 359 T monitor. Total 20.0 20.0 40.0 C -F 0.40 1269 T Wind Loads - ANSI / ASCE 7-02 Spacing 24.0" F -N 0.20 252 C Truss is designed as a Main Lumber Duration Factor 1.25 F -G 0.69 3781 T Wind -Force Resistance System. Plate Duration Factor 1.25 N -G 0.19 314 C Wind Speed: 120 mph TC Fb=1.15 Fc=1.10 Ft=1.10 G -0 0.13 366 C Mean Roof Height: 18-0 BC Fb=1.10 Fc=1.10 Ft=1.10 Exposure Category: B LL Defl -0.53" in S3-H L/999 Occupancy Factor : 1.00 TL Defl -0.85" in S4-F L/687 Building Type: Enclosed Plus 6 Wind Load Case(s) Shear // Grain in B -L 0.32 Zone location: Exterior Plus 1 UBC LL Load Case(s) DL Defl -0.49" at S4 L/999 TC Dead Load 7.0 psf Plus 1 BC LL Load Case(s) BC Dead Load 3.0 psf Plates for each ply each face. Max comp. force 4363 Lbs Checked for NonConcurrent 200 PLATING CONFORMS TO TPI. Quality Control Factor 1.00 Lbs Moving Point Load applied REPORTS: SBCCI 9761 at Panel Points and Mid -panel ROBBINS ENGINEERING, INC. FABRICATOR NOTES: on BC BASED ON SP LUMBER 1. EAST COAST LUMBER 6 SUPPLY USING GROSS AREA TEST. J.C. WEBER P.E.#17455 Jt React Uplft Size Req'd Plate - LOCK 20 Ga, Gross Area 5285 ST. LUCIE BLVD. Lbs Lbs In-Sx In-Sx Plate - RHS 20 Ga, Gross Area FORT PIERCE FL. 34946 A 2346 559 8- 0 2-12 Jt Type Plt Size X Y JSI 2. !!!CAUTION!!! READ "SCSI-Bl Hz = -249 A LOCK 3.Ox 6.0 1.4 0.7 0.99 SUMMARY SHEET" BEFORE D 2298 561 8- 0 2-11 A LOCK 7.Ox 6.0 4.3 1.0 0.62 HANDLING , INSTALLING 6 Hz = 253 B LOCK 6.Ox 6.0 0.7-4.1 0.91 BRACING TRUSSES. C LOCK 6.Ox 8.0-0.9-3.8 0.78 3. SEE ATTACHED DETAIL SHEET Membr CSI P Lbs Axl-CSI-Bnd D LOCK 3.Ox 6.0-1.4 0.7 0.96 FOR: 1-JACK NAILS. ----------Top Chords---------- D LOCK 7.Ox 6.0-4.3 1.0 0.59 2-TBRACE. 3-BEARING BLOCK. A -J 0.52 4363 C 0.13 0.39 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.77 4. DESIGNER: JIB J -S1 0.33 4084 C 0.16 0.17 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.75 SI-P 0.45 4009 C 0.10 0.35 F LOCK 7.0x10.0 Ctr 1.8 0.90 Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:06 AM Page 1 Job Nark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T H1N 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) ' NO 4-3 NO 4-3 0 0 0 0 N O N 0 TC1. 1 15-0-0 1 17-4-0 1 17-8-0 1 6x6 3x6 3x83x6 6x6 B S S2 L C 6F__ 3x8 Sx6 3x6 S1 T J 4xl2 9-2-3 S3 2x4 1-4-OA 7x6 1-4-OF N 4x6 3x6 P 7x6 A 3x6 �41Q I S6 R G g D W:800 2x4 S4 4x8 4x8 3x6 S5 4x8 7x12 � R:2271 20G-RHS-5xlO 20G-RHS-5xlO 2x4 4x8 WI800 U: 559 R:2256 U: 560 BC1 43-4-0 6-8-0 L 50-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Robbins Engineering, Inc./Online Plus- J -S1 0.62 3591 C 0.09 0.53 C LOCK 6.Ox 6.0-0.9-3.6 0.79 S1-B 0.82 3480 C 0.26 0.56 T LOCK 5.Ox 6.0 0.2-0.4 0.95 Online Plus -- Version 18.0.014 B -S 0.40 3135 C 0.06 0.34 S3 LOCK 4.Ox12.0-0.1-0.2 0.96 RUN DATE: 01-DEC-05 S -S2 0.43 3754 C 0.09 0.34 D LOCK 3.Ox 6.0-1.4 0.7 0.94 S2-L 0.46 3754 C 0.09 0.37 D LOCK 7.Ox 6.0-4.3 1.0 0.57 CSI -Size- ----Lumber---- L -C 0.47 3352 C 0.12 0.35 S4 RHS 5.0x10.0 Ctr 0.8 0.96 TC 0.93 2x 4 SP-#2 C -T 0.25 3878 C 0.06 0.19 S6 LOCK 4.Ox 8.0 Ctr 0.2 0.80 EX C -S3 2x 4 SP-SS T -S3 0.83 6793 C 0.48 0.35 S5 RES 5.Ox10.0 Ctr 0.8 0.75 EX S3-D 2x 4 SP-SS S3-N 0.82 6882 C 0.48 0.34 F LOCK 7.Oxl2.0 Ctr 1.7 0.90 BC 0.74 2x 4 SP-SS N -P 0.34 6770 C 0.24 0.10 0 LOCK 4.Ox 8.0-1.5 Ctr 0.98 EX A -S4 2x 4 SP-#2 P -D 0.20 4171 C 0.07 0.13 EX E -D 2x 4 SP-112 --------Bottom Chords --------- CW 0.62 2x 4 SP-#3 A -Q 0.85 3684 T 0.31 0.54 REFER TO ROBBINS ENG. GENERAL WB 0.80 2x 4 SP-113 Q -S4 0.86 3684 T 0.33 0.53 NOTES AND SYMBOLS SHEET FOR EX F -0 2x 4 SP-112 S4-I 0.74 3684 T 0.17 0.57 ADDITIONAL SPECIFICATIONS. PB --- 2x 4 SP-#3 I -S6 0.49 3646 T 0.16 0.33 S6-R 0.57 3646 T 0.31 0.26 NOTES: Brace truss as follows: R -S5 0.58 3740 T 0.32 0.26 Trusses Manufactured by: O.C. From To S5-G 0.49 3740 T 0.32 0.17 East Coast Lumber TC Cont. 0- 0- 0 50- 0- 0 G -F 0.58 4207 T 0.19 0.39 Analysis Conforms To: BC Cont. 0- 0- 0 50- 0- 0 E -0 0.27 126 T 0.00 0.27 FBC2004 WB 1 rows CLB on J -I O -D 0.82 3700 T 0.62 0.20 OH Loading WB 1 rows CLB on I -S ---------- Chord -webs ---------- Soffit psf 2.0 WB 1 rows CLB on L -G E -F 0.62 229 T 0.01 0.61 Design checked for LL on BC Attach CLB with (2)-10d nails F -N 0.05 327 C 0.05 0.00 per BOCA (section 1606.2.3) at each web. -------------Webs------------- and IBC/IRC-2003. Q -J 0.08 263 T Design checked for 10 psf non - Loading Live Dead (psf) J -I 0.18 620 C 1 Br concurrent LL on BC. TC 20.0 15.0 i -B 0.36 1127 T Prevent truss rotation at all BC 0.0 5.0 I -S 0.30 852 C 1 Br bearing locations. Total 20.0 20.0 40.0 S -R 0.09 291 T Wind Loads - ANSI / ASCE 7-02 Spacing 24.0" R -L 0.09 102 C Truss is designed as a Main Lumber Duration Factor 1.25 L -G 0.23 609 C 1 Br Wind -Force Resistance System. Plate Duration Factor 1.25 C -G 0.43 1364 T Wind Speed: 120 mph TC Fb=1.15 Fc=1.10 Ft=1.10 G -T 0.72 1022 C Mean Roof Height: 18-0 BC Fb=1.10 Fc=1.10 Ft=1.10 T -F 0.80 2506 T Exposure Category: B F -P 0.76 2389 T Occupancy Factor : 1.00 F -0 0.71 3897 T Building Type: Enclosed Plus 6 Wind Load Case(s) 0 -P 0.26 1629 C Zone location: Exterior Plus 1 UBC LL Load Case(s) TC Dead Load 7.0 psf Plus 1 BC LL Load Case(s) LL Defl -0.50" in R -S5 L/999 BC Dead Load 3.0 psf TL Defl -0.89" in G -F L/658 Max comp. force 6882 Lbs Checked for NonConcurrent 200 Shear // Grain in S4-I 0.44 Quality Control Factor 1.00 Lbs Moving Point Load applied DL Defl -0.54" at S6 L/999 at Panel Points and Mid -panel FABRICATOR NOTES: on BC Plates for each ply each face. 1. EAST COAST LUMBER b SUPPLY PLATING CONFORMS TO TPI. J.C. WEBER P.E.#17455 Jt React Uplft Size Req'd REPORTS: SBCCI 9761 5285 ST. LUCIE BLVD. Lbs Lbs In-Sx In-Sx ROBBINS ENGINEERING, INC. FORT PIERCE FL. 34946 A 2272 559 8- 0 2-11 BASED ON SP LUMBER 2. M CAUTION M READ 11SCSI-B1 Hz = -221 USING GROSS AREA TEST. SUMMARY SHEET" BEFORE D 2256 561 8- 0 2-11 Plate - LOCK 20 Ga, Gross Area HANDLING , INSTALLING b Hz = 225 Plate - RHS 20 Ga, Gross Area BRACING TRUSSES. Jt Type Plt Size X Y JSI 3. SEE ATTACHED DETAIL SHEET Membr CSI P Lbs Axl-CSI-Bnd A LOCK 3.Ox 6.0 1.4 0.7 0.93 FOR: 1-JACK NAILS. ----------Top Chords---------- A LOCK 7.Ox 6.0 4.3 1.0 0.55 2-TBRACE. 3-BEARING BLOCK. A -J 0.93 4117 C 0.33 0.60 B LOCK 6.Ox 6.0 0.9-3.6 0.75 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus^' O 1996.2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:05 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HIM 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 HO 4-3 0 0 N O 0 N O TC 1. I 13-0-0 1 21-4-0 15-8-0 6x6 3x6 3x12 2x4 6x8 3x8 B P S1 Q C I S4 3x8 8-2-3 2x4 V 2x4 3x12 O 6� R S2 1-4-OA 3x6 1-4-OJ 7x6 S 2-4-01 2-4-OH 3x6 m 3x8 U 1-4-OG A 7x6 1-4-OF 1- 0- 0 K 3x6 N S3 L I E 3x6 1- 4- O G F D W:800 3x6 20G-RHS-5x10 7x8 7x10 t' 2x4 7x16 .E an R:2208 U: 559 J !8 H 2x4 T 4x8 W!800 2x4 7x16 R:2139 U: 560 BC�I 29-0-7 1 11-5-9 2-16-0. 