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HomeMy WebLinkAbout513 Kays Landing Dr 07-1799 COPERMIT ADDRESS 5 1 CONTRACTOR ADDRESS PHONE NUMBER PROPERTYOWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE _ L��SUBDIVISION PERMIT # V 1- 114q `7 DATE T O PERMIT DESCRIPTION lNeW 5 r PERMIT VALUATION SQUARE FOOTAGE �a3 61 t4%-) Ltolk CITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 10/09/07 Parcel Number . . . . . 34.19.30.520-0000-0970 Property Address . . . 513 KAYS LANDING DR SANFORD FL 32771 Subdivision Name . . . Legal Description . . . Property Zoning . . . . PUD Owner . . . . . . . . . Engle Homes Contractor . . . . . . ENGLE HOMES ORLANDO 407 249-3500 Application number 07-00001799 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . . . TYPE VB Occupancy type . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . NONE Approved Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2004 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. 07- //' q9 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Tousa Homes, Inc. Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Company NAIC Number I 513 Kays Landing Drive City Sanford State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 97, Kay's Landing, Phase 2, Plat Book 69, Pages 43-44, Seminole County, Florida. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 28d47'47.19" N Long. 8ldl8'24.38" W Horizontal Datum: ❑_NAD 1927 N 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 415 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF SANFORD 120294 SEMINOLE I FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117C 0045 E 04-17-1995 04-17-1995 X N/A 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other (Describe) Bl 1. Indicate elevation datum used for BFE in Item B9: N 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 NNo Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* N 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. 35.85 N feet ❑ meters (Puerto Rico only) 46.85 N feet ❑ meters (Puerto Rico only) N/A. N feet ❑ meters (Puerto Rico only) 35.16 N feet ❑ meters (Puerto Rico only) 35.27 N feet ❑ meters (Puerto Rico only) 34.8 N feet ❑ meters (Puerto Rico only) 35.3 N 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 i ,1 i i t information. I certify that the information on this Certificate represents my best efforts to interpret the data available. r "r I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. 1 N Check here if comments are provided on back of form. s Name Ronald W. Herr, P.L.S. Title Manager of Survey -Central Florida Region Company Name IBI Group, Inc. ber LS4907 Address 2603 IWiand Center Parkvyay, Suite C City Maitland State FL ZIP Code 32751 I ,r , (407)660-2120 'ER FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 513 Kays Landing Drive City Sanford State FL ZIP Code 32771 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Item C2.a)e) - Air Conditioner Slab Elevation. Information shown hereon is based upon FIRM Date 09-28-07 Check here if attachments SECTION E - BUILDIN(X'ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. 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 G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or, (in'Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Qtfcial's;Narre Title Community.Name, Telephone Signature - Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. pany Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 513 Kays Landing Drive City Sanford State FL ZIP Code 32771 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW (Date of photograph: 09-26-07) I Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 513 Kays Landing Drive City Sanford State FL ZIP Code 32771 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." REAR VIEW (Date of photograph: 09/26/07) d9- lggq November 7, 2005 City of Sanford Building Division PO Box 1788 Sanford, FL 32772-1788 To Whom It May Concern: Re: Lot 97 — 513 Kays Landing, Sanford, FL 32771 The finished floor elevation of the structure located at 513 Kays Landing, Sanford, FL 32771, Lot 97, 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 IB p 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/IBI Consultants, Inc. is a Division of IBI Group IBI GROUP, Inc. IBI ENGINEERS AUTHORIZATION #L85610 SURVEYORS PLANNERS IBI LANDSCAPE ARCHITECTS ENVIRONMENTAL CONSULTANTS GROUP 2200 PARK CENTRAL BLVD. N., POMPANO BEACH, FLORIDA, SUITE 100 2603 MAITLAND CENTER PARKWAY, SUITE C 33064 MAITLAND, FLORIDA, GROUP V (954) 974-220D 32751 (407) 660-2120 ENGLE KAY' S LANDING PHASE 2 NATIONAL FLOOD INSURANCE PROGRAM COMMUNITY NUMBER 120294 BEAR/NC BASED ON THE WEST LINE OF THE PANEL NUMBER 12/17C0040E MAP REVISION 05117115 NORTHEAST 114 OF SECTION 34, TOWNSHIP 19 SOUTH, RANGE 30 EAST SEMINOLE COUNTY, FLORIG FLOOD ZONE 99 BEING S 00'14 40" E. AN ASSUMED MERIDIAN. ELEVATIONS DERIVED BY SITE BENCH MARKS SUPPLIED BY THE PLATTING SURVEYOR. L E G E N D R= RADIUS 0 L= ARC DISTANCE e= CENTRAL ANGLE A/C = AIR CONDITIONER SLAB N CENTERLINE 8z L.M.E. =LAKEGMAINTENANCE EASEMENT P U.E. = UTILITY EASEMENT P F,F. - FINISH FLOOR C FHYD = FIRE HYDRANT L. W.M. = WATER METER - W.V. = WATER VALVE PI IU1UAILJ C HUN ROD SET WITH NUMBER .8. 5610 CAP IRCjUSIN, UNLESS OTHERWISE NOTED . I = SETNNAIILD �ANED SC L.B. 5610 POINT TURE = POINTDOFCURVCOMPOUND CURVATURE _ POINT OINT [IFREVERSEV. = CABLE TV LIGHT POLE POINTCOF TTRIC ANGE RVICCY ?9� = EXISTING ELEVATION SCALE: V = 30' I I I LOT 98 ROD & CAP S 89'47'18" E RADIAL L.8 68 Z ----_ 5'D.E. 5' SETBACK_ N�1 O A/C PA0 ]2^ 21. CJ1 58.1 _ - - - 31.0' N -------- I LOT 97 P TKO STORY RESIDENCE I � I/ 5f3 F.F. £L. 35.85' M TRA c T 0 � 34.4 :r GAR, 'L. E 16' I ^ 2.0 a � N o 0 o i LOCATION SKETCH (NOT TO SCALE) ❑:j— I 31 33.70co �I v N Y5' 37.73' " N&D L.B. 5610 EL.33`' 26.4 O r�^ ffi I 34.7 C vi D 2.0 rn u— J OD 31\ IO' 57.6' 4 — 3 N&D N&D L.B. 5610 ICLrn _ _ _ _ - - - - �� - ----5' SETBAG� — __� 5•D.E. _ U, + 136.85 33.94 EL. 33.52' I � 25• ROD $CAP L.B. 68 p 3p,36" W (RADIAL • 34.9 C134.8 i 1 8 34.7 d=9'42'05" ` L 0 T 96 R=325.00' \ \ L=55.03' CHORD BEARING=SO4'38'21 "E �\ CHORD=54.96 LEGAL DESCRIPTION. Lot 97, Kay's Landing, Phase 2, according to the Plat thereof, as recorded in Plat Book 69, at Page 43-44, of the Public Records, Seminole County, Florida. NOTES: rq-) 1, UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A -FLORIDA LICENSED SURVEYOR AND MAPPER THIS J. PLAT AND RECORDED DIMENSIONS ARE THE SAME DRAWING, SKETCH, PLAT OR MAP /S FOR INFORMATIONAL AS MEASURED UNLESS OTHERWISE NOTE C— PURPOSES ONLY AND IS NOT VALID, ADDITIONS OR DELETIONS 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED BYD. LA TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING 181 GROUP, INC. FOR EASEMENTS AND OR RIGHTS - �— PARTY PARTIES IS PROHIBITED WITHOUT WRITTEN WAY OF RECORD. CONSENTT OF THE SIGNING PARTY OR PARTIES 5. LOCA770A1.1) Afi'L" LIMITED TO 14SIBLE IMPROVEMENTS ONLY. U 2. TIES ARE TO THE ABOVE GROUND FOUNDATION OF BUILDING 6. P,7;7 SU.RV Y DOES NOT REFLECT OR DETERMINE OWNERSHIP, 7.1-7HlS'SURV£Y EiX DS `7HE. MIN/MUM CLOSURE ACCURACY FO O REVISIONS: DATE: BY: - A'SUBURSAN SURVEY; AS REQUIRED /N 61G17-6,003 8) 104 /AN IMUM 1EGHlIFAL STANDARDS a Z PLOT PLAN 3/19/07 JAM`. FOUNDATION 6/28/07 JAM / l :�j' f1 FINAL 9/27/07 JAM 1 w;+ �OIJ W. _HERR P.L.S.~ PROFESSIONAL;SLIRVEI' and .,*PER #4907 STATE OF FLORIDA DATE OF-.U17VEY.• DRAWN FIELD \CHECKED 9/16/6,r I BY AM" BY RWH BOOK 721134 Permit # fob Address: �.0 r yr ae�r�rVtta�'r ettla'lAl ACCLtt.A1lV1V Date: Description of Work: l ►'X,3+o Al IU e-1 Historic District: Zoning: -Ni t Total Square Faatnve of Work: S `, .R, coo . Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Aechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Dccupancy Type: Residential _— Commercial Addition/Alteration Change of Service Temporary Pole Replacement New _X (Duct Layout & Energy Calc_ Required) # of Water & Sewer Lines # of Gas Lines Industrial Plumbing Repair - Residential or Commercial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FENIA form required ) :)wmers Name & Address: Y�(t Phone: contractor Name & Address: Robert j L y 1 hit State License Number: �Robert� 0. Dello RUSSC% 'hone & Fax: j 1 Person: W.,ijO 3.2 4 48 14 D -1 ' S j j -3 Fill y 3onding Company: kddress: Kortgage Lender: \ddress: t ,rehitect/Eagincer: Phone: \ddress: Fax: \pptication 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 ssuanec of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand tfiat a separate Permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and 1IR CONDITIONERS, etc. )WNER'S AFFIDAVIT:I certify that all ofthe foregoing information is accurate and that. all work will be done Inplian4e with all applicable laws regulating construction and zoning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENC MENT AY RESULT IN YOUR PAYING -WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CON LT W H YOUR ENDER OR AN \TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. dOTICE: in addition to the requirements of this permit, there may be additional restrzuiremen i cable to pI tr may be ound in the public r, cq of his county, and there may be additional permits required from other governmental enas water ann t districts, a agencies, or fete , agencies_ \cceptance of permit is verification that I will notify the owner of the property of the f FI Pen Law, FS 7 3. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID rPPROVALS: ZONING: UTIL: FD: pecial Conditions: :ev 03/2006 Contractor/Agent Date Pri Contrac r/A en N e d �_ Signature of Notary -State of Florida Date ContractodAgent is _Personally Known to Me or _ Produced ID ENG: BLDG: =�,O RINDA C. TURNER h6MISSION # DD 667937lI?ES: dune 14 2011hru Notary Public Underwriters U / —/ /li`t E N GLE IBI GR 0 OP, Inc. AUTHORIZATION #LB5610 ENGINEERS SURVEYORS PLANNERS LANDSCAPE ARCHITECTS ENVIRONMENTAL CONSULTANTS 2200 PARK CENTRAL BLVD. N., SUITE 100 2603 MAITLAND CENTER PARKWAY, SUITE C POMPANO BEACH, FLORIDA, 33064 MAITLAND, FLORIDA, 32751 (954) 974-2200 (407) 660-2120 KAY' S LANDING PHASE 2 NATIONAL FLOOD INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE COMMUNITY NUMBER 120294 NORTHEAST 114 OF SECTION 34, TOWNSHIP 19 PANEL NUMBER 12117CO040E SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLOR2 MAP REVISION 0511711995 BEING S 0074'40" E, AN ASSUMED MERIDIAN. FLOOD ZONE X ELEVATIONS DERIVED BY S17E BENCH MARKS SUPPLIED BY 77-IE PLATTING SURVEYOR. LEGEND: US 0 L= ARCI DISTANCE A= CENTRAL ANGLE L A/C = AIR CONDITIONER SLAB N CENTERLINE P E.= DRAINAGE EASEMENT P L.M.E. = LAKE MAINTENANCE EASEMENT P U.E. UTILITY EASEMENT P F.F. FINISH FLOOR C FHYD. = FIRE HYDRANT L W.M. = WATER METER E W,V. = WATER VALVE P = LII;LNStU BUSINESS I = SET NAIL AND DISC L.B. 5610 POINT OF CURVATURE POINT OF COMPOUND CURVATURE " = POINT OF INTERSECTION = POINT OF REVERSE CURVATURE V. - CABLE TV = LIGHT POLE C. = ELECTRIC SERVICE = POINT OF TANGENCY 50 = EXISTING ELEVATION LOT 98 SCALE: I" = 30' S 89-47'18" .E (RADIAL) 137 5.82 1 5' D.E. 1 CP ^ rr 58.1' ---- 31.0' �' k O7------------- -P I TRACT 0 m I 57.6' _--- _ — — — — — 5 D.E. LEGAL DESCRIPTION. LOT 97 FOUNDATION LOT 96 2.0 a LOCATION SKETCH (NOT TO SCALE) U� M 3I v �N N co:� N � 1 N 26.4' T4 i.83 'v rn 16.0' —25.6' iW I J O �v ICn 136.85 Cl: 1 6=9'42'05" R=325.00' L=55.03' CHORD BE) RING=SO4'38'21 "E CHORD=54.96 IBI GROUP 25' NhD L.B. 5610 EL. 33.36' G Z7 � � Z ~I Z N&D L.B. 5610 £L. 33.52' 25' Lot 97, Kay's Landing, Phase 2, according to the Plat thereof, as recorded in Plat Book 69, at Page 43-44, of the Public Records, Seminole County, Florida. NOTES: I. UNLESS I BEARS THE SIGNATURE AND THE ORIGINAL RAISED J. PLAT AND RECORDED DIMENSIONS ARE THE SAME SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS AS MEASURED UNLESS 07HERMSE NOTED. DRAWING, SKETCH, PLAT OR MAP /S FOR INFORMATIONAL 4. LANDS SHOWN HEREON WE'RE NOT ABSTRACTED BY PURPOSES ONLY AND IS NOT VALID. ADDITIONS OR DELETIONS IBI GROUP, INC. FOR EASEMFN1 S, ,A,Nn� OR RIGHTS — TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING OF —WAY OF RECORD. . f r PARTY OR PARTIES /S PROHIBITED WITHOUT WRITTEN 5. LOCATIONS ARE LIMITED TO VI518L'E 2drROV€NENTS ONLY. CONSENT OF THE SIGNING PARTY OR PARTIES :r 2. TIES ARE TO THE ABOVE GROUND FOUNDATION OF BUILDING, 6. THIS SURVEY DOES NO7 'R. Er£CT Ol7 DE iERMG'�E OWNERSHIP. 7. 774/S SURVEY E.Z EEDS 1N,E'_+ 1N%AIUM�'^L_'CSU eL� ACCURACY FOR A SUBURAAN SURVP7 AS REOU/RED, 7N Fi7G17-6.003 REVISIONS: DATE: BY: OF F IDA MVVIMUM 7ECh7 L .5TAN0A'ROS. PLOT PLAN 3/19/07 JAM Q0 C— c— f- W W a1 zo, FOUNDATION 6/28/07 JAM �.;. GNA HE RR'. P_L:S. ~ PROFESSIONAL SURVEYO. a"d MAPPER #490> `STiiTE OF FLORIDA DATE OF SURVEY' DRAWN rNF.f�Ka : �I�LB 721 04 6/27/07 BY JAM , � PBY RWH BOOK Permit # : CJ I — 1 '`'1 J J Job Address: J Q. Description of Work: Historic District: Zoning: - 21706013 /_a1+o° ENGLE HOMES 97 KAYS LANDING CITY OF SANFORD PERMIT APPLICATION 513 ICAYS LANDING DR SANTA BARB 11 07-1799 n Date: Value of Work' Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole�)j Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage3W U Construction Type: # of Stories: Q_ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: F �j Ga L_ E_ H C t )C ; . Phone: Bonding Company: _ Address: Mortgage Lender: _ Address: Architect/Engineer: Phone: Address: Fax: WEACK { 3--M( I 694n,-270b 4-W 3 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 ofthis permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner ofthe property ofthe requirements of Flggida,YZen Law, FS 713. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Date P�fn ontraetnor/Age`ntlss Na Signature of Notary -State of Florida Date ;o ar w�^ Notary Public State of Florida Contractor/Agent is ,P,erso at 0 w�to Pamela S Temus P y`�ommission DD437139 Produced ID a E*ifes 08/07/2009 Zoning: Utilities: (Initial & Date) (Initial & Date) (Initial & Date) � �C� CITY OF SANFORD PERMIT APPLICATION p I Application #: � ^1 ' I � I Submittal Date: Job Address: S j 3 �L G` 1 Lc_,x t — L4+ 91 Value of Work: $ (o () Parcel ID' Zoning: Historic District: Description of Work: 1 1�- �,�` Square Footage: ................................................................................................. 0...................... Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing- Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential O Replacement ❑ New 0 (Duct Layout & Energy Calc. Required) pE Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines' Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) ..................... .......... ........................... .......................... A0VANTAGE•Pt.{JMBtNG;1RIC...... 1 \ _ Property Owner: n� Contractor: P 0 BOX 1117 r-� C4 i-'t'�' 772 Address: Address: (407) 323 7515 1117 Phone: E-mail: Phone: State License Number: C r Bonding Company: Mortgage Lender: Address: Address: Architect/Engineer: Address: Plan Review Contact Person: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR DOROVEMENTS 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 Floridan Law, FS 7I3. 6 3 0` Signature of Owner/Agent Date Signature Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name CL Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date MARTHA Y. HALL Notary Public, State of Florida My comm, exp. Feb. 1, 2008 Comm. No. OD 258139 Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Produced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 UTIL: FD: ENG: BLDG: COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 107-75039 BUILDING PERMIT NUMBER,: % (CITY) UNIT ADDRESS r _,�'i � t `7 ..7� TRAFFIC. ZONE: �ISDICTION: d SEC: ��t TWP ! / R N G SUBDIVISION: 1, '.'(" (f< ,Z PLAT BOOK: E PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NA ADDRESS: DATE: �./ / A. 7 COUNTY NUMBER: i CITY OF SANFORD PARCEL: TRACT: _ V BLOCK : L 0 T LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPF TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS i -7 ROADS ARTERIALS CO -WIDE 0 dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH 0 dwl. unit $ 000.00 1 $ 000.00 LIBRARY CO -WIDE 0 dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE 0 dwl unit 01,384.00 1 t 1,384.00 AMOUNT DUE * 2,143.00 STATEMENT r i RECEIVED BY + v" SIGNATURE: (PLEASE PRINT NAME) ff / DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE, **** DISTRIBUTION: 1--COUNTY :3-CITY 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL' IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. 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 ISSUA.NCE.OF,A*** *******************SINGLE FAMILY BUILDING PERMIT******************** veSl Summary m Job: SANTA BARBARA OFFICE Project ma ry Date: 8/15/03 (rvsd) Entire House By: VT Del -Air Heating, A/C, and Refrigeration, Inc. �b414n Infiormatiion Weather: Orlando, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary 38 °F 70 of 32 °F Structure 48445 Btuh Ducts 4845 Btuh Central vent (63 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 53290 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft') 3001 3001 Volume (ft') 27796 27796 Air changes/hour 0.28 0.15 Equiv. AVF (cfm) 130 69 Heating Equipment Summary Make n/a Trade n/a Model n/a Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Summer Design Conditions Outside db 93 'F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 44 gr/Ib Sensible Cooling Equipment Load Sizing Structure 49946 Btuh Ducts 4995 Btuh Central vent (63 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data yy 1.00 Rate/swing multiplier Equipment sensible load 54940 Btuh Latent Cooling Equipment Load Sizing Structure 3855 Btuh Ducts 3167 Btuh Central vent (63 cfm) 0 Btuh Equipment latent load 7022 Btuh Equipment total load 61962 Btuh Req. total capacity at 0.80 SHR 5.7 ton Cooling Equipment Summary n/a 0 Btuh 0 Btut �AP ID fro 000fm /Btu "0 000i . ISN Bold/italic values have