6-8-0 1� F 50-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Robbins Engineering, Inc./Online Plus- S1-Q 0.64 4512 C 0.28 0.36 B LOCK 6.Ox 6.0 0.7-4.1 0.87 Q -C 0.35 4527 C 0.08 0.27 C LOCK 6.Ox 8.0-1.1-3.8 0.77 Online Plus -- Version 18.0.014 C -V 0.52 4426 C 0.12 0.40 V LOCK 3.Ox 8.0 0.2-0.4 0.83 RUN DATE: 01-DEC-05 V -R 0.55 7100 C 0.38 0.17 D LOCK 3.Ox 6.0-1.4 0.7 0.89 R -S 0.58 7073 C 0.39 0.19 D LOCK 7.Ox 6.0-4.3 1.0 0.50 CSI -Size- ----Lumber---- S -S2 0.48 6307 C 0.31 0.17 S3 RHS 5.0x10.0 Ctr 0.8 0.96 TC 0.70 2x 4 SP-#2 S2-U 0.49 6352 C 0.31 0.18 L LOCK 7.Ox 8.0 1.0 Ctr 0.96 EX B -S1 2x 4 SP-SS U -D 0.33 3930 C 0.10 0.23 I LOCK 7.Ox10.0 Ctr 1.8 0.87 EX S1-C 2x 4 SP-SS --------Bottom Chords--------- H LOCK 7.Oxl6.0 Ctr 1.8 0.97 BC 0.99 2x 4 SP-#2 A -N 0.99 3608 T 0.31 0.68 F LOCK 7.Oxl6.0 Ctr 1.8 0.87 EX S3-J 2x 4 SP-SS N -S3 0.96 3096 T 0.28 0.68 T LOCK 4.Ox 8.0-1.5 Ctr 0.94 EX I -H 2x 4 SP-SS S3-L 0.85 3096 T 0.14 0.71 CW 0.79 2x 4 SP-#3 L -J 0.42 216 T 0.01 0.41 WB 0.77 2x 4 SP-#3 I -K 0.47 3963 T 0.34 0.13 REFER TO ROBBINS ENG. GENERAL EX L -I 2x 4 SP-#2 K -H 0.54 4970 T 0.43 0.11 NOTES AND SYMBOLS SHEET FOR EX H -F 2x 4 SP-SS G -F 0.25 204 T 0.01 0.24 ADDITIONAL SPECIFICATIONS. EX F -T 2x 4 SP-112 E -T 0.28 139 T 0.01 0.27 PB --- 2x 4 SP-#3 T -D 0.78 3490 T 0.58 0.20 NOTES: ---------- Chord -Webs ---------- Trusses Manufactured by: Brace truss as follows: J -I 0.79 235 T 0.00 0.79 East Coast Lumber O.C. From To I -Q 0.25 509 C 0.25 0.00 Analysis Conforms To: TC Cont. 0- 0- 0 50- 0- 0 G -H 0.76 234 T 0.01 0.75 FBC2004 BC Cont. 0- 0- 0 50- 0- 0 H -R 0.03 173 C 0.03 0.00 OH Loading E -F 0.69 230 T 0.01 0.68 Soffit psf 2.0 Loading Live Dead (psf) F -S 0.13 769 C 0.13 0.00 Design checked for LL on BC TC 20.0 15.0 -------------Webs------------- per BOCA (section 1606.2.3) BC 0.0 5.0 0 -N 0.15 413 C and IBC/IRC-2003. Total 20.0 20.0 40.0 N -B 0.17 558 T Design checked for 10 psf non - Spacing 24.0" B -L 0.32 1021 T concurrent LL on BC. Lumber Duration Factor 1.25 L -P 0.61 948 C Prevent truss rotation at all Plate Duration Factor 1.25 L -I 0.77 3807 T bearing locations. TC Fb=1.15 Fc=1.10 Ft=1.10 P -I 0.20 623 T Wind Loads - ANSI / ASCE 7-02 BC Fb=1.10 Fc=1.10 Ft=1.10 I -C 0.25 810 T Truss is designed as a Main K -C 0.34 1075 T Wind -Force Resistance System. K -V 0.58 1366 C Wind Speed: 120 mph Plus 6 Wind Load Case(s) V -H 0.77 2401 T Mean Roof Height: 18-0 Plus 1 UBC LL Load Case(s) H -S 0.20 646 T Exposure Category: B Plus 1 BC LL Load Case(s) H -F 0.55 5834 T Occupancy Factor : 1.00 F -U 0.70 2208 T Building Type: Enclosed Checked for NonConcurrent 200 F -T 0.68 3684 T Zone location: Exterior Lbs Moving Point Load applied T -U 0.26 1601 C TC Dead Load 7.0 paf at Panel Points and Mid -panel. BC Dead Load 3.0 paf on BC LL Defl -0.58" in N -S3 L/999 Max comp. force 7100 Lbs TL Defl -1.05" in I -K L/557 Quality Control Factor 1.00 Jt React Uplft Size Req'd Shear // Grain in S3-L 0.45 Lbs Lbs In-Sx In-Sx DL Defl -0.74" at J L/791 FABRICATOR NOTES: A 2208 559 8- 0 2-10 1. EAST COAST LUMBER 6 SUPPLY Hz = -193 Plates for each ply each face. J.C. WEBER P.E.#17455 . D 2139 561 8- 0 2- 8 PLATING CONFORMS TO TPI. 5285 ST. LUCIE BLVD. Hz = 198 REPORTS: SBCCI 9761 FORT PIERCE FL. 34946 ROBBINS ENGINEERING, INC. 2. !!!CAUTION!!! READ ,BCSI-Bl Membr CSI P Lbs Axl-CSI-Bnd BASED ON SP LUMBER SUMMARY SHEET" BEFORE ----------Top Chords---------- USING GROSS AREA TEST. HANDLING , INSTALLING 6 A -0 0.52 4039 C 0.21 0.31 Plate - LOCK 20 Ga, Gross Area BRACING TRUSSES. 0 -S4 0.47 3810 C 0.10 0.37 Plate - RHS 20 Ga, Gross Area 3. SEE ATTACHED DETAIL SHEET S4-B 0.70 3717 C 0.23 0.47 Jt Type Plt Size X Y JSI FOR: 1-JACK HAILS. B -P 0.51 3849 C 0.20 0.31 A LOCK 3.Ox 6.0 1.4 0.7 0.91 2-TBRACE. 3-BEARING BLOCK. P -S1 0.64 4512 C 0.28 0.36 A LOCK 7.Ox 6.0 4.3 1.0 0.53 Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:04 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T HIL 1 1 SP 500000 6 1- 2- 0 1- 2- 0 I CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-3 0 0 N 0 0 O TC 1,1 1 11-0-0 1 25-4-0 1 13-8-0 N p 114 6x6 2x4 4x8 3x8 2x4 6x8 B Z P S1 Q C _r 6 2x4 7-2-3 N4 R 3x6 3x8 1-4-OA S S2 1-4-OJ 3x6 2-4-0I 4x6 to V 2-4-OH A 1-4-OG 1- 0- 0 K �1 4x6 1-4-OF M S3 Y S4 L I � (➢ 2x41_ 4_W F D 3x6 3x8 4x8 3x83x6 7x10 -E2x4 7x12 fl J H E 2x4 U 3x6 W:800 W:800 2x4 7x10 �{ R: 187 R:3123 I I U: 217 U: 799 W:800 R:1199 U: 322 scl 14-11-5 1 14-1-2 1 11-5-9 2-20-0 6-8-0 r I" 50-0-0 ALL PLATES ARE LOCK20 Scale: 0.132" = V Robbins Engineering, Inc./Online P1us- Q -C 0.69 1256 C 0.01 0.68 Jt Type Plt Size X Y JSI C -R 0.69 2981 C 0.05 0.64 A LOCK 4.Ox 6.0 Ctr 0.1 0.81 Online Plus -- Version 18.0.014 R -S 0.26 3038 C 0.07 0.19 B LOCK 6.Ox 6.0 0.7-4.1 0.87 RUN DATE: 01-DEC-05 S -S2 0.14 2980 C 0.06 0.08 C LOCK 6.Ox 8.0-1.1-3.8 0.77 S2-V 0.16 3026 C 0.07 0.09 D LOCK 4.Ox 6.0 Ctr 0.1 0.81 CSI -Size- ----Lumber---- V -D 0.14 1999 C 0.02 0.12 I LOCK 7.Ox10.0 Ctr 1.8 0.74 TC 0.83 2x 4 SP-#2 --------Bottom Chords--------- H LOCK 7.Ox10.0 Ctr 1.8 0.89 BC 0.62 2x 4 SP-#2 A -M 0.58 664 C 0.00 0.58 F LOCK 7.Oxl2.0 Ctr 1.8 0.98 CW 0.55 2x 4 SP-#3 M -S3 0.34 1136 C 0.00 0.34 U LOCK 3.Ox 6.0-0.5 Ctr 0.97 WB 0.89 2x 4 SP-#3 S3-Y 0.46 1136 C 0.00 0.46 Y -S4 0.46 170 T 0.00 0.46 Brace truss as follows: S4-L 0.34 170 T 0.00 0.34 REFER TO ROBBINS ENG. GENERAL O.C. From To L -J 0.58 147 C 0.00 0.58 NOTES AND SYMBOLS SHEET FOR TC Cont. 0- 0- 0 50- 0- 0 I -K 0.62 1664 T 0.17 0.45 ADDITIONAL SPECIFICATIONS. BC Cont. 0- 0- 0 50- 0- 0 K -H 0.51 1664 T 0.27 0.24 WB 1 rows CLB on Y -P G -F 0.23 148 T 0.01 0.22 NOTES: WB 1 rows CLB on I -C E -U 0.24 72 T 0.00 0.24 Trusses Manufactured by: Attach CLB with (2)-10d nails U -D 0.37 1778 T 0.17 0.20 East Coast Lumber at each web. ---------- Chord -Webs ---------- Analysis Conforms To: J -i 0.54 227 T 0.00 0.54 FBC2004 Loading Live Dead (psf) I -Q 0.20 567 C 0.20 0.00 OH Loading TC 20.0 15.0 G -H 0.55 225 T 0.01 0.54 Soffit psf 2.0 BC 0.0 5.0 H -R 0.02 101 C 0.02 0.00 Design checked for LL on BC Total 20.0 20.0 40.0 E -F 0.35 221 T 0.00 0.35 per BOCA (section 1606.2.3) Spacing 24.0" F -S 0.04 261 C 0.04 0.00 and IBC/IRC-2003. Lumber Duration Factor 1.25 -------------Webs------------- Design checked for 10 psf non - Plate Duration Factor 1.25 N -M 0.09 388 C concurrent LL on BC. TC Fb=1.15 Fc=1.10 Ft=1.10 M -B 0.15 475 T Prevent truss rotation at all BC Fb=1.10 Fc=1.10 Ft=1.10 B -Y 0.89 1336 C bearing locations. Y -Z 0.22 486 C Wind Loads - ANSI / ASCE 7-02 Y -P 0.78 2397 C 1 Br Truss is designed as a Main Plus 6 Wind Load Case(s) L -P 0.08 263 T Wind -Force Resistance System. Plus 1 UBC LL Load Case(s) L -I 0.07 191 T Wind Speed: 120 mph Plus 1 BC LL Load Case(s) P -I 0.50 1560 T Mean Roof Height: 18-0 I -C 0.14 474 C 1 Br Exposure Category: B Checked for NonConcurrent 200 K -C 0.09 286 T Occupancy Factor : 1.00 Lbs Moving Point Load applied C -H 0.46 1460 T Building Type: Enclosed at Panel Points and Mid -panel H -S 0.03 177 C Zone location: Exterior on BC H -F 0.87 2712 T TC Dead Load 7.0 psf F -V 0.29 922 T BC Dead Load 3.0 psf Jt React Uplft Size Req'd F -U 0.60 1875 T Max comp. force 3038 Lbs Lbs Lbs In-Sx In-Sx U -V 0.13 787 C Quality Control Factor 1.00 A 187 218 8- 0 1- 0 Hz = -166 LL Defl -0.22" in K -H L/999 FABRICATOR NOTES: Y 3124 800 8- 0 3- 8 TL Defl -0.44" in K -H L/936 1. EAST COAST LUMBER 6 SUPPLY D 1200 323 8- 0 1- 7 Shear // Grain in Q -C 0.40 J.C. WEBER P.E.#17455 Hz = 170 DL Defl -0.32" at G L/520 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 Membr CSI P Lbs Axl-CSI-Bnd Plates for each ply each face. 2. !!!CAUTION!!! READ 11SCSI-B1 ----------Top Chords---------- PLATING CONFORMS TO TPI. SUMMARY SHEET" BEFORE A -N 0.53 765 T 0.14 0.39 REPORTS: SBCCI 9761 HANDLING , INSTALLING 6 N -B 0.54 1005 T 0.15 0.39 ROBBINS ENGINEERING, INC. BRACING TRUSSES. B -Z 0.83 1933 T 0.32 0.51 BASED ON SP LUMBER 3. SEE ATTACHED DETAIL SHEET Z -P 0.83 1933 T 0.32 0.51 USING GROSS AREA TEST. FOR: 1-JACK NAILS. P -S1 0.48 1251 C 0.01 0.47 Plate - LOCK 20 Ga, Gross Area 2-TBRACE. 3-BEARING BLOCK. S1-Q 0.69 1251 C 0.01 0.68 Plate - RHS 20 Ga, Gross Area Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrall 12/12005 9:13:03 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARUT HIK 1 sP 500000 6 1- 2- 0 1- 2- o CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 0 0 HO 4-3 0 0 N O TC . 1 9-0-0 I 29-4-0 1 11-8-0 N 0 J~ I 6x8 2x4 3x8 4x8 2x4 3x8 3x6 6x6 6� B EE S1 FF Q S3 R C 2x4 6-2-3 2x4 S 3x8 ' N T S4 --4x6 m 42k3x6 3x6 A BB m 4x6 1- 4- 0 M S2 CC DD I 30 G g D T 3x6 3x8 4�xa8 3x66 7x10 T 2x4 7x10 ppII II I I I { I J H E 2x4 AA 3x6 W:400 W:800 W:800 2x4 7x10 ee R: 569 R: 839 R:1852 I I U: 149 U: 260 U: 452 W:800 R: 930 U: 257 BC, 1 16-6-8 1 10-3-8 1 13-8-0 2-10-0 6-8-0 50-0-0 ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.84 2x 4 SP-#2 BC 0.69 2x 4 SP-#2 CW 0.46 2x 4 SP-#3 WB 0.61 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- BC Cont. 0- 0- 0 50- 0- WB 1 rows CLB on B -CC WB 1 rows CLB on I -R Attach CLB with (2)-10d nails at each web. Loading Live Dead (paf) 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 Lba Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 570 149 4- 0 1- 0 Hz = -138 CC 840 261 8- 0 1- 0 DD 1852 452 8- 0 2- 1 D 930 258 8- 0 1- 2 Hz = 142 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -N 0.34 612 C 0.00 0.34 N -B 0.26 321 C 0.00 0.26 B -EE 0.84 595 T 0.09 0.75 EE-S1 0.84 595 T 0.09 0.75 S1-FF 0.48 595 T 0.09 0.39 FF-Q 0.49 637 T 0.10 0.39 Robbins Engineering, Inc./Online Plus' Q -S3 0.31 635 T 0.10 0.21 S3-R 0.57 635 T 0.10 0.47 R -C 0.47 735 C 0.00 0.47 C -S 0.35 1899 C 0.02 0.33 S -T 0.16 1936 C 0.02 0.14 T -S4 0.10 2025 C 0.03 0.07 S4-BB 0.10 2071 C 0.07 0.03 BB-D 0.10 1446 C 0.01 0.09 --------Bottom Chords--------- - -M 0.69 557 T 0.07 0.62 M -S2 0.40 284 T 0.04 0.36 S2-CC 0.53 284 T 0.03 0.50 CC-DD 0.52 1140 C 0.00 0.52 DD-J 0.39 126 C 0.00 0.39 I -Z 0.44 735 T 0.08 0.36 Z -H 0.65 1188 T 0.13 0.52 G -F 0.21 116 C 0.00 0.21 E -AA 0.24 50 T 0.00 0.24 AA-D 0.34 1288 T 0.13 0.21 ---------- Chord -Webs ---------- J -i 0.46 195 T 0.00 0.46 I -Q 0.06 242 C 0.06 0.00 G -H 0.43 222 T 0.00 0.43 H -S 0.01 58 T 0.01 0.00 E -F 0.24 218 T 0.07 0.17 F -T 0.02 144 C 0.02 0.00 ------------- Webs ------------- N -M 0.13 341 C M -B 0.11 347 T B -CC 0.30 984 C 1 Br CC-EE 0.19 592 C CC-FF 0.20 638 T DD-FF 0.44 1364 C DD-I 0.22 1192 C FF-I 0.26 834 T I -R 0.36 1596 C 1 Br Z -R 0.11 410 T Z -C 0.34 525 C C -H 0.30 964 T H -T 0.04 229 C H -F 0.61 1911 T F -BB 0.17 547 T F -AA 0.43 1361 T AA -BB 0.09 555 C LL Defl 0.14" in A -M L/999 TL Defl -0.22" in Z -H L/999 Shear // Grain in B -EE 0.39 DL Defl -0.15" at G L/999 Plates for each ply each face PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.81 B LOCK 6.Ox 8.0 1.1-3.8 0.77 C LOCK 6.Ox 6.0-0.7-4.1 0.87 D LOCK 4.Ox 6.0 Ctr 0.1 0.81 I LOCK 7.0x10.0 Ctr 1.8 0.76 H LOCK 7.Ox10.0 Ctr 1.8 0.75 F LOCK 7.0x10.0 Ctr 1.8 0.92 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit paf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 paf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 paf BC Dead Load 3.0 paf Max comp, force 2071 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/1r1005 9:13:02 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering CARC2T HIJ 1 1 SP 500000 6 1- 2- 0 1- 2- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-3 0 0 0 0 N N 0 O TCi{1 7-0-0 33-4-0 1 9-8-0 'j 2x4 A4 j6x6 4x8 3x8 3x8 62x4 A2 S1 A3 5-224-3 Y j-a-&aA8 Al S3 AO 2x4 4x8 4x6 r1 W:400 M R:1115 4x8 U: 306 3x6 2x4 3x8 4x10 O P S2 ZZ -12� - S I 4xlo 7x10 r"i J W:800 #3x6 R:5119 U:1366 2x4 6x8 pp C 3x6 R 3x6 Z YY -- KK H72x4-i4-&10 G2x4 V-E X 72 4x6 D 2- 4- 0 T F rl #20G-RHS-lOx2O W:800 R:1271 WW U: 342 #3x6 N 2x4 p1 >{ O fE O BCJ 1 26-10-0 1 14-6-0 10 16-8-0 0 0 0 N 50-0-0 {�{I EXCEPT AS SHOWN ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0. 105" = 1 Robbins Engineering, Inc./Online P1us- L.bs L.bs In-Sx In-Sx KK-PP 0.11 641 C A 1115 307 4- 0 1- 5 KK-C 0.09 347 C Online Plus -- Version 18.0.014 Hz - -81 C -VV 0.57 1789 T RUN DATE: 01-DEC-05 S 5119 1367 8- 0 5-12 VV-R 0.08 250 T D 1271 342 8- 0 1- 8 VV-F 0.71 3844 T CSI -Size- ----Lumber---- Hz = 59 F -Z 0.48 1516 T TC 0.91 2x 4 SP-02 F -X 0.71 2236 T EX S1-S2 2x 4 SP-SS Membr CSI P L.bs Axl-CSI-Bnd X -Z 0.17 1025 C EX S2-C 2x 4 SP-SS ----------Top Chords ---------- BC 0.42 2x 6 SP-#2 A -Y 0.14 2129 C 0.04 0.10 LL Defl -0.20" in KK-VV L/999 EX I -VV 2x 4 SP-#2 Y -B 0.28 2060 C 0.03 0.25 TL Defl -0.40" in KK-VV L/751 EX E -D 2x 4 SP-#2 B -A2 0.86 1862 C 0.02 0.84 Shear // Grain in B -A2 0.57 CW 0.60 2x 4 SP-#3 A2-S1 0.91 407 T 0.07 0.84 DL Defl -0.29" at WW L/965 WB 0.82 2x 4 SP-#3 S1-A3 0.43 407 T 0.03 0.40 EX VV-F 2x 4 SP-#2 A3-0 0.74 3659 T 0.34 0.40 Plates for each ply each face. O -P 0.57 2545 T 0.24 0.33 PLATING CONFORMS TO TPI. Brace trues as follows: P -S2 0.49 2546 T 0.24 0.25 REPORTS: SBCCI 9761 O.C. From To S2-ZZ 0.59 2546 T 0.24 0.35 ROBBINS ENGINEERING, INC. TC Cont. 0- 0- 0 SO- 0- 0 ZZ-PP 0.39 2858 C 0.04 0.35 BASED ON SP LUMBER BC Cont. 0- 0- 0 50- 0- 0 PP-C 0.28 2858 C 0.04 0.24 USING GROSS AREA TEST. WB 1 rows CLB on A2-AO C -A4 0.45 4239 C 0.14 0.31 Plate - LOCK 20 Ga, Grose Area WB 1 rows CLB on A3-S A4-R 0.39 4327 C 0.16 0.23 Plate - RHS 20 Ga, Groan Area WB 1 rows CLB on I -ZZ R -Z 0.27 4034 C 0.15 0.12 Jt Type Plt Size X Y JSI Attach CLB with (2)-10d nails Z -D 0.20 2378 C 0.04 0.16 A LOCK 4.Ox 8.0 Ctr-0.1 0.76 at each web. --------Bottom Chords--------- B LOCK 6.Ox 6.0 0.9-3.6 0.75 A -M 0.42 1896 T 0.15 0.27 A3 LOCK 3.Ox 8.0 0.5 Ctr 0.86 Loading Live Dead (pef) M -Al 0.37 1501 T 0.13 0.24 O LOCK 3.Ox 6.0 0.5 Ctr 0.93 TC 20.0 15.0 Al-S3 0.25 1501 T 0.13 0.12 C LOCK 6.Ox 8.0-0.9-3.8 0.75 BC 0.0 5.0 S3-AO 0.36 1501 T 0.13 0.23 D LOCK 4.Ox 6.0 Ctr 0.1 0.81 Total 20.0 20.0 40.0 AO-S 0.28 407 C 0.00 0.28 I LACK 7.Ox10.0 Ctr 1.8 0.82 Spacing 12.0" S -J 0.28 178 C 0.00 0.28 VV IACR 7.Oxl2.0 Ctr 1.8 0.87 Lumber Duration Factor 1.25 I -YY 0.56 987 T 0.11 0.45 F# RHS 10.0x20.0-0.4 2.3 0.73 Plate Duration Factor 1.25 YY-KK 0.51 987 T 0.12 0.39 X LOCK 3.Ox 8.0-0.5 Ctr 0.91 TC Fb=1.00 Fc=1.00 Ft=1.00 KK-VV 0.72 3091 T 0.57 0.15 BC Fb=1.00 Fc=1.00 Ft=1.00 WW-F 0.28 137 T 0.01 0.27 # = Plate Monitor used E -X 0.28 99 T 0.01 0.27 Load Case # 1 Standard Loading X -D 0.52 2111 T 0.38 0.14 REFER TO ROBBINS ENG. GENERAL Lumber Duration Factor 1.25 ---------- Chord -Webs ---------- NOTES AND SYMBOLS SHEET FOR Plate Duration Factor 1.25 J -I 0.60 163 T 0.00 0.60 ADDITIONAL SPECIFICATIONS. plf - Live Dead From To I -P 0.09 502 C 0.09 0.00 TC V 20 15 0.0' 50.0' WW-VV 0.52 319 T 0.06 0.46 NOTES: BC V 0 5 0.0' 50.0' VV-A4 0.04 155 T 0.04 0.00 Trusses Manufactured by: TC V 60 45 8.0' 42.0' E -F 0.51 218 T 0.00 0.51 East Coast Lumber BC V 0 15 8.0' 42.0' F -R 0.06 382 C 0.06 0.00 Analysis Conforms To: TC V 150 150 7.0' CL-LB -------------Webs------------- FBC2004 BC V 200 200 7.0' CL-LB Y -M 0.01 51 C OH Loading BC V 315 315 43.0' CL-LB M -B 0.08 279 T Soffit pef 2.0 M -A2 0.14 527 T Design checked for LL on BC Al-A2 0.10 318 T per BOCA (section 1606.2.3) Plus 6 Wind Load Case(s) A2-AO 0.48 2248 C 1 Br and IBC/IRC-2003. Plus 1 UBC LL Load Cases) AO-A3 0.39 1234 T Design chocked for 10 pef non- A3-S 0.82 3829 C 1 Br concurrent LL on BC. Checked for NonConcurrent 200 S -O 0.36 1653 C Prevent trues rotation at all Lbs Moving Point Load applied S -I 0.70 3714 C bearing locations. at Panel Points and Mid -panel 0 -I 0.49 1537 T NOTE: USER MODIFIED PLATES on BC I -ZZ 0.76 3948 C 1 Br This design may have plates YY-ZZ 0.09 283 T selected through a plate Jt React Uplft Size Req'd ZZ-KK 0.67 2089 T monitor. Robbins Engineering. Inc./Online Plus" 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:01 AM Page 1 of Job CARC2T Mark HIJ Quan Type Span P1-H1 Left OH Right OH 1 1 SP 500000 6 1- 2- 0 1- 2- o I Engineering con[. CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) Wind Loads - ANSI / ASCE 7-02 Trues is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 paf Max comp. force 4327 Lbs Quality Control -Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. 