been manually, r� d 0� I Printout certified by ACCA to meet all requirer� nual J 8th Ed. Make n/a Trade n/a Cond n/a Coil n/a n/a Efficiency Sensible cooling 0 Btuh Latent cooling 0 °F Total cooling 0 cfm Actual air flow 0.000 cfm/Btuh Air flow factor 0.00 n/a in H2O Static pre su Load eibl ; t f V.V " 1 t'ItSC*ft Right -Suite Residential 6.0.101 RSR20596 2007-Jun-07 16:51:58 E:\Files\ENGLE2002\Lot97KLSantaBarbara\Lot97KLSantaBarbara.rrp Calc = MJ8 Orientation = SW Page 1 Load Multizone SummaryReport Job: SANTABARBARA p Date: 8115/03 (rvsd) By: VT Del -Air Heating, A/C, and Refrigeration, Inc. Heating Cooling ZONE NAME Volume ACH AVF HTM Volume ACH AVF HTM ft3 cfm Btuh/ft2 ft3 cfm Btuh/ft2 ZONE 1 15501 0.26 67 1.6 15501 0.14 36 0.5 ZONE 2 12296 0.31 63 1.6 12296 0.16 34 0.5 Entire House 27796 0.28 130 1.4 1 27796 0.15 69 0.5 ROOM NAME Area ft2 Htg load Btuh Clg load Btuh Htg AVF cfm Clg AVF cfm LIVING 208 37834 3784 237 152 DINING/FOYER 252 37834 4828 249 194 LAUNDRY 128 37834 1396 82 56 KITCHEN 196 37834 2034 99 82 FAMILY 484 37834 14502 352 584 LIBRARY/BDRM5 195 37834 1790 98 72 CABANA/BATH3 54 37834 999 78 40 NOOK 132 37834 5443 206 219 ZONE 1 1649 37834 34774 1400 1400 BDRM2 234 17669 3261 178 162 OPEN TO FOYER 91 17669 1053 50 52 BDRM4 221 17669 3189 170 158 MSTR BATH/WIC 300 17669 3619 241 179 MSTR BDRM 360 17669 5233 176 259 BATH2 78 17669 846 37 42 BDRM3 234 17669 2965 148 147 ZONE 2 1518 17669 20166 1000 1000 Entire House 3167 53290 54940 2400 2400 Jh•1� y,(f Right -Suite Residential6.0.101 RSR20596 2007-Jun-0716:51:58 } E.\Files\ENGLE2002\Lot97KLSantaBarbara\Lot97KLSantaBarbara.rrp Calc = MJ8 Orientation = SW Page 1 AED Assessment Entire House Del -Air Heating, A/C, and Refrigeration, Inc. For: ENGLE HOMES LOT 97 KAY'S LANDING Job: SANTA BARBARA Date: 8/15/03 (rvsd) By: VT Location: Indoor: Heating Cooling Orlando, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (°F) 32 18 Latitude: 28'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.1 43.6 Dry bulb (OF) 38 93 Infiltration: Daily range (OF) - 17 ( M ) Wet bulb (OF) - 76 Wind speed (mph) 15.0 7.5 Hourly Glazing Load Hour of Day / Hour!/ O� Average / AED Ilmlt Maximum hourly glazing load exceeds average by 51.3%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 6590 Btuh (PFG - 1.3*AFG) Bold/italic values have been manually overridden !�htsit Right -Suite Residential 6.0.101 RSR20596 2007-Jun-07 16:51:58 E:\Files\ENGLE2002\Lot97KLSantaBarbara\Lot97KLSantaBarbara.rrp Calc = MJ8 Orientation = SW Page 1 + Right-1 Worksheet Job: SANTA BARBARA Date: 8/15/03 (rvsd) Entire House By: VT Del -Air Heating, A/C, and Refrigeration, Inc. 1 2 3 Room name Exposed wall Ceding height Entire House 363.0 ft 8.8 ft ZONE 1 189.0 ft 9.4 ft 4 5 Room dimensions Room area 3167.0 ft' 1649.0 ft' Ty Construction number U-value (Btuh/ft? °F) Or HTM (Btuhlft') Area (ft') or perimeter (ft) Load (Btuh) Area (W) or perimeter (ft) Load (Btuh). Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6, W. 1213-0bw 0.097 a 3.10 1.69 405 336 1043 567 0 0 0 0 ,A-clom 1.270 e 40.64 88.26 9 1 366 794 0 0 0 0 1A-clom 1270 a 4064 7075 60 7 2438 4245 0 0 0. 0 13A 1ocb 0 148 5 4 714 2196 " '338 296 1402 876 338 296 1402 . 876: 1Atom 1 270 5 I 40 64 M93 6 6 244 198 6 6 244 ' 198 1_27,0. � ass , .40 64a 35 .: F36., .: _.0.....38...0..J483. 128-0bw 0.097 s 3.10 1.69 308 287 892 485 0 0 0 0 1A-clom 1.270 s 40.64 32.93 5 5 189 153 0 0 0 0 1A-c1om 13A46cb 1 270 0 148 s w 40.64 4 74 32.93 2�96461 16 16 t 271 650 r 1283 527 802 0 461 0 271 0 1283 0 802' 10A m4 1 670 w� 53 44 26 38 20 20 1069 528 20 20 1069 528 1A c1om 1 270 w 40 64 75'95 36 , 0 1463 2734 �36 0 1463 2734 1"A c�1 omd 1 270 w 4Q 64 34'.01 F,; 64 ` {62 2601 2176� 64 62 2601 2176 tA;elomd 1 270, : w £ -4064 34.01 64 62 2601 ?Y2176 ` 64 `.._.,.. 62 2601 ' 2176i 1A-e1om ' `. 1.27U ' W �. 40.64 32i93. �.. ., 6 ,� .. 6 . _�� . 244. _,... ,198 _.6 ..,�6 -;i,.,... 244 198= 1213-0bw 0.097 w 3.10 1.69 397 315 978 532 0 0 0 0 1A-clom 1.270 w 40.64 69.45 16 2 650 1111 0 0 0 0 1A-clom 1.270 w 40.64 70.75 60 7 2438 4245 0 0 0 0 1A-clom 1.270 w 4064 6729 6 1 244 404 0 0 0, 0 12B-0bw 0 097 `' a 3 10 1:07 272 254788 2714 2 2 7 254 788 ' 271 11A0,a. 0.470 :Isw.. ° 15.04. 14:66 z 18 , ... 18 .,271 264 �, :. -18 ; ..,, 18 264' 166-30ad 0.032 1.02 1.7,5 1646 1646 1686 2881„ 128 128 131„ 224, , a232 ' 232b .` 238 ,a ,406 .. !r 0 1.:0 _ :...„ 0! s -. •?•0+ 1 Asa Azar nnn 1rAQ 1R9 R913 0 1649 189 8213 0 6 c) AED excursion 65901 1 6033 Envelope loss/gain 43897 44105 31250 26896 12 a) Infiltration 3980 1371 2348 707 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 9 2070 7 1610 Appliances @ 1200 2 2400 2 2400 Subtotal (lines 6 to 13) 48445 49946 33598 31613 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 48445 49946 33598 31613 151 Duct loads 1 10% 10%1 4845 4995 10% 10% 33601 3161 Total room load 53290 54940 36957 34774 Air required (cfm) 2400 2400 1400 1400 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ^�= �rvr�:gh k c3Ft Right -Suite Residential6.0.101 RSR20596 2007-Jun-0716:51:56 E:\Files\ENGLE2002\Lot97KLSantaBarbara\Lot97KLSantaBarbara.rrp Calc = MJ8 Orientation = SW Page 1 1yl#i3#' Right-J Worksheet Job: SANTA BARBARA Entire House Date: 8/15/03 (rvsd) By: VT Del -Air Heating, A/C, and Refrigeration, Inc. 61 c)AED excursion 1 557 Envelope loss/gain 12647 17210 12 a) Infiltration 2201 663 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 2 460 Appliances @ 1200 0 0 Subtotal (lines 6 to 13) 14848 18333 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 14848 18333 15 Duct loads 1 10% 10%1 1485 1833 Total room load I I 1 16333 20166 Air required (cfm) 1000 1000 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr ;tg h yeti eft Right -Suite Residential 6.0.101 RSR20596 2007-Jun-07 16:51:58 +'' E:\Files\ENGLE2002\Lot97KLSantaBarbara\Lot97KLSantaBarbara.rrp Calc = MJ8 Orientation = SW Page 2 Project Summary Job: SANTA BARBARA 1 - l Date: 8115/03 (rvsd) ZONE 1 By: VT Del -Air Heating, A/C, and Refrigeration, Inc. �, Prdiect:Jnformation �.,_ For: ENGLE HOMES LOT 97 KAY'S LANDING Notes: 5-30-07 BY EJH Weather: Orlando, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 44 gr/Ib Heating Summary Structure 33598 Btuh Ducts 3360 Btuh Central vent (25 cfm) 877 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 37834 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1603 1603 Volume (W) 15501 15501 Air changes/hour 0.26 0.14 Equiv. AVF (cfm) 67 36 Heating Equipment Summary Make LENNOX Trade . MERIT 13 13HPX R410A HP Model 13HPX-042 Efficiency 8.5 HSPF Heating input Heating output 0 Btuh @ 47°F Temperature rise 0 OF Actual air flow 1400 cfm Air flow factor 0.038 cfm/Btuh Static pressure 0.30 in H2O Space thermostat Bold/italic values have been Printout certified by ACCA to meet all Sensible Cooling Equipment Load Sizing Structure 31613 Btuh Ducts 3161 Btuh Central vent (25 cfm) 493 Btuh Blower 0 Btuh Use manufacturer's data yy Rate/swing multiplier 1.00 Equipment sensible load 35267 Btuh Latent Cooling Equipment Load Sizing Structure 2460 Btuh Ducts 1864 Btuh Central vent (25 cfm) 739 Btuh Equipment latent load 5063 Btuh Equipment total load 40331 Btuh Req. total capacity at 0.80 SHR 3.7 ton Cooling Equipment Summary Make LENNOX Trade MERIT 13 13HPX R410A HP Cond 13HPX-042 Coil CBX32MV-048 Efficiency 14 EER Sensible cooling 33200 Btuh Latent cooling 8300 Btuh Total cooling 41500 Btuh Actual air flow 1400 cfm Air flow factor 0.040 cfmh Static pressure 0. n is, VA W Load sensible heat r do 'k L roan FNeedden 0%ual Ah E,d N� ORD equige nGs o NlJ1 lC�� 1tSf_?ft Right -Suite Residential 6.0.101 RSR20596 } 1 i E:\Files\ENGLE2002\Lot97KLSantaBarbara\Lot97KLSantaBarbara.frp Calc = i t io - Sw 2007-Jun-07 16:51 :58 Page 2 Duct System Summary Job: SANTA BARBARA Y Date: 8/15/03 (rvsd) ZONE 1 By: VT Del -Air Heating, A/C, and Refrigeration, Inc. For: ENGLE HOMES LOT 97 KAY'S LANDING External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.12 / 0.12 in H2O 0.400 in/100ft 1400 cfm 60 ft Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.12 / 0.12 in H2O 0.400 in/100ft 1400 cfm Name Design (Btuh) Htg (cfm) Clg (cfm) Design FIR Diam (in) Rect Size (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk LIVING h 6252 237 152 0.400 8 Ox 0 VIFx 60.0 0.0 2 DINING/FOYER h 6569 249 194 1.714 9 Ox 0 VIFx 14.0 0.0 LAUNDRY h 2161 82 56 3.429 5 Ox 0 VIFx 7.0 0.0 KITCHEN h 2619 99 82 2.000 6 Ox 0 VIFx 12.0 0.0 FAMILY -A c 7251 176 292 0.857 9 Ox 0 VIFx 28.0 0.0 1 FAMILY c 7251 176 292 0.615 9 Ox 0 VIFx 39.0 0.0 1 LIBRARY/BDRM5 h 2582 98 72 0.444 6 Ox 0 VIFx 54.0 0.0 2 CABANA/BATH3 h 2048 78 40 0.421 5 Ox 0 VIFx 57.0 0.0 2 NOOK c 5443 206 219 1.043 8 Ox 0 VIFx 23.0 0.0 ��' r SupplyyyyyTrunkDetallTablee �110 yq mM...._ Trunk Htg Clg Design Veloc Diam Rect Duct Duct Name Type (cfm) (cfm) FIR (fpm) (in) Size (in) Material Trunk 2 Peak AVF 412 265 0.400 525 12 0 x 0 VinlFlx 1 Peak AVF 352 584 0.615 546 14 0 x 0 VinlFlx .. Wr1C htS.oft-, . Right -Suite Residential RSR2Q596 2007-Jun-0716:51:36 I; E:\Files\ENGLE2002\Lot97KLSantaBarbara\Lot97KLSantaBarbara.rrp Calc = MJ8 Orientation = SW Page 1 AED Assessment Job: SANTA BARBARA Date: 8/15103 (rvsd) ZONE 1 By: VT Del -Air Heating, A/C, and Refrigeration, Inc. ���sr rPro ec#Inforlr`atron ,� ,.. V� For: ENGLE HOMES LOT 97 KAY'S LANDING Location: Orlando, FL, US Elevation: 105 ft Latitude: 28'N Outdoor: Heating Cooling Dry bulb ('F) 38 93 Daily range (°F) - 17 (M Wet bulb (°F) - 76 Wind speed (mph) 15.0 7.5 Indoor: Heating Indoor temperature (°F) 70 Design TD (T) 32 Relative humidity (%) 30 Moisture difference (gr/lb) 5.7 Infiltration: Hourly Glazing Load Hour of Day / Hwry .4 Average / AED Amft Maximum hourly glazing load exceeds average by 60.4%. Cooling 75 18 50 43.6 Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 6033 Btuh (PFG - 1.3*AFG) Bold/italic values have been manually overridden w_100, hts4oft Right -Suite Residential 6.0.101 RSR20596 2007-Jun-07 16:51:58 E:\Files\ENGLE2002\Lot97KLSantaBarbara\Lot97KLSantaBarbara.rirp Calc = MJ8 Orientation = SW Page 2 ARBARA heft` RI ht-J Worksheet Job: SANTA B 9 Date: 8/15/03 (rvsd)sd) ZONE 1 By: VT Del -Air Heating, A/C, and Refrigeration, Inc. 1 Room name ZONE 1 189.0 ft LIVING 33.0 ft 2 3 Exposed wall Ceiling height 9.4 ft 9.4 ft heat/cool 4 Room dimensions 1649.0 ft' 13.0 x 16.0 ft 208.0 ft' 5 Room area Ty Construction number U-value (Btuh/ft' °F) Or HTM (Btuh/ft') Area (ft') or perimeter (ft) Load (Btuh) Area (ft') or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross I N/P/S Heat I Cool 6 W 12B-0bw 0.097 a 3.10 1.69 0 0 0 0 0 0 0 0 0 0 ,A-clom 1.270 e 40.64 94.91 0 0 0 0 0 0 0 0 0 0 0 1A clom 13 A 1.270 0 148 a 40 64 4R74 75.95 2,96 0 338 0 296 1402 876 s 28 28 133 8, 4ocb 1A glom a 1 270 s 3635 6 6 244 198 a0 0 Oa 1°A Glom _ :„ r �. K.�a - 1:27,0: < s,3635 ... �.:. 36, ..�.• , x0, �.'. r 1463 :.1309 0 �zx; ., a0 0 :.-„z A..O 0 .1. .....0 0 0 1213-0bw 0.097 s 3.10 1.69 0 0 0 0 0 0 0 0 0 0 ,A-clom 1.270 s 40.64 36.35 0 0 0 0 0 0 0 0 1A-clom 1270 0 148 s 4064 4s 74¢2 36.35 96 0 461 271 1283 802 D 0 0x 0 13Aocb w ?0 �0 1A clom 1 270 ,w 4Q 64 7595 36 1463 2734 �2176 00 1"A'clomd far 1 270 w 4Q 64t 75�.95 64 62 -2601 0 0 0. 0: 1Ae1omd 1 270 <`w 4064 75'.95 64 62 2601 t' , 2176 0, „ 0 s 0 0 e1 om..:�..�.�-_ 1':270 =�-w_. ,_-'40.64 .�J595 . 6 . , .:'. :6 . 244 -'_,. _.198, ..y .. �0' �..� 0: .1A 12B-0bw 0.097 w 3.10 1.69 0 0 0 0 0 0 0 0 0 0 0 0 1A-c1om 1.270 w 40.64 75.95 0 0 0 0 0 0 0 0 1A-clom 1.270 w 40.64 75.95 0 0 0 0 0 0 0 0 0 1A-clom 12B 0bw ", 1.270 0 097 w 40.64 3 10 75.95 1,07 0 272 0 254 0 `788 271 0 0 : 1.1 A030ad sw 11 27 , 168 L66'=30ad_. ' 0.032 -. 0.032, ` � 1.02 1`02 75 1 i75 ...._, 128 �° .,... .128 ,. . ..130 .. 0 ... 0 ....,.. _ 0 ;,, al)' �... , ua - aAaa nno 1FAc) 189 8213 0,.. 208.,... 33 1434 0, 6 c) AED excursion 6033 -277 Envelope loss/gain 31250 26896 5200 3294 12 a) Infiltration 2348 707 4 0 1466 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 7 1610 0 0 0 Appliances @ 1200 2 1 240010 Subtotal (lines 6 to 13) 33598 31613 5684 3440 Less external load 0 0 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 33598 31613 5684 3440 14 15 Subtotal Duct loads 1 10% 10% 3360 3161 10% 10% 568 344 Total room load 36957 1400 34774 1400 6252 237 3784 152 Air required (cfm) Printout certified by ACCA to meet all requirements of Manual J 8th Ed._ Right-Suite Residential 6.0.101 RSR20596 2007-Jun-07 16:51:58 E:\Files\ENGLE2002\Lot97KLSantaBarbara\Lot97KLSantaBarbara.rrp Calc = MJ8 Orientation = SW Page 3 wrthtsqfr Right-1 Worksheet ZONE 1 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 8/15/03 (rvsd) By: VT 1 Room name DINING/FOYER LAUNDRY 2 Exposed wall 31.0 ft 19.0 ft 3 Ceiling height 9.4 ft heat/cool 9.4 ft heat/cool 4 Room dimensions 18.0 x 14.0 ft 16.0 x 8.0 ft 5 Room area 252.0 ft' 128.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (W) Load number (Btuh/W °F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool R ;y%, :a . "13Adnch;- .-.` .-• .. '0"1'4R. is n ,.. '4 74 ;a q6 a , -tt t?8� . 28e ., a ,133. si'83 .� 0 ." ..�..0 ' .. .,<.o >. IMLY 126-0bw 0.097 a 3.10 1.69 0 0 0 0 0 0 0 0 Mclom 1.270 e 40.64 94.91 0 0 0 0 0 0 0 0 1A-c1 om 1 270 e 40.64 75.95 0 0 0 0 0 0 0 0 13A 4ocb,0 148 s 4 74 2 96 0 x 0 0 0 75 69 327' 204 1A clom 1 270 s s q 40 64 36:35 0 0 0 0 6- 6. 244 w 19$ 1Ae10m `r;_' 1.270 r. s ,..40.64. �,3635 f �,.._ 0,_ a0 �" <`.,A. .0,_, ,.� ..0 .0 12B-0bw 0.097 s 3.10 1.69 0 0 0 0 0 0 0 0 1A-clom 1.270 s 40.64 36.35 0 0 0 0 0 0 0 0 IAA-com 111.2701 w 40.641 75.951 01 01 01 01 01 01 01 01 6 c) AED excursion 1 -354 -102 Envelope loss/gain 5635 4057 1847 633 12 a) Infiltration 337 102 117 35 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances @ 1200 0 0 1 600 Subtotal (lines 6 to 13) 1 5972 4389 1 1964 1269 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5972 4389 1964 1269 15 Duct loads 1 10% 10% 597 439 10% 10% 196 127 Total room load 65691 4828 2161 1396 Air required (cfm) 2491 194 82 56 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. =' N~"C;)Mt1547,0'F5 Right -Suite Residential 6.0.101 RSR20596 2007-Jun-0716:51:58 E:1FilesIENGLE20021Lot97KLSantaBarbaratLot97KLSantaBarbara.rrp Calc = MJ8 Orientation = SW Page 4 rhlft Right-J Worksheet Job: SANTA BARBARA "`` "' ZONE 1 Date: 8115/03 (rvsd) By: VT Del -Air Heating, A/C, and Refrigeration, Inc. 1 Room name KITCHEN FAMILY 2 3 Exposed wall Ceiling height 24.0 ft 9.4 ft heat/cool 28.0 ft 9.4 ft heat/cool 4 Room dimensions 14.0 x 14.0 ft 22.0 x 22.0 ft 5 Room area 196.0 ft' 484.0 ft' Ty Construction number U-value (Btuh/ft?'F) Or HTM (Btuh/ft') Area (ft') or perimeter (ft) Load (Btuh) Area (ft') or perimeter (ft) Load (Btuh) Heat Cool Gross I N/P/S Heat I Cool Gross N/P/S Heat Cool Ism 1213-0bw 0.097 a 3.10 1.69 0 0 0 0 0 0 0 0 ,A-clom 1.270 e 40.64 94.91 0 0 0 0 0 0 0 0 1A-c1om 1 270• e 40.64 75.915 0 0 0 13A-4ocb 0 148 , s 4' 74 2 96 , 132 , , 132 625 , 39� 0 � F s 0 0; „ , 0.. 1A1om �1270_ s� 4064 3635 00 x�0i'_ 0 N�z 0 -_ 3 0 0- p- 1A-c1.om. . max§ �..b. e1..270 35..d,_. 0..,. �0.,.�•<���,�_0,-�,Rv,"< 0 . 0 �, _ 0 ., ,.. _.. A: 0? 126-0bw 0.097 s 3.10 1.69 0 0 0 0 0 0 0 0 1A-clom 1.270 s 40.64 36.35 0 0 0 0 0 0 0 0 ,A-c1om 1270 s 4064 3635 0 0 0 0 0 0 0 0 13A 4ocb0 148 Nw4F74 2.96 0 �0�0 0 263115 a 545 340. } a 53:4 s 20 ? 20 & 10690 520' to-c1om 1 270 r w §• 40!64 75 95 0 0 0 0 aT 1A e1omd r 1 270 w 40 64 75 95 0 x 0 0 0 64 62 2601; 2176; 1A clomd 1s 1 270 wz 40,64 Px7595 0 0 0 0 64 622601' 2176' "0 p _. 126-0bw 0.097 w 3.10 1.69 0 0 0 0 0 0 0 0 ,A-clom 1.270 w 40.64 75.95 0 0 0 0 0 0 0 0 1A-clom 1.270 w 40.64 75.95 0 0 0 0 0 0 0 0 1A-c1om 1270 w 40.64 7595 0 0 0 0 0 0 0 0 12B Obw 3' 10 1 07 94 76 236 81 0 0 ' k 0 „q 11At)„ ..,.,' ,..,... ,,.0.470 sw ..15iO4 1466 ..., ` 18 F,,.. <''_,.,18 . 27.1 264 0 , °, 0,.0' . ,. Oi 16B-30ad _.: 0 032 1,02 1.75 0 0 0 0 0 0 0 0 �168=30adF .,..�...0.032 r rN . -Q02,_ t75, n_._... = AO 0 v. ,.�0 . ,_. �a,0, _,'.,. "0 .> ...,, .0.= -. �_0.,. ,..,. .:Oi 22A-tnh 1.3'a - 43.46 0.00 196 24 1043 0 484 281 1217 0 6 c)AED excursion -1491 1 6460 Envelope loss/gain 2175 587 8032 11680 12 a) Infiltration 206 62 411 124 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 6 1380 Appliances @ 1200 1 1200 0 0 Subtotal (lines 6 to 13) 1 2381 1849 8443 13184 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2381 1849 8443 13184 151 Duct loads 1 10% 10% 238 185 10% 10% 844 1318 Total room load 2619 2034 9287 14502 Air required (cfm) 99 82 352 584 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A6♦ni» hY.. c Right -Suite Residential 6.0.101 RSR26596 2007-Jun-07 16:51:58 , E:\Files\ENGLE2002\Lot97KLSantaBarbara\Lot97KLSantaBarbara.rrp Calc = MJ8 Orientation = SW Page 5 Job: SANTA BARBARA `�'�. Right-J Worksheet Date: 8/15/03 (rvsd) ZONE 1 By: VT Del -Air Heating, A/C, and Refrigeration, Inc. 1 2 3 4 5 Room name Exposed wall Ceding height Room dimensions Room area LIBRARY/BDRM5 15.0 ft 9.4 It heat/cool 13.0 x 15.0 ft 195.0 ft' CABANA/BATH3 16.0 It 9.4 It heat/cool 6.0 x 9.0 It 54.0 ft' Ty Construction number U-value (Btuh/ft' °F) Or HTM (Btuh/ft') Area (ft') or perimeter (ft) Load (Btuh) Area (ft') or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12B-0bw 0.097 a 3.10 1.69 0 0 0 0 0 0 0 1A-ctom 1.270 e 40.64 94.91 0 0 0 0 0 0 0 0 1A-cl om 1.270 e 40.64 75.95 0 0 0 0 0 0 0 0 0= 1A c10 270 s f 40 64 36 35 0 0 0 0' 0 0 0 to-clom 1 270- „7s 64, � 36 35 ;� 0... ., "=: 12B-0bw ,- 0.097 "_ s ..,40 3.10 1.69 .. ,> .� 0 0 0 0 0 0 0 0 ,A-clom 1.270 s 40.64 36.35 0 0 0 0 0 0 0 0 1A-clom 1270 s 40.64 36.35 0 0 0 0 0 0 0 0 13A-4ocli - ' 0 148 w 4'74 2u96 0 > 0 0 0 85 79 374 234' 1 OA m 1 670w 53 44 47 30 0 0 0, r 0 0 0. �� 0 Wit), 1 A c:1 om 1 270 w 40 64 75 95 0 0 0 1A ciomdh1 270wg 40,64 7595 0 0 0 0 0 0 0 0,; 1A-clomtl° 1 270w4 40:64, } 7595 0 a 0 1A slorn w 40 64 a75 95 ...max 0 '0 98 12B-0bw 0.097 w 3.10 1.69 0 0 0 0 0 0 0 0 1A-clom 1.270 w 40.64 75.95 0 0 0 0 0 0 0 0 1A-clom 1.270 w 40.64 75.95 0 0 0 0 0 0 0 0 1A-c1om 1270 w 40.64 7595 0 0 0 0 0 0 0 0 26-0bw0 097 s 3310 07 '0 0 t 0 0 ;< 0 0 0.470' "1 0, 4 To. :. 