111CAUTION111 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. Robbins Engineering, Inc./Online Plus- O 1996.2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:01 AM Page 2 of 2 Job CARC2T Mark M6D Quan 1 1 Type Span P1-H1 MONO 70308 6 Left OH Right OH 1- 2- 0 0 Engineering CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 3-11-15 TC_f 1-2-0 1 7-3-8 1 #6x8 B T ` 6I2x4 I E 3-11-15 D 2x4#3x8 A a i HGR 0 ® R: 351 U: 30 130 C 2x4 W:800 R: 367 U: 51 BC 6-10-0 5-8 7-3-8 t=-1 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.457" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.27 2x 4 SP-#2 BC 0.51 2x 4 SP-#2 WB 0.09 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 3- 8 BC Cont. 0- 0- 0 7- 3- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus" E -B 0.15 48 C 0.00 0.15 B -B 0.02 9 C 0.00 0.02 --------Bottom Chords --------- A -C 0.51 267 T 0.03 0.48 ------------- Webs ------------- E -C 0.07 301 C C -D 0.09 293 T WindLd D -B 0.03 137 C WindLd LL Defl -0.05" in A -C L/999 TL Defl -0.08" in A -C L/918 Shear // Grain in A -C 0.29 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI B# LOCK 6.Ox 8.0-0.2 0.5 0.31 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Jt React Uplft Size Req'd Analysis Conforms To: Lbs Lbs In-Sx In-Sx FBC2004 A 367 51 8- 0 1- 0 OH Loading Hz = 150 Soffit psf 2.0 D 351 130 3- 8 1- 0 Design checked for LL on BC Hz = 94 per BOCA (section 1606.2.3) and IBC/IRC-2003. Membr CSI P Lbs Axl-CSI-Bnd Design checked for 10 psf non- ---------- Top Chords---------- concurrent LL on BC. A -E 0.27 283 C 0.00 0.27 Max gap between edge of brg Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:30 AM Page 1 and end vertical is 1/2". NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 301 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering CARC2T H6C 1 1 MONO 70308 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 3-11-15 TC I1-2-0 1 7-3-8 I J #►6 e 0) 8 0 L4 u HGR R: 351 U: 130 W:800 R: 367 U: 51 BC 6-10-0tn m o 7-3-8 ALL PLATES ARE LOCK20, # - PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.27 2x 4 SP-#2 BC 0.51 2x 4 SP-#2 WB 0.09 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 3- 8 BC Cont. 0- 0- 0 7- 3- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 367 51 8- 0 1- 0 Hz = 150 D 351 130 3- 8 1- 0 Hz = 94 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -E 0.27 283 C 0.00 0.27 Robbins Engineering, Inc./Online Plus- * -B 0.15 48 C 0.00 0.15 B -B 0.02 9 C 0.00 0.02 --------Bottom Chords --------- A -C 0.51 267 T 0.03 0.48 ------------- Webs ------------- E -C 0.07 301 C C -D 0.09 293 T WindLd D -B 0.03 137 C WindLd LL Defl -0.05" in A -C L/999 TL Defl -0.08" in A -C L/918 Shear // Grain in A -C 0.29 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI B# LOCK 6.Ox 8.0 1.4-0.5 0.42 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg Scale: 0.348" = 1' and end vertical is 1/2". NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 301 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. SXMPSON HANGER @ JT.D. Robbins Engineering, Inc./Online Plus' 0 1996.2005 Version 18.0.014 Engineering • Portrait 12/12005 9:13:29 AM Page 1 Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering CARC2T H6B 1 1 HHIP 70308 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 2-8-3 TCI 1-2-0 1 4-6-0 1 2-7-8 I 4x4 6x6 B C 61 2-8-3 8 I� 3x6 r 1 2x4 n A 1 0 1 HGR 351 U: 105 D 2x4 W:800 R: 367 U: 76 BC j 6-10-0 5-8 ALL PLATES ARE LOCK20 Scale: 0.593" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.30 2x 4 SP-#2 BC 0.54 2x 4 SP-#2 WB 0.10 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 3- 8 BC Cont. 0- 0- 0 7- 3- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus - Hz = 61 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.30 167 C 0.00 0.30 B -C 0.08 32 T 0.00 0.08 C -C 0.02 0 T 0.00 0.02 --------Bottom Chords --------- A -D 0.54 154 T 0.01 0.53 ------------- Webs ------------- B -D 0.04 236 C D -F 0.10 314 T WindLd F -C 0.01 89 C WindLd LL Defl -0.06" in A -D L/999 TL Defl -0.10" in A -D L/741 Shear // Grain in A -D 0.30 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI C LOCK 6.Ox 6.0 Ctr 0.5 0.36 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx NOTES: A 367 76 8- 0 1- 0 Trusses Manufactured by: Hz = 96 East Coast Lumber F 351 105 3- 8 1- 0 Analysis Conforms To: Robbins Engineering. Inc./Online Plus"' 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:28 AM Page 1 FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and end vertical is 1/2". Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 236 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. SIMPSON HANGER @ JT.F. Job Mark Q uan Type Span P1-H1 Left OH Right OH Engineering CARC2T GE" 1 HHIP 61100 6 1- 2- 0 0 CARM (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 1-8-3 ` TCI 1-2-0 1 2-8-0 1 4-3-0 1 1 4x4 +2x4 2x4 F 6 1-8-3 2x4 A D G _i�x4 2x4 BC� j IIE} 6-11-0 6-11-0 ALL PLATES ARE LOCK20 See Joint F For Typical Gable Plate Size and Placement Scale: 0.742" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.08 2x 4 SP-#2 BC 0.16 2x 4 SP-#2 WB 0.02 2x 4 SP-#3 GW 0.02 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6-11- 0 BC Cont. 0- 0- 0 6-11- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.08 38 C 0.00 0.08 B -F 0.04 18 C 0.00 0.04 F -C 0.04 18 C 0.00 0.04 --------Bottom Chords --------- A -E 0.16 14 C 0.00 0.16 E -G 0.13 0 T 0.00 0.13 G -D 0.16 0 T 0.00 0.16 ------------- Webs ------------- E -B 0.02 155 C D -C 0.01 67 C WindLd ----------Gable Webs---------- G-F 0.02 153 C LL Defl 0.00" in G -D L/999 TL Defl 0.00" in A -E L/999 Shear // Grain in G -D 0.16 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Jt React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by: Cont. Brg 0- 0- 0 to 6-11- 0 East Coast Lumber 649 174 Hz = 76 Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 155 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:27 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T H6 1 1 HHIP 70000 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) .0 4-3 HO 2-7-15 TCj 1-2-0 1 4-7-8 1 2-4-8 1 t 4x4 3x3 T B C ME an 2-7-15 3x3 A ME E 2.4 3x3 n [I JI W:800 HGR R: 725 R: 630 U: 180 U: 180 BC 7-0-0 , ALL PLATES ARE LOCK20 Scale: 0.595" = 1' Robbins Engineering, Inc./Online P1us- A 726 180 8- 0 1- 0 Hz = -68 Online Plus -- Version 18.0.014 D 630 181 3- 8 1- 0 RUN DATE: 01-DEC-05 Hz = 133 CSI -Size- ----Lumber---- TC 0.21 2x 4 SP-#2 BC 0.33 2x 6 SP-#2 WB 0.22 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 7.0' BC V 0 10 0.0' 7.0' BC V 50 50 0.0' 7.0' Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.21 528 C 0.00 0.21 B -C 0.07 476 C 0.00 0.07 --------Bottom Chords --------- A -E 0.33 476 T 0.04 0.29 E -D 0.17 96 T 0.00 0.17 ------------- Webs ------------- E -B 0.02 90 T E -C 0.22 706 T D -C 0.09 583 C WindLd LL Defl -0.02" in A -E L/999 TL Defl -0.03" in A -E L/999 Shear // Grain in A -E 0.25 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 583 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. SIMPSON HANGER @ JT.D. Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/1R005 9:13:27 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering CARC2T H3D 1 1 MONO 110812 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 6-2-9 TC11-2-0I 11-8-12 1 2x4 B 6-2-9 C 3x3 Zxq II W:800 HGR R: 565 R: 469 U: 106 U: 167 BC 11-8-12 c`3 11 o 12 Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.44 2x 4 SP-#2 BC 0.49 2x 4 SP-#2 WB 0.34 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- B-12 BC Cont. 0- 0- 0 11- 8-12 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 565 107 8- 0 1- 0 Hz = -181 C 469 168 3- 8 1- 0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus' Hz = 337 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -D 0.44 575 C 0.00 0.44 D -B 0.44 138 C 0.00 0.44 --------Bottom Chords --------- * -E 0.47 527 T 0.06 0.41 E -C 0.49 527 T 0.06 0.43 ------------- Webs ------------- E -D 0.08 269 T D -C 0.34 600 C C -B 0.25 161 C WindLd LL Defl 0.03" in A -E L/999 TL Defl -0.05" in A -E L/999 Shear // Grain in D -B 0.28 DL Defl -0.12" at E L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by East Coast Lumber Analysis Conforms To: FBC2004 Scale: 0.329" = 1' OH Loading Soffit psf 2.0 Provide connection to bearing for 337 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 600 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:21 AM Page 1 Job Mark Quan Type Span Pl-H1 Left OH Right OH I Engineering CARC2T H3C 1 1 HHIP 110812 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) 5-0-6 HO 4-3 Ho 5-0-6 TCj 1-2-0 1 9-4-6 1 2-4-6 i 4x4 3x3 B c W. _0 HGR R: 565 R: 469 U: 121 U: 152 BC 11-8-12 ti 11-8-12 Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.33 2x 4 SP-#2 BC 0.65 2x 4 SP-#2 WB 0.17 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 8-12 BC Cont. 0- 0- 0 11- 8-12 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 565 122 8- 0 1- 0 Hz = -145 D 469 153 3- 8 1- 0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus'" Hz = 273 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.33 607 C 0.00 0.33 F -B 0.28 224 C 0.00 0.28 B -C 0.06 188 C 0.00 0.06 --------Bottom Chords --------- A -E 0.65 558 T 0.06 0.59 E -D 0.51 195 T 0.00 0.51 ------------- Webs ------------- F -E 0.17 416 C E -B 0.05 144 C E -C 0.15 470 T D -C 0.17 491 C WindLd LL Defl 0.22" in A -E L/599 TL Defl -0.21" in A -E L/607 Shear // Grain in A -F 0.22 DL Defl -0.12" at E L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate -.LOCK 20 Gar Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Scale: 0.388" = 1' Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 607 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus' 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:20 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering CARC2T H3B 1 1 HHIP 110812 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) 1 4-0-6 i HO 4-3 HO 4-0-6 TCj 1-2-0 1 7-4-6 1 4-4-6 I 4x4 3x3 I � U W:800 HGR R: 565 R: 469 U: 131 U: 152 Sc 1 i- 11-8-12 -�, 11-8-12 BD Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.51 2x 4 SP-#2 BC 0.61 2x 4 SP-#2 WB 0.17 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 8-12 BC Cont. 0- 0- 0 11- 8-12 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Cases) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 565 131 8- 0 1- 0 Hz = -113 D 469 152 3- 8 1- 0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 214 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.51 441 C 0.00 0.51 B -C 0.26 393 C 0.00 0.26 --------Bottom Chords --------- * -E 0.61 393 T 0.05 0.56 E -D 0.38 153 T 0.00 0.38 ------------- Webs ------------- E -B 0.05 238 C E -C 0.17 534 T D -C 0.12 473 C WindLd LL Defl 0.07" in A -E L/999 TL Defl -0.13" in A -E L/959 Shear // Grain in A -B 0.28 DL Defl -0.12" at E L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 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 Scale: 0.455" = 1 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 473 Lbs Quality Control -Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering . Portrait 12/1/2005 9:13:20 AM Page 1 Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering CARC2T T3A 1 3 DUAL 110812 6 1- 2- 0 0 I CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-3 TCj 1-2-0 1 5-10-6 5-10-6 I 4x4 B i 6 3-3-6 3x3 3x3 A C I D 2x4 W:800 HGR R: 565 R: 469 U: 147 U: 126 BC 1 � 11-8-12 11-8-12 ALL PLATES ARE LOCK20 Scale: 0.497" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.26 2x 4 SP-#2 BC 0.47 2x 4 SP-#2 WB 0.08 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- B-12 BC Cont. 0- 0- 0 11- B-12 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 565 148 B- 0 1- 0 Hz = -59 C 469 126 3- 8 1- 0 Robbins Engineering, Inc./Online Plus - Hz = 60 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.26 573 C 0.00 0.26 B -C 0.26 573 C 0.00 0.26 --------Bottom Chords --------- * -D 0.47 514 T 0.06 0.41 D -C 0.47 514 T 0.06 0.41 ------------- Webs ------------- D -B 0.08 276 T LL Defl 0.03" in A -D L/999 TL Defl -0.04" in A -D L/999 Shear // Grain in A -B 0.22 DL Defl -0.12" at D L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 573 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:19 AM Page 1 Job Job Mark Mark _P Quan Type Span Pl-H1 Left OH Right OH Engineering CARC2T G3 1 sP 110e12 6 1- 2- o 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 4-3 MC! 1-2-0 3-1-2 2-3-1 1 1-0-5 1 2-3-7 3-0-13 ! axe 4x4 C D 4.195i �4.202 4x4 All N B 4x4 E 6 6 2-8-3 3x4 3x4 A F J H G 2x4 3x3 3x8 I 2x4 W:800 W:800 R: 985 R: 821 U: 242 U: 220 Bc 11-8-12 as o 12 ALL PLATES ARE LOCK20 Scale: 0.498" = 1' Robbins Engineering, Inc./Online Plus - A 985 243 8- 0 1- 3 Hz = -45 Online Plus -- Version 18.0.014 F 821 221 8- 0 1- 0 RUN DATE: 01-DEC-05 Hz = 46 CSI -Size- ----Lumber---- TC 0.12 2x 4 SP-#2 BC 0.35 2x 4 SP-#2 WB 0.08 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 8-12 BC Cont. 0- 0- 0 11- 8-12 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 11.7' BC V 0 10 0.0' 11.7' TC V 30 23 0.0' 11.7' BC V 0 8 0.0' 11.7' Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.12 1261 C 0.01 0.11 B -C 0.09 1021 C 0.00 0.09 C -D 0.05 966 C 0.04 0.01 D -E 0.10 1021 C 0.00 0.10 E -F 0.12 1263 C 0.01 0.11 --------Bottom Chords --------- A -J 0.32 1123 T 0.13 0-.19 J -H 0.35 1121 T 0.14 0.21 H -G 0.23 959 T 0.11 0.12 G -I 0.35 1124 T 0.14 0.21 I -F 0.31 1125 T 0.13 0.18 ------------- Webs ------------- J -B 0.06 213 T B -H 0.04 240 C H -C 0.08 257 T C -G 0.05 156 T G -D 0.04 142 T G -E 0.04 243 C I -E 0.06 209 T LL Defl -0.02" in H -G L/999 TL Defl -0.04" in J -H L/999 Shear // Grain in A -J 0.19 DL Defl -0.12" at H L/998 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI G LOCK 3.Ox 8.0 0.4 Ctr 0.49 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1263 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx REFER TO ROBBINS ENG. GENERAL Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1R005 9:13:18 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering CARC2T I G7 1 1 MONO 121008 6 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) T 6-9-7 HO 4-3 HO 6-9-7 #6xl2 B F 13x8 :208 ® D R:11 71 55 #6z8 U: 551 W:800 C R:1737 2x4 U: 396 BC 1 12-5-0 m L o 12-10-8 - f9, ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Robbins Engineering, Inc./Online Plus - A 1737 396 8- 0 2- 1 Hz = 273 Online Plus -- Version 18.0.014 F 1771 552 2- 8 1- 0 RUN DATE: 01-DEC-05 Hz = 172 CSI -Size- ----Lumber---- TC 0.60 2x 4 SP-#2 BC 0.51 2x 6 SP-SS WB 0.88 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 12-10- 8 BC Cont. 0- 0- 0 12-10- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 12.9' BC V 0 10' 0.0' 12.9' BC V 100 100 0.0' 12.4' Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 I.bs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -E 0.60 2049 C 0.07 0.53 E -B 0.58 2091 C 0.04 0.54 B -B 0.02 9 C 0.00 0.02 --------Bottom Chords --------- * -D 0.51 1852 T 0.12 0.39 D -C 0.39 138 T 0.00 0.39 ------------- Webs ------------- D -E 0.10 494 C D -B 0.88 2752 T C -F 0.15 517 T WindLd F -B 0.70 1301 C WindLd LL Defl -0.10" in A -D L/999 TL Defl -0.20" in A -D L/729 Shear // Grain in A -D 0.67 DL Defl -0.12" at D L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI B# LOCK 6.Oxl2.0 1.8 1.1 0.99 D# LOCK 6.Ox 8.0 0.1 Ctr 0.88 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Scale: 0.292" = I' East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and end vertical is 1/2". NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2091 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ 11SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx NOTES: Trusses Manufactured by: Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:31 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T FSA 