0 0 166-30ad 0 032 1.02 1,75 0 s 0 0 0 0 0 0, 0 16B=30ad...,,., ..,, x 5, .0.032a . -r... .. x 1;02 ,r..< _1.75.., <..<.'...0 ti <..w 0 .. .'': 0... 0 .. 0 .: < > . 0 99G-Min 1 35R - 43 46 n.no 195 15 652 0 54 -_ 16 695. _ .0.. 6 c) AED excursion -1311 1 210 Envelope loss/gain 2127 961 1 1626 837 12 a) Infiltration 220 66 236 71 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 1 1 600 0 0 Subtotal (lines 6 to 13) 2348 1627 1862 908 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2348 1627 1862 908 151 Duct loads 1 10% 10% 235 163 10% 10% 186 91 Total room load I 2582 1790 2048 999 Air required (cfm) 1 1 98 72 78 40 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wnir �r�Mirs €t Right -Suite Residential6.0.101 RSR20596 2007-Jun-07 16:51:58 E:\Files\ENGLE2002\Lot97KLSantaBarbara\Lot97KLSantaBarbara.rrp Calc = MJ8 Orientation = SW Page 6 Job: SANTA BARBARA 77F W'00, ft` Right-J Worksheet Date: 8/15/03 (rvsd) ZONE 1 By. VT Del -Air Heating, A/C, and Refrigeration, Inc. Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite Residential 6.0,101 RSR20596 2007 Jun 07 16;51:58 E.\Files\ENGLE2002\Lot97KLSantaBarbara\Lot97KLSantaBarbara.rrp Calc = MJS Orientation = SW Page 7 Project Summand Job: SANTA BARBARA 1 • y Date: 8/15/03 (rvsd) ZONE 2 By: VT Del -Air Heating, A/C, and Refrigeration, Inc. Duct System SummaryJob: SANTA BARBARA y Date: 8/15/03 (rvsd) ZONE 2 By: VT Del -Air Heating, A/C, and Refrigeration, Inc. For: ENGLE HOMES LOT 97 KAY'S LANDING External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.12 / 0.12 in H2O 0.706 in/100ft 1000 cfm 34 ft Cooling 0.30 in H2O 0.06 in H2O 0..24 in H2O 0.12 / 0.12 in H2O 0.706 in/100ft 1000 cfm c'z a ism 3 a 7�� Paz.ry �, x - z- - �,SupplyrBranchDetaI11 Table,r�r �� r, 4 Name Design (Btuh) Htg (cfm) Clg (cfm) Design FIR Diam (in) Rect Size (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BDRM2 h 2799 171 157 1.000 7 Ox 0 VIFx 24.0 0.0 2 BDRM2-A h 114 7 5 0.889 4 Ox0 VIFx 27.0 0.0 2 OPEN TO FOYER c 1053 50 52 1.091 4 Ox 0 VIFx 22.0 0.0 2 BDRM4 h 2659 163 153 1.000 7 Ox 0 VIFx 24.0 0.0 1 BDRM4-A h 114 7 5 0.923 4 Ox 0 VIFx 26.0 0.0 1 MSTR BATHMIC h 3597 220 165 0.706 8 Ox 0 VIFx 34.0 0.0 1 MSTR BATHMIC-B h 114 7 5 0.727 4 Ox 0 VIFx 33.0 0.0 1 MSTR BATHMIC-C h 114 7 5 0.774 4 Ox 0 VIFx 31.0 0.0 1 MSTR BATHIWIC-A h 114 7 5 0.828 4 Ox 0 VIFx 29.0 0.0 1 MSTR BDRM c 5233 176 259 1 A43 9 Ox 0 VIFx 21.0 0.0 1 BATH2 c 846 37 42 1.043 4 Ox 0 VIFx 23.0 0.0 2 BDRM3 c 2865 141 142 0.889 7 Ox 0 VIFx 27.0 0.0 2 BDRM3-A h 114 7 5 0.828 4 Ox 0 VIFx 29.0 0.0 2 Trunk Htg Cig Design Veloc Diam Rect Duct Duct Name Type (cfm) (cfm) FIR (fpm) (in) Size (in) Material Trunk 1 Peak AVF 1000 1000 0.706 566 18 0 x 0 VinlFlx 2 Peak AVF 413 403 0.828 526 12 0 x 0 VinlFlx 1 .� ti�'V",V.hjti.7tfC Right -Suite Residential 6.0.101 RSR20596 2007-Jun-07 16:51:36 2& E:\Files\ENGLE2002\Lot97KLSantaBarbara\Lot97KLSantaBarbara.rrp Calc = MJ8 Orientation = SW Page 2 AED Assessment Job: SANTA BARBARA Date: 8/15/03 (rvsd) ZONE 2 By: VT Del -Air Heating, A/C, and Refrigeration, Inc. Pr o]ectlnformation _.:�. For: ENGLE HOMES LOT 97 KAY'S LANDING Location: Indoor: Heating Cooling Orlando, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (*F) 32 18 Latitude: 28'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (90b) 5.7 43.6 Dry bulb (°F) 38 93 Infiltration: Daily range (°F) - 17 ( M ) Wet bulb (°F) - 76 Wind speed (mph) 15.0 7.5 Hourly Glazing Load Hour of Day / Hourly .4 Average / AED IMIt Maximum hourly glazing load exceeds average by 35.0%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 557 Btuh (PFG - 1.3*AFG) Boldrtalic values have been manually overridden .,. NlV."Sjjjts�f� Right -Suite Residential6.0.101 RSR20596 2007-Jun-07 16:51:58 r9�Jti E:\Files\ENGLE2002\Lot97KLSantaBarbara\Lot97KLSantaBarbara.rrp Calc = MJB Orientation = SW Page 3 vvr�,,�.sof RI ht-.1 Worksheet Job: SANTA BARBARA '�F 7 g Date: 8115/03 (rvsd) ZONE 2 By: VT Del -Air Heating, A/C, and Refrigeration, Inc. 1 Room name ZONE BDRM2 2 Exposed wall 174.0 ft 8.1 ft 33.0 ft 8.1 ft heat/cool 3 Ceiling height 18.0 x 13.0 ft 4 5 Room dimensions Room area 1518.0 ft' 234.0 ft' Ty Construction number U-value (Btuh/ft' °F) Or HTM (Btuh/ft') Area (ft') or perimeter (ft) Load (Btuh) Area (ft') or perimeter (ft) Load (Btuh) Heat I Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat I Cool 6 W 11 ;`U1J 126-0bw ,A-ctom 0.097 a 3.10 1.69 405 336 1043 567 113 83 258 140 1.270 e 40 64 94.91 9 1 366 794 0 0 ^ 0 ^0 12B-0bw 0.097 s 3.10 1.69 308 287 892 485 0 0 to-clom 1.270 s 40 64 36.35 5 5 189 153 0 0 0 0 12B-0bw 0.097 w 3.10 1.69 397 315 978 532 0 0 0 0 1A-ctom 1.270 w 40.64 75.95 16 2 650 1111 0 0 0 0 0 1A-ctom 1.270 w 40.64 75.95 60 7 2438 4245 0 0 0 0 1 A-c1 om 12B-0bw 1 270 0 097 „ w ' 40 64 E 3' 10 75.95 ' 1 07 6 0 1 0 244, 0 404 0 , 0 0 0 0 0 A 0 11A0 z... ?0.470,,.<sw 15'04 1466 A.a 0 w 0 0 0 0 16B-30ad , 0 032 '» 1.02 1 75 1518 1518, 232 1554 : ' :: 2657 406 234 ari'y- 3fi 234 ' )' 36 „ 240 :: :..37_ 410, 63,, oon ...., ,'; 0:032- 1 IVA . _ ,".1'':02 AAAA ... „1'75 n nn .-...'232. n R .„ 0 .238..�. 0 01 0 0 ._ ..0.. ..;,0, 6 c) AED excursion 557 -156 Envelope loss/gain 12647 17210 2231 2839 12 a) Infiltration 2201 663 417 126 0 b) Room ventilation 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 0 Appliances @ 1200 0 0 0 Subtotal (lines 6 to 13) 1 14848 18333 2648 2965 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 14 Redistribution Subtotal 0 14848 0 18333 2648 2965 15 Duct loads 10% 10% 1485 1833 10% 10% 265 296 Total room load 16333 20166 2913 3261 Air required (cfm) 1000 1000 178 162 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. X~",jjRight-Suite Residential 6.0.101 RSR20596 2007-Jun-07 16:51:58 E:\Files\ENGLE2002\Lot97KLSantaBarbara\Lot97KLSantaBarbara.rrp Calc = MJ8 Orientation = SW Page 8 Y btS 7ft RI ht-J Worksheet Job: SANTA BARBARA g Date: 8/15/03 (rvsd) ZONE 2 By: VT Del -Air Heating, A/C, and Refrigeration, Inc. 1 Room name OPEN TO FOYER BDRM4 30.0 ft 2 3 Exposed wall Cel ing height 7.0 ft 8.1 ft heat/cool 8.1 ft heat/cool 4 Room dimensions 13.0 x 7.0 ft 217.0 x 13.0 ft 221.0 ft 5 Room area 91.0 ft' Ty ction U-value °F) Or HTM (Btuh/ft') Area (ft') or perimeter (ft) Load (Btuh) Area (ft') or perimeter (ft) Load (Btuh) F.brur (Btuhlft' Heat I Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat Cool 6 .W., lure-m 1, 12B-0bw - :. --.,.. 0.097 a ..;1-1- 3.10 ,...,:- 1.69 _,..,..," - 57 .. _. _ 48 _. 149 81 138 108 335 182 1A-clom 1,270 e 40.64 94.91 9 1 366 794 0 0 30 0 4 0 1219 0 2123 1A-c1om 13A 4ocb 1270 0 148 e ;,.s 40.64 4 �74 75.95 2:96 0 0 0 0 0 0 0 0 -, 0 `, 0 1A clom 1 270 ,;s 40 64 36_35 0 0 0 0 ',_ 0 0 0 0.. r 0 0',,a.. 0 A 1Aclom 1.2701's :=4064 -" 36,35 ., �. 0.... 0 0 . ,.0 0 :' 105 105 -� 326 _ 177 12B-0bw 1A clom 0.097 1.270 s s 3.10 40.64 1.69 36.35 0 0 0 0 0 0 0 0 0 0 0 1A-clom 1.270 s 40.64 36.35 0 0 0 0_ 0 0. 0 0 �0 0 0 13A=4ocb 0 148 w 4 74 2,96 0 0 0 0 0. ': 0; 0_ 10Anq 1670 ',w47:30 0 - 0 0 = 0 0 0 0 0 1A clom 1 270 w£- 4064 75 95 0 0 0 0 0 0 1A clomd 1 270 uw 'w a4064 . " 75;95 0 `,- 0 0 0 0 ^.: 0 0 0 0 '=' F 0 0 : 0 , 0'; 1A;clomd "' 16270 4064 75,95 75F95,..0 0 °: 0 V 0 '� 0 '_��M- 0 '_ - �, ._A u.� 0.. 0 1A c1om.�... 12B-0bw ��.�1.270_w 0.097 w <c40tfi4 3'10 1.69 0 0 .- 0 . 0 0 0 0 0 ,A-clom 1.270 w 40.64 75.95 0 0 0 0 0 0 0 0 0 0 to-clom 1.270 w 40.64 75.95 0 0 0 0 0 0 0 0 to ctom 126'Obw 1.270 0 097 w `'- 40.64 310 75.95 1.07 0 0 ' ' 0 ; 0 0 0 ' _ 0 0 0 0 0 p _ 0, 0. 11 A0 0.470. "sw . _ 15iO4 1466 0 0 0.. 0 .: 0 ;' - 0 0 ' 0' 1613-30ad 0.032° I 1.02 1; 75 91 91 93 159 221 34, 34. 226 5 7 _-3.68014.02 '.. 5 •:0.032 .... 4 14:. _.221 'Ira - Al AR n no n 1 01 01 0 0 -. 0, 0 0 6 c) AED excursion -148 -143 Envelope loss/gain 657 930 2141 2785 12 a) Infiltration 89 27 0 379 0 114 0 b) Room ventilation 0 13 Internal gains: Occupants @ 230 0 0 0 0 0 Appliances @ 1200 0 0 Subtotal (lines 6 to 13) 746 957 2521 2899 Less external load 0 0 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 746 957 2521 2899 14 15 Subtotal Duct loads 1 10% 10% 75 96 10% 10% 252 290 Total room load 821 1053 2773 1 1701 3189 158 Air required (cfm) 150 152 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. r act I is Ft Right -Suite Residential 6.0.101 RSR20596 2007-Jun-07 16:51:58 - E:\Files\ENGLE2002\Lot97KLSantaBarbara\Lot97KLSantaBarbara.rrp Calc = MJ8 Orientation = SW Page 9 uvtt Right-.1 Worksheet ZONE 2 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 8/15103 (rvsd) By: VT 1 Room name MSTR BATHIWIC MSTR BDRM 2 Exposed wall 49.0 ft 8.1 ft heat/cool 18.0 It 8.1 ft heat/cool 3 4 Ceiling height Room dimensions 12.0 x 25.0 ft 18.0 x 20.0 ft 5 Room area 300.0 ft' 360.0 ft' Ty Construction number U-value (Btuh/ft' 'F) Or I HTM (Btuh/ft') Area (ft') or perimeter (ft) Load (Btuh) Area (ft') or perimeter (ft) Load (Btuh) Heat I Cool I Gross I N/P/S Heat I Cool Gross I N/P/S Heat I Cool 12B-0bw 0.097 a 3.10 1.69 97 97 301 164 0 0 0 0 1A-clom 1.270 a 40.64 94.91 0 0 0 0 0 0 0 0 1A-ctom 13A 4ocbs 1270 0 t48 a 's 4064 4 74 7595 2 96 0 „ 0 0 y 0 0 0 0 0 0 n OE 0 y 0 0 0 0 0 1A 1 270 4064 36.35 0 0 0 0 0 ; 0 clom 1A c1.orn • ,A.,,.1.270.x,3,6`35 .s 0 0 ..,,... , A. .' '. . A...;.,,H , 0 0 , .. .0+ . ,,.., 12B-0bw 0.097 s 3.10 1.69 203 182 566 308 0 0 0 0 1A-clom 1.270 s 40.64 36.35 5 5 189 153 0 0 0 0 ti 126-0bw . 