1 1 FLAT 70000 40602 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-6-2 HO 4-6-2 TC1 7-0-0 1 2x4 2x4 A B T 4-6-2 D C 2x4 I 2x4 W:400 HGR R: 280 R: 342 U: 135 U: 169 BC 7-0-0 7-0-0 ALL PLATES ARE LOCK20 Scale: 0.420" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.71 2x 4 SP-#2 BC 0.71 2x 4 SP-#2 WB 0.14 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus - Hz = 226 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.71 64 C 0.00 0.71 --------Bottom Chords --------- D -C 0.71 157 T 0.00 0.71 ------------- Webs ------------- D -A 0.11 245 C WindLd A -C 0.11 129 C C -B 0.14 245 C WindLd LL Defl -0.11" in D -C L/725 TL Defl -0.16" in D -C L/480 Shear // Grain in A -B 0.30 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: Jt React Uplft Size Req'd East Coast Lumber Lbs Lbs In-Sx In-Sx Analysis Conforms To: D 280 136 4- 0 1- 0 FBC2004 Hz = -225 Design checked for LL on BC C 342 169 3- 8 1- 0 per BOCA (section 1606.2.3) Robbins Engineering, Inc./Online Plus- 0 1998.2005 Version 18.0.014 Engineering . Portrait 12/12005 9:13:25 AM Page 1 and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Provide drainage to prevent water ponding. This truss must be installed as shown. It cannot be installed upside-down. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 245 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering CARC2T I GS 1 1 FLAT 70000 50107 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) BO 5-1-7 80 5-1-7 TCJ 7-0-0 #5x8 3x3 2x4 #5x8 5-1-7 D 2x4 7 a a 4x8 6x8 W:400 R:2776 U:1042 '•3.7" MIN. BEARING REQ.'• 8GR R:2776 U:1085 BC 7-0-0 7-0-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.08 2x 4 SP-#2 BC 0.38 2x 6 SP-#2 WB 0.65 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 7.0' BC V 0 10 0.0' 7.0' BC V 357 357 0.0' 7.0' Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus - Hz = 256 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -G 0.08 874 C 0.00 0.08 G -H 0.07 871 C 0.00 0.07 H -B 0.08 871 C 0.00 0.08 --------Bottom Chords --------- D -F 0.36 178 T 0.00 0.36 F -E 0.38 874 T 0.11 0.27 E -C 0.37 178 T 0.00 0.37 ------------- Webs ------------- D -A 0.65 1941 C WindLd A -F 0.65 2052 T F -G 0.05 154 C G -E 0.03 101 T E -H 0.05 156 C E -B 0.65 2043 T C -B 0.65 1934 C WindLd LL Defl -0.02" in F -E L/999 TL Defl -0.04" in F -E L/999 Shear // Grain in D -F 0.73 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A# LOCK 5.Ox 8.0 Ctr-0.5 0.66 B# LOCK 5.Ox 8.0 Ctr-0.5 0.66 F LOCK 4.Ox 8.0 Ctr-0.6 0.94 E LOCK 6.Ox 8.0 0.5-0.6 0.93 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL Jt React Uplft Size Req'd NOTES AND SYMBOLS SHEET FOR Lbs Lbs In-Sx In-Sx ADDITIONAL SPECIFICATIONS. D 2777 1043 4- 0 3- 4 Hz = -255 NOTES: C 2777 1086 3-12 3- 4 Trusses Manufactured by: Robbins Engineering. Inc./Online Plus' 0 199E2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:26 AM Page 1 Scale: 0.384" = 1' East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Provide drainage to prevent water ponding. This truss must be installed as shown. It cannot be installed upside-down. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1941 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. SIMPSON HANGER @ JT.C. Job Mark CARC2T T4C RC2T (ENGLE HOMES/CARACAS Quan Type Span P1-H1 Left OH Right OH 1 DSFL 71104 6 0 0 ELEV. 2/M#4 Engineering HO 6-6-9 HO 6-6-9 TCJ 3-11-10 1 3-11-10 1 4x4 B 4 F® 8 ®G W:308 W:308 R: 316 R: 357 U: 75 U: 97 63x4 63x4 ON m ID BCm 7-4-4 m 0 0 r7 7-11-4 { 1 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.16 2x 4 SP-#2 BC 0.31 2x 4 SP-#2 WB 0.31 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7-11- 4 BC Cont. 0- 0- 0 7-11- 4 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx E 316 75 3- 8 1- 0 Hz = -236 D 357 97 3- 8 1- 0 Robbins Engineering, Inc./Online Plus - Hz = 206 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.16 142 C 0.00 0.16 B -C 0.16 142 C 0.00 0.16 --------Bottom Chords --------- E -H 0.31 177 T 0.00 0.31 H -D 0.28 146 T 0.00 0.28 ------------- Webs ------------- E -A 0.31 300 C WindLd A -H 0.05 179 T H -B 0.08 185 C H -C 0.05 179 T D -C 0.31 300 C WindLd LL Defl 0.01" in E -H L/999 TL Defl 0.01" in E -H L/999 Shear // Grain in H -D 0.18 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gat, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Scale: 0.229" = 1' Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 300 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering -Portrait 12/1/2005 9:13:24 AM Pagel Job CARC2T Mark T4B Quan Type 1 3 DSFL Span 71104 P1-H1 6 Left OH Right OH 2- 6- 0 2- 6- 0 Engineering CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 6-6-9 HO 6-6-9 TCI 2-6-0 1 3-11-10 1 3-11-10 1 2-6-0 4x4 6I B I i 1-11-13 2x4 2x4 A C I 5-10-6 m i m I m E H ro O1 I m 1 D 2x4 3x6 1 IF 2x4 •• 1 LT �I • G I W:308 W:308 R: 510 R: 551 U: 130 U: 130 &3x4 &3x4 BC 7-11-4 7-11-4 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.242" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.16 2x 4 SP-#2 BC 0.31 2x 4 SP42 WB 0.19 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7-11- 4 BC Cont. 0- 0- 0 7-11- 4 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx E 511 130 3- 8 1- 0 Hz = -40 D 552 130 3- 8 1- 0 Robbins Engineering, Inc./Online Plus`" Hz = 41 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.16 142 C 0.00 0.16 B -C 0.16 142 C 0.00 0.16 --------Bottom Chords --------- E -H 0.31 41 T 0.00 0.31 H -D 0.28 41 T 0.00 0.28 ------------- Webs ------------- E -A 0.19 300 C A -H 0.05 179 T H -B 0.08 185 C H -C 0.05 179 T D -C 0.19 300 C LL Defl 0.01" in E -H L/999 TL Defl 0.01" in E -H L/999 Shear // Grain in H -D 0.18 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. No wind exposure on left end. No wind exposure on right end. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 300 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:30:55 AM Page 1 Job CARC2T mark T4A Quan Type Span 2 DUAL 100504 P1-Hl Left OH Right OH 6 1- 3- 0 1- 3- 0 Engineering CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 3-3-1 HO 3-3-1 TC 11-3-0 1 5-2-10 5-2-10 11-3-0 I 4x4 T B 6I 3x3 3x3 G K 5-10-6 W I W I H L r �7 2x4 1 M 2x4 3x3 3x3 Cant:1- 3- 0� �ICant:l- 3- 0 W:800 W:800 R: 519 R: 532 U: 168 U: 184 BC 1-7-0 1 7-3-4 1 1-7-0 I� 10-5-4 ALL PLATES ARE LOCK20 Scale: 0.317" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.29 2x 4 SP-#2 BC 0.44 2x 4 SP42 WB 0.17 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 10- 5- 4 BC Cont. 0- 0- 0 10- 5- 4 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx I 520 168 8- 0 1- 0 Hz = -214 M 533 184 8- 0 1- 0 Robbins Engineering, Inc./Online Plus - Hz = 174 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- G -B 0.29 74 T 0.01 0.28 B -K 0.29 74 T 0.01 0.28 --------Bottom Chords --------- H -I 0.37 49 C 0.00 0.37 I -M 0.44 120 T 0.01 0.43 M -L 0.34 49 C 0.00 0.34 ------------- Webs ------------- H -G 0.05 121 C WindLd G -I 0.03 128 C I -B 0.17 282 C B -M 0.17 282 C M -K 0.02 133 C L -K 0.05 112 C WindLd LL Defl 0.12" in I -M L/658 TL Defl 0.10" in I -M L/782 LL Cant 0.01" in H -I L/999 Shear // Grain in G -B 0.23 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 282 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering, Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:22 AM Page 1 Job Mark Pi van Type Span P1-H1 Left OH Right OH Engineering CARC2T GE4 DUAL 100504 6 1- 3- 0 1- 3- 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 3-3-1 HO 3-3-1 TC � 1-3-0 5-2-10 1 5-2-10 1 1-3-0 1 4x4 B 6I N P M R 2x4 2x4 G I 5-10-6 tl W r H 2x4 2x4 K O D Q L -2x4 2x4 BC, 1-3-0 1 7-11-4 1 10-5-4 ALL PLATES ARE LOCK20 See Joint M For Typical Gable Plate Size and Placement Scale: 0.340" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.14 2x 4 SP-#2 BC 0.18 2x 4 SP-#2 WB 0.06 2x 4 SP-#3 GW 0.04 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 10- 5- 4 BC Cont. 0- 0- 0 10- 5- 4 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 1- 3- 0 to 9- 2- 4 1039 335 Hz = 213 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- G -M 0.13 34 T 0.00 0.13 M -N 0.13 74 T 0.00 0.13 Robbins Engineering, Inc./Online Plus" N -B 0.04 122 T 0.00 0.04 B -P 0.04 121 T 0.00 0.04 P -R 0.14 81 T 0.00 0.14 R -I 0.14 36 T 0.00 0.14 --------Bottom Chords --------- H -K 0.17 114 C 0.00 0.17 K -0 0.16 0 T 0.00 0.16 0 -D 0.13 0 T 0.00 0.13 D -Q 0.13 0 T 0.00 0.13 Q -L 0.17 0 T 0.00 0.17 L -J 0.18 98 T 0.01 0.17 ------------- Webs ------------- H -G 0.05 24 T 0.00 0.05 D -B 0.06 135 C J -I 0.05 40 T 0.00 0.05 ----------Gable Webs---------- - -M 0.03 137 C O -N 0.04 145 C Q -P 0.04 145 C L -R 0.03 137 C LL Defl 0.00" in Q -L L/999 TL Defl 0.00" in Q -L L/999 LL Cant -0.01" in L -J L/999 Shear // Grain in L -J 0.22 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 145 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 3 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-SEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:23 AM Page 1 Job mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T MV6 1 1 VLM. SB 60000 6 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 3-0-0 TCI 6-0-0 1 2x4 6 I 3-0-0 2x4 C x4 i I BC 6-0-0 v 6-0-0 ALL PLATES ARE L0CK20 Scale: 0.625" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.29 2x 4 SP42 BC 0.32 2x 4 SP42 WB 0.05 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6- 0- 0 BC Cont. 0- 0- 0 6- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 .Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 6- 0- 0 431 116 Hz = 151 Robbins Engineering, Inc./Online Plus'" Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.29 75 C 0.00 0.29 --------Bottom Chords --------- A -C 0.32 0 T 0.00 0.32 ------------- Webs ------------- C -B 0.05 143 C WindLd LL Defl 0.03" in A -C L/999 TL Defl -0.02" in A -C L/999 Shear // Grain in A -B 0.23 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 143 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering, Inc./Online Plus*" 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:31 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering CARC2T MV4 1 2 VLM. SB 40000 6 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 2-0-0 TC' 4-0-0 I 2:4 2-0-0 BC 4-0-0 4-0-0 Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.08 2x 4 SP-#2 BC 0.14 2x 4 SP-#2 WB 0.01 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4- 0- 0 BC Cont. 0- 0- 0 4- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 4- 0- 0 335 73 Hz = 92 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus'" Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.08 44 C 0.00 0.08 --------Bottom Chords --------- A -C 0.14 0 T 0.00 0.14 ------------- Webs ------------- C -B 0.01 90 C WindLd LL Defl 0.00" in A -C L/999 TL Defl 0.00" in A -C L/999 Shear // Grain in A -C 0.23 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Scale: 0.757" = 1' Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 90 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus' ® 1996-2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:32 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering CARC2T MV2 1 2 VLMA. SB 20000 6 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.00 2x 4 SP-#2 BC 0.00 2x 4 SP-#2 WB 0.00 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 2- 0- 0 BC Cont. 0- 0- 0 2- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 2- 0- 0 254 31 Hz = 33 T 1-0-0 Ho 1-0-0 TCI 2-0-0 I 51 2x4 1 IM7 HC�2-0-0 2-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.00 13 C --------Bottom Chords --------- A -C 0.00 0 T ------------- Webs ------------- C -B 0.00 36 C WindLd LL Defl 0.00" in C -C L/999 TL Defl 0.00" in C -C L/999 Shear // Grain in C -B 0.03 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Scale: 0.859" = 1' Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 36 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:33 AM Page 1 Job Mark Quan Type Span Pi -Hi Left OH Right OH Engineering CARC2T HJ7 4 MONO 91013 4.243 1- 7-13 0 I CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 3-15 HO 3-9-15 TCI 1-7-13 i 9-10-13 ' 2x4 B 4.243 i 2x4 E W 108 3-9-15 : 288 I 130 i 3x3 A C 3.3 W:1105 14:108 R: 501 R: 397 U: 99 U: 54 BCC 9-10-13 !v 9-10-13 ALL PLATES ARE LOCK20 Scale: 0.468" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.54 2x 4 SP42 BC 0.92 2x 4 SP42 WB 0.29 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9-10-13 BC Cont. 0- 0- 0 9-10-13 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 9.9' BC V 0 10 0.0' 9.9' TC V -40 -30 0.0' 45 34 9.9' BC V 0 -10 0.0' 0 11 9.9' Plus 5 Wind Load Cases) Plus 1 UBC LL Load Cases) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online P1us- Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 502 99 11- 5 1- 0 Hz = 103 B 289 130 1- 8 1- 0 Hz = 204 C 397 54 1- 8 1- 0 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -E 0.54 712 C 0.00 0.54 E -B 0.54 119 T 0.00 0.54 --------Bottom Chords --------- A -C 0.92 720 T 0.13 0.79 ------------- Webs ------------- E -C 0.29 769 C C -B 0.07 0 T WindLd LL Defl -0.24" in A -C L/442 TL Defl -0.36" in A -C L/292 Shear // Grain in E -B 0.34 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder King Jack Loading TC and BC Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 769 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/l200S 9:13:34 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T H.JB 1 2 ENDJO 50009 5.516 1- 3- 4 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) BO 4-1 BO 2-7-14 TCI 1-3-4 I 5-0-9 ` 2x4 B T 5.516I 2-7-14 W 108 R: 119 2x4 U: 46 I A I i C �- 2x4 W:800 W:108 R: 263 R: 230 U: 30 BC 5-0-9 5-0-9 ALL PLATES ARE LOCK20 Scale: 0.604" = v Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.22 2x 4 SP-#2 BC 0.41 2x 4 SP-#2 WB 0.02 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 0- 9 BC Cont. 0- 0- 0 5- 0- 9 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 5.0' BC V 0 10 0.0' 5.0' TC V -40 -30 0.0' -3 -3 5.0' BC V 0 -10 0.0' 0 -1 5.0' Plus 4 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus- Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 263 30 8- 0 1- 0 Hz = -60 B 120 46 1- 8 1- 0 C 230 0 1- 8 1- 0 Hz = 95 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.22 52 C 0.00 0.22 B -B 0.00 4 C --------Bottom Chords --------- A -C 0.41 58 T 0.00 0.41 ------------- Webs ------------- C -B 0.02 0 T WindLd LL Defl -0.01" in A -C L/999 TL Defl -0.02" in A -C L/999 Shear // Grain in A -C 0.28 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 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 4- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 52 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:34 AM Page 1 Job CARC2T Mark HJA Quan 1 2 Type Span P1-H1 ENDJO 30211 5.51 Left OH Right OH 1- 3- 3 0 Engineering CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) 80 4-0 SO 1-9-12 TC� 1-3-3 I 3-2-11 i 2x4 B s.51� 1-9-12 2x4 A C R 2x4 II II W:108 R: 48 U: 19 W:800 W:108 R: 224 R: 223 U: 34 BC 3-2-11 3-2-11 DJ ALL PLATES ARE LOCK20 Scale: 0.517" = 1' Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.11 2x 4 SP-#2 BC 0.20 2x 4 SP-#2 WB 0.00 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 2-11 BC Cont. 0- 0- 0 3- 2-11 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 3.2' BC V 0 '10 0.0' 3.2' TC V -40 -30 0.0' -25 -19 3.2' BC V 0 -10 0.0' 0 -6 3.2' Plus 4 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus- Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 224 34 8- 0 1- 0 Hz = -35 B 49 15 1- 8 1- 0 C 223 0 1- 8 1- 0 Hz = 46 