0.009977 w.. '"w", " ,.3'. . 3.10 _...- .__ 1.69 97 81 251 137 146 106 1A-clom 1.270 w 40.64 75.95 16 2 650 1111 0 0 0 0 1A-c1om 1.270 w 40.64 75.95 0 0 0 0 40 5 1626 2830 1A-clom ' 1.270 0 097 w 4064 3 110 7595 1,07 0 0 0 0 0 0 0 0 0 0 0, 0 0. 126-0bw 11A0 n 0 470 Sw 15iO4 14'66 0 0. 0 0 0 0 0 0! 166-30ad 16B=$Oad 0 032 .. .MS2 i .' 1.02 .. 1 02 1.75 .,.. ,.1.75 300 .. ;`;45 300 . ; 45 307 '. , 4 ' 525 ...` " 79 f: 360 55..::' 360 55 369 : 56.'.. 630. 96 ... ..::.... . 99A_tnh 1 35R - 43.46 0.00 01 0 _._.._ 01 ___.. 0 _.., _'Q1,,.. .. 0..,, ,0 „ KQ: 6 c) AED excursion -130 723 Envelope loss/gain 2962 2873 2380 4459 12 a) Infiltration 620 187 228 0 69 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 1 230 t 230 0 Appliances @ 1200 0 0 0 Subtotal (lines 6 to 13) 1 3581 32901 1 2607 4757 Less external load 0 0 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 3581 3290 2607 4757 14 15 Subtotal Duct loads 10% 10% 358 329 10% 10% 261 476 room load 3939 241 3619 179 2868 176 5233 259 AiTotal r required (cfm) I I Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A~. C_)"n!r--c.7XFt Right -Suite Residential 6.0.101 RSR20596 2007-Jun-07 16:51:58 * Page 10 E:\Files\ENGLE2002\Lot97KLSantaBarbara\Lot97KLSantaBarbara.rrp Calc = MJ8 Orientation = SW htaf Right-J Worksheet ZONE 2 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 8/15/03 (rvsd) By: VT 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area BATH2 6.0 ft 8.1 ft heat/cool 6.0 x 13.0 ft 78.0 ft' BDRM3 31.0 ft 8.1 ft heat/cool 13.0 x 18.0 ft 234.0 ft2 Ty Construction number U-value (Btuh/ft' "F) Or HTM (Btuh/ft') Area (ft') or perimeter (ft) Load (Btuh) Area (W) or perimeter (ft) Load (Btuh) Heat I Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat Cool 12B-Obw 0.097 e 3.10 1.69 0 0 0 0 0 0 0 0 ,A-ctom 1.270 e 40.64 94.91 0 0 0 0 0 0 0 0 IA-clom 1270 e 4064 75.95 0 0 0 0 0 0 0 0 13A=4ocb � 0 148 '', s a' 74 2;96 0 0 0 0 -. 0 0 �� 0' 0 1ALc1om 1270. s '4064 36;35 0 0 0- 00 0 Q 0'' " r 1 A a7 om °"> ' - 1 270° s, a - 4D 84 36; 35 ; ". 0._ 0 °; 0, 0 : 0 0 : 0", 0. 12B-Obw 0.097 s 310 1.69 0 0 0 0 0 0 0 0 ,A-clom 1.270 s 4064 36.35 0 0 0 0 0 0 0 0 1„A-clom 1.270 s 4064 36.35 0 0 0 0 0, 0 0 1'3A1acb 0,148 ' w 4 74 ''^296 r0 0 0 -Al0 0 0' 0 0 Q 10A-mom 1 670 w 53 44 4730 0 0 0 Ot 0 0 0 0 1A-clom 1270 ;w 4064 1595 0 0 0 0 0 0 0' 0 1Ac','1 omd z1 270 : w 40 64 75 95 0 0 0 0 0 0 0 0. A' � 1 270 :w 4064 75;95 .' 0 : 0 0 0 1A clorn:= ..,,1.270 _ w_ - •..40.64 - 7595 ` = 0 ` 0 0 0 ... �....0 .: 0 ..;.. Os' .. 0 1213-0bw 0.097 w 3.10 1.69 49 43 133 73 105 85 264 143 1A-clom 1.270 w 40.64 75.95 0 0 0 0 0 0 0 0 1A-c1om 1.270 w 40.64 75.95 0 0 0 0 20 2 813 1415 1A-c1om 1.270 w 40.64 75.95 6 1 244 404 0 0 0 0 12B Obw,', 0 097, 3,10 . 107 .: 0 0 0 0 0 0 '' 0_ 0 1.1A0 - .:.. 0.470 ,. ."sw .. ;15.04 �14;66 „ 0 „_ 0 ... 0. � . , 0 0 0 0. ;. •0 166730ad 0.032 - 1.02 1.75 78 78 80 137 234 234 240 410 16830ad.; 'i--0.032 ,• , `'- '- ,1:02 - 1'75 12 .. 12 ..•>a. 12 �_ ..�21 :.` .:.36 '>' �36 37.' 63i 99n_rnh 116R _ 4146 0,00 0 0 0 0 0 _.0.. 0 ,.0. 6 c) AED excursion 1121 300 Envelope loss/gain 469 746 1806 2578 12 a) Infiltration 76 23 392 118 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 546 769 1 2198 2696 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 546 769 2198 2696 151 Duct loads I 10% 1 ol 55 77 10% 10% 2201 270 Total room load 601 846 2418 2965 Air required (cfm) 37 42 148 147 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 1-rt5--c-ft: Right -Suite Residential 6.0.101 RSR20596 2007-Jun-07 16:51:58 E:\Files\ENGLE2002\Lot97KLSantaBarbara\Lot97KLSantaBarbara.rrp Calc = MJ8 Orientation = SW Page 11 Permit #: v I / / e) Job Address: CITY OF SANFORD PERMIT APPLICATION Date: �LAx/ & -1 '7 Description of Work: Ert-rt rnncrete R1 CA FR TotalSquar 22ootage Historic District: No Zoning: Value of Work: Permit Type: Building X Flertriral - Mechanical_ Plumbing__.;_ Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential at Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial _ Occupancy Type: Residential X Commercial Industrial Construction Type: -��# of Stories: # of Dwelling Units: 1' Flood Zone: (FEMA form required ) Owners Name&Address: Tousa Homes dba Engle Homes, Orlando, Inc. 11315 Corporate Blvd-., #250, Orlando 32817 Phone: (407) 249-99nn Contractor Name & Address: William Colby Franks 11301 Corporate Blvd., #303, Orlando State License Number: CGC1507971 Phone&Fax: 407-249-3500/407-313—�C4orit�rsU NValerie/Ke Phone: 407-249-3500 Bonding Company: N/A Address: Mortgage Lender: Address: Architect/Engineer: Residential Design Services Phone: 407-246-1 08n Address: 330lBartlett Blvd. , Orlando 32811 Fax: 407-2460=0094 Application is hereby made to obtain a permit to do the work and installations as indicated. 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 requi ments of Ff o a n Law, FS 713. l� Y Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced ID 1 1 APPROVALS: ZONING: l� •, V U UTIL: FD: Special Conditions: Rev 03/2006 � �� • u� ed� c�. `i 1 q 5 Wiliam Colbv Franks Print Contractor/Agent's Name moo? 41p-)z7 Signature of Notary -State of Florida Date Valerie L Furrer q1P,.... BL•� *= MY COMMISSION # DD205915 EXPIRES May 25, 2007 of F 4� BONMTHRUTROYFAININSURA 1 Contractor/Agent is PersonaKnown to Me or Produced ID ENG: BLDG: 1o�r `aftnbsaea. 1�-•Q•• �a�l-t Sl�� } 330 = � 9a1 / ``�� 01 3 2: /. _9) i 8'l X POWER OF ATTORNEY Date : 4111340 7 I hereby name and appoint Valerie Furrer / KeKalani Vazquez of Engle Homes Orlando to be my lawful attorney in fact to act for me and apply to the Orange County Building Department for a Residential Building permit for work to be performed at a location described as: Section 34, Township 19, Range 30, Lot 97 , Block Subdivision: Kay's Landing Phase 2 Address of Job: 513 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 T pe or Prin name of Certified Contractor Signature of Certified Contractor State of Florida County of Orange The foregoing instrument was acknowledged this �` day of 2 007, by William Colby Franks, who personally appeared before me and acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Personally Known Produced Identification Type f Identification Signature 4 Notary Public, State of Florida Kimberly Kaminer Print or Type Name of Notary Public (Seal) O�PRY pG9�i Kimberly Kaminer _ ;Commission # DD425691 �� oQ Expires May 4, 20 '� � �,(� Banded Tray Fain • 111511f�ncai Inc, eoa3esao15 Seminole County Property Appraiser Get Information by Parcel Number Page I of I DAVID JOHNSON, CPA, ASA ,3? `140 PROPERTY ,: 3 APPRAISER I� SEMINOLECOUNTY FL. 1101 E. FIRST ST 1ir SANFORD, FL3277t-1466 1}E 13d t --- 407-665-7506_ 2007 WORKING VALUES UMMARY GENERAL Value Method: Market Parcel Id: 34-19-30-520-0000-0970 Number of Buildings: 0 Owner: TOUSA HOMES INC Depreciated Bldg Value: $0 Mailing Address: 4000 HOLLYWOOD BLVD #500N Depreciated EXFT Value: $0 City,State,ZipCode: HOLLYWOOD FL 33021 Land Value (Market): $62,000 Property Address: 513 KAYS LANDING DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: KAYS LANDING PHASE 2 Just/Market Value: $62,000 Tax District: S1-SANFORD Assessed Value (SOH): $62,000 Exemptions: Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $62,000 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $1,220 SPECIAL 09/2006 06411 0755 $657,600 Vacant No 2006 Taxable Value: $62,000 WARRANTY DEED DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LEGAL DESCRIPTION LAND Land Assess Land Unit Land Frontage Depth PLATS: Pick... Method Units Price Value LOT 97 KAYS LANDING PHASE 2 PB 69 PGS LOT 0 0 1.000 62,000.00 $62,000 44 - 44 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re_web.seminole_county_title?parcel=34193052000000970&c... 3/29/2007 Permit Number RYANNE MORSE, CLERK OF CIRCUIT COURT Parcel Identification Number _,�3 ti Ilii- 30 -5_ 9-0 •-- c. 60() - 0?1'SEMINOLE COUNTY Prepared by: Valerie Furrer / Kekalani Vazquez AK 06643 Rg 03751 (ipg) CLERKIS #I: 2007047986 Return to: Engle Homes Orlando /7-17� 11315 Corporate Blvd ste 250 /fir ' Orlando,Fl 32817 NOTICE OF COMMENCEMENT State of FLORIDA County of SEMINOLE RECORDED 04/02/2007 09:48:49 Aft RECORUINO FEES 10.00 RECORDEDa'$Y H DvWo i FiFD C0 ' INARYAN CLERK OF C 'T SEMINO Y. FLV!D� BY IDEPUTY' RK APR 2 2007 The undersigned hereby gives notice that Improvement(s) will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1. Description of property (legal- description of the property, and street address if available) Kay's Landing Phase 2, Sec-34, Twsp-19, Rge-30, PB-69, Pages-43-44, Lot # 97 - 513 Kays Landing Drive in Seminole County 2. General description of Improvement(s) Single Family Residence 3. Owner Information Name Engle Homes/Orlando Inc. Telephone Number 407-281-4480 Address 11315 Corporate Blvd. #250 Fax Number 407-281-7766 Orlando, FI 32817 Interest in Property: p rty: Fee Simple 4. Fee Simple Title Holder (if other than owner shown above:) Name Telephone Number Address Fax Number 5. Contractor Engle Homes/Orrando Inc. Name 11315 Corporate Blvd #250 Telephone Number 407-281-4480 Address Orlando,Fl 32817 Fax Number 407-281-7766 6. Surety (if any) Name Telephone Number Address Fax Number Amount of bond $ N/A 7. Lender (if any) Name N/A Telephone Number Address Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Engle Homes/Orrando Inc. Telephone Number 407-281-4480 Address 11315 Corporate Blvd #250 Fax Number 407-281-7766 Orlando,Fl 32817 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided In §713,13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date Is one year from the date of recording unless a different date Is specified): Date Signed Signature of Owner Note: per §713.13(1)(g), "owner must sign ...and no one else may be permitted to sign In his or her stead." Sworn to and subscribed before me this c -ay of C e'—& ,20 _ by WILLIAM COLBY FRANKS who Is X personally known to me OR produced as identification. Signature of Notary (notarial seal to appear below) Form Revised: 12100 for 19_ to 20_ s 10 pD205415 EXPIRES Valerie L Furrer MYCOMMI£SION# \4ay 25 ^nnP ' ofF�oP` BOND`.DTHRUTROYF:,',Vii,oUW;NCE,ING OFFICE FORM 60OA-2004R EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: SantaBarbara E Builder: ENGLE HOMES Address: \5-) 3 �A, Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: 11��I 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 41.5 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 14.00 _ 4. Number of Bedrooms 5 _ b. Central Unit Cap: 29.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 14.00 6. Conditioned floor area (ft') 3001 ft' _ c. N/A _ 7. Glass typel and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a(Sngle Default)567.5 ft' _ a. Electric Heat Pump Cap: 41.5 kBtu/hr _ b. SHGC: HSPF: 8.50 _ (or Clear or Tint DEFAULT) 7b. (Clear)567.5 ft' _ b. Electric Heat Pump Cap: 29.0 kBtu/hr _ 8. Floor types HSPF: 8.20 a. Slab -On -Grade Edge Insulation R=0.0, 189.0(p) ft _ c. N/A _ b. Raised Wood, Adjacent R=11.0, 21.Oft' c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Frame, Wood, Exterior R=11.0, 1238.3 ft' _ EF: 0.90 _ b. Concrete, Int Insul, Exterior R=5.0, 1108.2 ft' _ b. N/A _ c. Frame, Wood, Adjacent R=11.0, 254.0 ft' d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1646.0 ft' 15. HVAC credits MZ-C, MZ-H _ b. Under Attic R=30.0, 232.0 ft' _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft MZ-C-Muttizone cooling, b. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft _ MZ-H-Multizone heating) Glass/Floor Area: 0.19 Total as -built points: 35727 PASS Total base points: 36747 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the FlorJdA Energy Code. OWNER/AGENT: L t� DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.5) 'TM Sr 4 t7 tr� J FORM 60OA-2004R EnergyGauge@ 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: LOT 742 LAUREL BEND @ LIVE OAK RESERVE, , , PERMIT #: I 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 3001.0 24.35 13153.0 1.Single, Clear W 5.0 7.0 72.0 57.68 0.63 2615.0 2.Single, Clear S 1.3 16.0 28.0 48.22 0.99 1339.0 3.Single, Clear W 7.0 2.5 8.0 57.68 0.39 180.0 4.Single, Clear E 10.0 8.4 20.0 63.97 0.48 616.0 5.Single, Clear N 1.3 3.5 6.0 30.19 0.88 159.0 6.Single, Clear N 1.3 16.0 36.0 30.19 0.99 1081.0 7.Single, Clear E 1.3 16.0 36.0 63.97 1.00 2292.0 8.Single, Clear E 10.0 8.5 64.0 63.97 0.48 1982.0 9.Single, Clear E 10.0 8.5 64.0 63.97 0.48 1982.0 10.Single, Clear S 1.3 15.0 22.5 48.22 0.99 1075.0 11.Single, Clear E 10.0 3.5 6.0 63.97 0.36 139.0 12.Single, Clear W 7.0 8.7 13.3 57.68 0.59 455.0 13.Single, Clear W 1.3 3.8 9.0 57.68 0.84 436.0 14.Single, Clear W 7.0 9.2 20.0 57.68 0.61 705.0 15.Single, Clear N 1.3 2.8 4.7 30.19 0.85 120.0 16.Single, Clear N 1.3 4.5 16.0 30.19 0.92 443.0 17.Single, Clear E 1.3 4.5 16.0 63.97 0.88 900.0 18.Single, Clear E 1.3 5.5 60.0 63.97 0.92 3543.0 19.Single, Clear W 1.3 5.5 60.0 57.68 0.92 3191.0 20.Single, Clear E 1.3 3.5 6.0 63.97 0.82 314.0 As -Built Total: 567.5 23567.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 254.0 0.70 177.8 1. Frame, Wood, Exterior 11.0 1238.3 1.90 2352.8 Exterior 2346.5 1.90 4458.3 2. Concrete, Int Insul, Exterior 5.0 1108.2 1.00 1108.2 3. Frame, Wood, Adjacent 11.0 254.0 0.70 177.8 Base Total: 2600.5 4636.1 As -Built Total: 2600.5 3638.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 1.Adjacent Wood 18.0 2.40 43.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 28.8 As -Built Total: 18.0 43.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1646.0 2.13 3506.0 1. Under Attic 30.0 1646.0 2.13 X 1.00 3506.0 2. Under Attic 30.0 232.0 2.13 X 1.00 494.2 Base Total: 1646.0 3506.0 1 As -Built Total: 1878.0 4000.1 EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: LOT 742 LAUREL BEND @ LIVE OAK RESERVE... PERMIT #: I BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 189.0(p) -31.8-6010.2 1. Slab -On -Grade Edge Insulation 0.0 189.0(p -31.90 -6029.1 Raised 21.0 -3.43 -72.0 2. Raised Wood, Adjacent 11.0 21.0 1.80 37.8 Base Total: -6082.2 As -Built Total: 210.0 -5991.3 INFILTRATION Area X BSPM = Points Area X SPM = Points 3001.0 14.31 42944.3 3001.0 14.31 42944.3 Summer Base Points: 58186.0 Summer As -Built Points: 68202.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 41500btuh ,SEER/EFF(14.0) Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 68202 0.59 (1.09 x 1.150 x 0.85) 0.244 0.950 9928.9 (sys 2: Central Unit 29000btuh ,SEER/EFF(14.0) Ducts: Unc(S),Unc(R),Int(AH),R6.0(INS) 68202 0.41 (1.09 x 1.150 x 0.85) 0.244 0.950 6938.3 58186.0 0.3250 18910.5 1 68202.1 1.00 1.069 0.244 0.950 16867.1 EnergyGauge'rm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: LOT 742 LAUREL BEND @ LIVE OAK RESERVE, , , 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 3001.0 9.11 4921.0 1.Single, Clear W 5.0 7.0 72.0 13.25 1.07 1017.0 2.Single, Clear S 1.3 16.0 28.0 9.90 1.00 276.0 3.Single, Clear W 7.0 2.5 8.0 13.25 1.12 118.0 4.Single, Clear E 10.0 8.4 20.0 12.37 1.20 296.0 5.Single, Clear N 1.3 3.5 6.0 15.07 1.00 89.0 6.Single, Clear N 1.3 16.0 36.0 15.07 1.00 541.0 7.Single, Clear E 1.3 16.0 36.0 12.37 1.00 446.0 8.Single, Clear E 10.0 8.5 64.0 12.37 1.20 947.0 9.Single, Clear E 10.0 8.5 64.0 12.37 1.20 947.0 10.Single, Clear S 1.3 15.0 22.5 9.90 1.00 221.0 11.Single, Clear E 10.0 3.5 6.0 12.37 1.32 97.0 12.Single, Clear W 7.0 8.7 13.3 13.25 1.07 189.0 13.Single, Clear W 1.3 3.8 9.0 13.25 1.02 122.0 14.Single, Clear W 7.0 9.2 20.0 13.25 1.07 283.0 15.Single, Clear N 1.3 2.8 4.7 15.07 0.99 70.0 16.Single, Clear N 1.3 4.5 16.0 15.07 1.00 240.0 17.Single, Clear E 1.3 4.5 16.0 12.37 1.03 202.0 18.Single, Clear E 1.3 5.5 60.0 12.37 1.02 754.0 19.Single, Clear W 1.3 5.5 60.0 13.25 1.01 802.0 20.Single, Clear E 1.3 3.5 6.0 12.37 1.04 77.0 As -Built Total: 567.5 7734.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 254.0 1.80 457.2 1. Frame, Wood, Exterior 11.0 1238.3 2.00 2476.6 Exterior 2346.5 2.00 4693.0 2. Concrete, Int Insul, Exterior 5.0 1108.2 2.90 3213.8 3. Frame, Wood, Adjacent 11.0 254.0 1.80 457.2 Base Total: 2600.5 5150.2 As -Built Total: 2600.5 6147.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 1.Adjacent Wood 18.0 5.90 106.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 72.0 As -Built Total: 18.0 106.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1646.0 0.64 1053.4 1. Under Attic 30.0 1646.0 0.64 X 1.00 1053.4 2. Under Attic 30.0 232.0 0.64 X 1.00 148.5 Base Total: 1646.0 1053.4 1 As -Built Total: 1878.0 1201.9 EnergyGauge® DCA Form 60OA-2004R EnergyGauge@)/FlaRES'2004 FLRCSB v4.5 s FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: LOT 742 LAUREL BEND @ LIVE OAK RESERVE, , , PERMIT #: I BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 189.0(p) -1.9 -359.1 1. Slab -On -Grade Edge Insulation 0.0 189.0(p 2.50 472.5 Raised 21.0 -0.20 -4.2 2. Raised Wood, Adjacent 11.0 21.0 1.80 37.8 Base Total: -363.3 As -Built Total: 210.0 510.3 INFILTRATION Area X BWPM Points Area X WPM = Points 3001.0 -0.28 ' -840.3 3001.0 -0.28 -840.3 Winter Base Points: 9993.1 Winter As -Built Points: 14859.