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.11 24 C 0.00 0.11 B -B 0.00 1 C --------Bottom Chords --------- A -C 0.20 24 T 0.00 0.20 ------------- Webs ------------- C -B 0.00 0 T WindLd LL Defl 0.00" in A -C L/999 TL Defl 0.00" in A -C L/999 Shear // Grain in A -C 0.26 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder King Jack Loading TC and BC Setback 3- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 24 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:35 AM Page 1 Job CARC2T Mark EJ7 Quan 1 21 Type Span P1-H1 ENDJO 70000 6 Left OH Right OH 1- 2- 0 0 Engineering CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 3-10-3 _T_CI 1-2-0 I 7-0-0 B 61 W:108 3-10-3 R: 215 U: 112 2x4 1 A C I W:800 W:108 R: 377 R: 243 U: 58 U: 1 BC�( 7-0-0 4 7-0-0 ALL PLATES ARE LOCK20 Scale: 0.481" = 1' Robbins Engineering, Inc./Online Plus - Hz = 91 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 01-DEC-05----------Top Chords ---------- A -B 0.55 71 C 0.00 0.55 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.55 2x 4 SP-#2 A -C 0.67 90 T 0.00 0.67 BC 0.67 2x 4 SP-#2 LL Defl -0.08" in A -C L/967 Brace truss as follows: TL Defl -0.17" in A -C L/435 O.C. From To Shear // Grain in A -B 0.28 TC Cont. 0- 0- 0 7- 0- 0 DL Defl 0.00" at L/999 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 377 58 8- 0 1- 0 Hz = 144 B 215 113 1- 8 1- 0 C 244 1 1- 8 1- 0 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. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 71 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering, Inc./Online Plus' 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:36 AM Pepe 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T EJ7A 7 Sp 70000 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 2-10-3 TCJ 1-2-0 1 7-0-0 B 3-10-3 1-0-OD 1-0-0C 7I W:800 R: 397 U: 79 e i4 37 R: 259 U: 27 BC 3-2-0 1 3-10-0� EE 7-0-0 - Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.35 2x 4 SP-#2 BC 0.68 2x 4 SP-#2 CW 0.41 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Cases) Plus 1 UBC LL Load Cases) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 91 C 260 27 1- 8 1- 0 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -F 0.35 315 C 0.00 0.35 F -B 0.35 70 T 0.00 0.35 --------Bottom Chords --------- A -E 0.24 244 T 0.03 0.21 E -D 0.24 129 T 0.02 0.22 D -C 0.68 0 T 0.00 0.68 ---------- Chord -Webs ---------- E -D 0.41 113 T 0.03 0.38 D -F 0.05 170 T 0.05 0.00 LL Defl -0.10" in E -D L/727 TL Defl -0.19" in E -D L/391 Shear // Grain in D -C 0.22 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx NOTES: A 398 79 8- 0 1- 0 Trusses Manufactured by: Hz = 144 East Coast Lumber B 175 87 1- 8 1- 0 Analysis Conforms To: Robbins Engineering, Inc./Online Plus"' 0 1998-2005 Version 18.0.014 Engineering • Portrait 12/12005 9:13:37 AM Pagel Scale: 0.481" = 1' FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 315 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Job CARC2T Mark EJ7B Quan I 1 Type Span P1-H1 HHIP 70000 6 Left OH Right OH 1- 2- 0 0 Engineering CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 3-5-7 TCI 1-2-0 1 6-2-8 1 9-8 1 " 4x4 T B C I I I 6 1 3-5-7 W:108 R: 116 I U: 2 2x4 1 A E D 2x4 W:800 W:108 R: 379 R: 323 U: 76 U: 143 BC 7-0-0 7-0-0 D. ALL PLATES ARE LOCK20 Scale: 0.496" = 1' Robbins Engineering, Inc./Online Plus - Hz = 81 D 323 143 1- 8 1- 0 Online Plus -- Version 18.0.014 G = Gravity Uplift RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.46 2x 4 SP-#2 BC 0.66 2x 4 SP42 WB 0.05 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 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 379 77 8- 0 1- 0 Hz = 128 C 117 3G 1- 8 1- 0 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.46 58 C 0.00 0.46 B -C 0.12 80 T 0.00 0.12 --------Bottom Chords --------- A -E 0.66 11 T 0.00 0.66 E -D 0.30 0 T 0.00 0.30 ------------- Webs ------------- E -B 0.05 250 C WindLd LL Defl -0.10" in A -E L/774 TL Defl -0.20" in A -E L/363 Shear // Grain in E -D 0.36 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gat, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp, force 250 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering -Portrait 12/12005 9:13:37 AM Pagel Job CARC2T Mark CJS Q uan Type 8 ENDJO Span P1-H1 50000 6 Left OH Right OH 1- 2- 0 0 Engineering CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) HO 4-3 HO 2-10-3 TC1 1-2-0 1 5-0-0 1 T 6' 2-10-3 I W:108 R: 153 U: 80 2x4 A W:800 W:108 R: 300 R: 230 U: 47 U: 1 BC 5-0-0 5-0-0 B ALL PLATES ARE LOCA20 Scale: 0.603" = 1' Robbins Engineering, Inc./Online Plus' Hz = 64 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 01-DEC-05----------Top Chords ---------- A -B 0.27 50 C 0.00 0.27 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.27 2x 4 SP-#2 A -C 0.43 64 T 0.00 0.43 BC 0.43 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 0- 0 BC Cont. 0- 0- 0 5- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Cases) Plus 1 UBC LL Load Cases) LL Defl -0.02" in A -C L/999 TL Defl -0.04" in A -C L/999 Shear // Grain in A -B 0.19 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 300 47 8- 0 1- 0 Design checked for LL on BC Hz = 102 per BOCA (section 1606.2.3) B 153 81 1- 8 1- 0 and IBC/IRC-2003. C 231 2 1- 8 1- 0 Design checked for 10 psf non - Robbins Engineering. Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/1/2005 9:13:38 AM Page 1 concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 50 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Job Mark CARC2T CJ3 CARC2T (ENGLE HOMES/CARACAS Quan Type Span P1-H1 Left OH Right OH 8 ENDJO 30000 6 1- 2- 0 0 ELEV. 2/M#4326 Engineering HO 4-3 HO 1-10-3 TCI 1-2-0 1 3-0-0 1 W:800 W:108 R: 262 R: 218 U: 36 U: 1 BC 1 3-0-0 3-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 38 Online Plus -- version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 01-DEC-05----------Top Chords ---------- A -B 0.10 30 C 0.00 0.10 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.10 2x 4 SP-#2 A -C 0.22 38 T 0.00 0.22 BC 0.22 2x 4 SP-#2 LL Defl 0.00" in A -C L/999 Brace truss as follows: TL Defl -0.01" in A -C L/999 O.C. From To Shear // Grain in A -C 0.17 TC Cont. 0- 0- 0 3- 0- 0 DL Defl 0.00" at L/999 BC Cont. 0- 0- 0 3- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 262 36 8- 0 1- 0 Hz = 61 B 92 49 1- 8 1- 0 C 218 2 1- 8 1- 0 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - Scale: 0.643" = V concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 30 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:39 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering CARC2T CJI 1 8 ENDJO 10000 6 1- 2- 0 0 CARC2T (ENGLE HOMES/CARACAS ELEV. 2/M#4326) BO 4-3 HO 10-3 TCI 1-2-0 1 1-0-0 1 61 1 Online Plus -- Version 18.0.014 RUN DATE: 01-DEC-05 CSI -Size- ----Lumber---- TC 0.03 2x 4 SP-#2 BC 0.04 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 0- 0 BC Cont. 0- 0- 0 1- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 235 27 3- 8 1- 0 Hz = 18 B 48 12 1- 8 1- 0 C 205 3 1- 8 1- 0 10-3 1 C W.l'S U: I12 W:800 W:108 R: 235 R: 205 U: 26 U: 2 BC 1-0-0 @- 1-0-0 -B: ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 11 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.03 18 T 0.00 0.03 --------Bottom Chords --------- A -C 0.04 11 T 0.00 0.04 LL Defl 0.00" in TL Defl 0.00" in Shear // Grain in A -C 0.06 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 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 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - Scale: 0.716" = 1' concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 18-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 6 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JIB Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 12/12005 9:13:40 AM Page 1