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 41500 btuh ,EFF(8.5) Ducts:Unc(S),Unc(R),Int(AH),R6.0 14859.7 0.589 (1.078 x 1.160 x 0.87)3.402 0.950 3646.7 (sys 2: Electric Heat Pump 29000 btuh ,EFF(8.2) Ducts: Unc(S),Unc(R),Int(AH),R6.0 14859.7 0.411 (1.078 x 1.160 x 0.87)D.416 0.950 2641.5 9993.1 0.5540 5536.2 14859.7 1.00 1.093 0.407 0.950 6286.2 EnergyGaugel DCA Form 60OA-2004R EnergyGaugeO/FlaRES'2004 FLRCSB v4.5 v FORM 60OA-2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: LOT 742 LAUREL BEND @ LIVE OAK RESERVE, , , 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 5 2460.00 12300.0 50.0 0.90 5 1.00 2514.67 1.00 12573.3 As -Built Total: 12573.3 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 18910 5536 12300 36747 1 16867 6286 12573 35727 PASS 04111E Sr41- EnergyGauge rm DCA Form 60OA-2004R EnergyGauge@/FlaRES'2004 FLRCSB v4.5 ` FORM 60OA-2004R EnergyGauge@ 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: LOT 742 LAUREL BEND @ LIVE OAK RESERVE, , , PERMIT #: I FA-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked ci breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 t ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.5 The higher the score, the more efficient the home. , LOT 742 LAUREL BEND @ LIVE OAK RESERVE, , , 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 4. Number of Bedrooms 5 S. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 3001 ft' _ 7. Glass typel and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default)567.5 ft2 _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)567.5 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 189.0(p) ft _ b. Raised Wood, Adjacent R=11.0, 21.0ft2 _ c. N/A _ 9. Wall types a. Frame, Wood, Exterior R=11.0, 1238.3 ft2 _ b. Concrete, Int Insul, Exterior R=5.0, 1108.2 ft' c. Frame, Wood, Adjacent R=11.0, 254.0 ft2 _ d N/A e. N/A _ 10. Ceiling types a. Under Attic R=30.0, 1646.0 ft2 _ b. Under Attic R=30.0, 232.0 ft2 c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft b. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft _ 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) 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: 41.5 kBtu/hr SEER:14.00 _ Cap: 29.0 kBtu/hr SEER: 14.00 Cap: 41.5 kBtu/hr HSPF:8.50 _ Cap: 29.0 kBtu/hr _ HSPF: 8.20 Cap: 50.0 gallons EF: 0.90 MZ-C, MZ-H _ *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar "designation), your home may qual ify 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. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on ages 2&4. EnergyGauge® (Version: FLRCSB v4.�) wrrghtsoft" Project Summary Job: SANTA BARBARADate: 8115103 (rvsd) Entire House By: VT Del -Air Heating, A/C, and Refrigeration, Inc. ect;lnformation�M- e • •. •• : a -•-• wilp-.1," 6gs e38 1 gg Winter Design Cond' 'off Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Iq Structure 42390 Btuh Ducts h Central vent (63 dim)4239_ Humidfication 0 Btuh Piping 0 Btuh Equipment bad 4654 l3k h Summer Design Outside Inside d 93 75 Sensible Cooling Equipment Lo` d`-Sizing Structure Btuh Bhjh Ducts Central vent (63 din) ` 0 Btuh fiction quality S ch, �Duucts HeatCooling ,Central w Area 3001 3001 E Volume (fP) 27796 27796 „• Air cha our 028 0.15 Equipmer Equiv. AVF (') 130 69 Req. total Heat! Equipment Summary') p, Make n/a TMo�del n/a Efficiency n/aH t input H= A 0 Btuh Temperature rise 0 OF Actual air flow. 0 cfm Air flow factor Q.000 dm/Btuh Static pressure l).00 in H2O Space tiermostat n/a 0 Btuh /factureO data yy g multiplier 1.00 54940 Btuh it Cool ng Equipment Load Sizing r 3855 Btuh 3167 Btuh nt' ) 0 Btuh t latent bad 7022 Btuh t`110 bad 619M Btuh mpacily at 0.80 SHR 5.7 ton Cooling Equipment Summary n/a n/a Cod % Efficiency n/a Sensible cooling 0 Btuh ,Latent cooling 0 Btuh :Dotal cooling 0 Btuh Actual air flow 0 cfm Air flaw factor 0.000 chVBtuh Static pressure 0.00 in H2O Load sensible heat ratio 0.00 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. W1'1.g'JJt$C?f[ Right -Suite Residential 6.0.101 RSR20596 2007-Apr-04 14:28:03 .4C O'k E:\Files\ENGLE2002\Lot742LBLORSantaBarbaraOpt2Opt3\Lot742LBLORSantaBarbaraOpt2Opt3.rrp Calc = MJ8 Page 1 0 AED Assessment Job: SANTA BARBARA x11ft`F� 1 Sty'f Date: 8115103 (rvsd) Ent/re House By: VT Del Air Heating, A/C, and Refrigeration, Inc. • e •T0. • is :': • r •' / �:- Location: Orlando, F1-, US Elevation: 105 ft I xiaude: WN Outdoor: Heating Dry bulb CF) 42 Daly range CF) - VM bub M - Wind speed (mph) 15.0 m tB 0 0) N M 0 Indoor: Heating Cooling Indoor temperature CF) 70 75 Design 1D (`9 28 18 Relative humidity (%) 30 50 Cooling Moisture difference (gdlb) 1.1 43.6 93 Infiltration: 17 ( M ) 76 7.5 qy n e 'TM. '¢ti?. .xi ;+ a`6 Fb?:. ..��.� _ , Testy or_Ade uateEx osure Divers) ..:�, . H Hourly Glazing Load 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day / Hourly Average AED rtmit Maximum hourly glazing load exceeds average by 51.3%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 6590 Btuh (PFG-1.3*AFG) r��'".,. .wrig`h'I`toft Right -Suite Residential6.0.101 RSR20596 2007-Apr-04 14:28:03 CA E:\Files\ENGLE2002\Lot742LBLORSanta Barba ra0pt20pt3\Lot742LBLORSanta Barbara Opt2Opt3.rrp Calc = MJB Page 1 wrightsof- Right-J Worksheet Entire House Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 8115103 (rvsd) By: VT 1 RCom nave Entire House ZONE 1 Ceiheight 363.0 ft 189.0 ft 3 8.8 ft 9.4 ft 4 Roam drtasiors 5 Room area 3167.0 ft' 1649.0 ft' Ty Ccrlstmtion Llvalue Or HTM Aree (ft') Lead Area (n Load n txr (Btuh4l;°F) (BtiJFvft') or pairtebr (ft) (Bti61) or Pe►netia (ft) (Bt11) Heat Cod Grass N/P/S Heat Cod Grass N/P/S Heat Cad 6 13A4acb 0.148 n 4.14 296 385 335 1386 990 3B5 335 1385 990 VLG 1Ac1om 1270 n 35.56 3293 28 0 995 9m 28 0 996 w G 1Actom 1270 n 3556 3293 23 0 800 741 23 0 800 741 w 12BObN 0.097 n 272 1.69 300 300 815 506 0 0 0 0 11 13A4ocb 0.148 a 4.14 296 320 207 856 612 3m 297 8% 612 G 1Ac1om 1270 a 35.56 53.36 72 38 259D 3842 72 38 2560 3B42 G 1Aclom 1270 a 35.56 38.55 8 8 284 30B 8 8 284 308 G 1Actom 1270 a 35.56 6267 13 8 474 835 13 8 474 835 G 10Am 1.670 a 46.76 4283 20 10 935 851 20 10 935 857 12B-0bw 0.097 a 272 1.69 405 335 913 %7 0 0 0 0 G 1Aclom 1270 a 3556 8826 9 1 32D 794 0 0 0 0 G 1Aclom 1270 e 35.56 7075 60 7 2134 4245 0 0 0 0 lak4ocb 0.148 s 4.14 296 338 296 1227 876 33B 296 1227 876 G 1Actom 1270 s 35.56 3293 6 6 213 198 6 6 213 198 G 1Aclom 1270 s 35.56 36.35 36 0 1290 1309 36 0 1290 1309 12B-OhN 0.097 s 272 1.69 308 287 78D 485 0 0 0 0 G 1Aclom 1270 s 35.% 3293 5 5 166 153 0 0 0 0 G 1Aclom 1270 s 35.% 3293 16 16 569 527 0 0 0 0 13AAocb 0.148 w 4.14 296 461 271 1123 802 461 271 1123 802 G 1OA-m 1.670 w 46.76 26.38 20 20 935 528 20 20 935 528 G 1Aclom 1270 w 35.56 7595 36 0 129D 2734 36 0 129D 2734 G 1Acland 1270 w 35.56 34.01 64 62 2276 2176 64 62 2276 2176 G 1Aclamd 1270 w 3556 34.01 64 62 M76 2176 64 62 2Z76 2176 G 1Aclom 1270 w 3556 3293 6 6 213 196 6 6 213 19B 12B'3- 0.097 w 272 1.69 397 315 856 532 0 0 0 0 G 1Ac1an 1Z70 w 35.56 69.45 16 2 569 1111 0 0 0 0 G 1Aclarn 1270 w 35.56 7(175 60 7 2134 4245 0 0 0 0 G 1Aclom 1270 w M% 67.29 6 1 213 404 0 0 0 0 12B40hN 0.097 - 272 1.07 272 254 690 271 272 254 690 271 D 11P0 0.470 sw 1316 14.66 18 18 237 254 18 18 237 264 C 16B3Oad 0.032 0.90 1.75 1646 1646 1475 2881 12B 128 115 224 C 16B-Mad 0.032 0.90 1.75 232 232 208 406 0 0 0 0 F 22Abh 1.358 38.02 0.00 1649 189 7187 0 1649 189 7197 0 F 19x11CsCp On 1.45 0.93 21 0 30 20 0 0 0 0 61 C)AEDeuusion 1 6590 6033 Envelope bss/gain 38410 44105 27344 268.96 12 a) Infiltration 39M 1371 2054 707 b) Room m 0 01 0 0 13 Inimdgains: Ooarpants@ 230 9 20M 7 1610 Appriar- @ 1200 2 2400 2 2400 Subbfal (&ties 6 b 13) 42390 49946 2939E 31613 Less e"ernal bed 0 0 0 0 Less trartsfer 0 0 0 0 Redistribution 0 0 0 0 14 Srbttlal 4290 49946 29398 31613 15 Dud buds 101/6 101/6 4239 4995 10% 10%1 2940 3161 Tolal room bad 46629 54M 32336 34774 Air (fin) 2400 2400 14M 1400 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite Residential 6.0.101 RSR20596 2007-Apr-04 14:28:03 E:\Files\ENGLE2002\Lot742LBLORSantaBarbaraOpt2Opt3\Lot742LBLORSantaBarbaraOpl2Opt3.rrp Calc = MJ8 Page 1 rwrsghtsoft- ,4 ­ RighW Worksheet Endre House Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 8115103 (rvsd) By: VT 1 R=n n me ZONE 2 2 E�gloseh 174.0 It 3 Celing heght 8.1 ft 4 Room dmensors 5 Room am 151&0 ft' Ty Construction U_Value Or HTM (ft) orpeine& Load Load nntla ( hMILT) (B1uhln (ft) opt Heat Cod Gross N/P/S Heat Cod Gross NOS Heat Cod 6 13A-0ad� 0.148 n 4.14 296 0 0 0 0 VLG 1Ac1om 1270 n 35.56 3293 0 0 0 0 I G 1Aclom 1270 n 35.56 3293 0 0 0 0 W 12B 0b✓a 0.097 n 272 1.69 300 300 815 506 11 13A4arb 0.148 a 4.14 296 0 0 0 0 G 1Aclom 1270 a 35.56 5336 0 0 0 0 G 1A-clom 1270 a 3556 31155 0 0 0 0 G 1Actarn 1270 a 35.56 6267 0 0 0 0 G 10A-m 1.670 a 46.76 4283 0 0 0 0 12&Obv 0.097 a 272 1.69 405 336 913 567 G 1A clom 1270 a 35.56 8826 9 1 320 794 G 1Adom 1270 a 35,% 70.75 60 7 2134 4245 13A4ocb 0.148 s 4.14 296 0 0 0 0 G 1Aclom 1270 s 35.56 3293 0 0 0 0 G 1Ac1om 1270 s 35.56 3635 0 0 0 0 12BOhN 0.097 s 272 1.69 308 297 780 485 G 1Ac1om 1270 s 35.56 3293 5 5 165 153 G 1Ac1om 1270 s 35.56 3293 16 16 569 527 13AAocb 0.148 w 4.14 296 0 0 0 0 G 1OA-m 1.670 w 46.76 25M 0 0 0 0 G 1Ac1om 1270 w 35.56 75.95 0 0 0 0 G lAclomd 1270 w 35.56 34.01 0 0 0 0 G 1Actard 1270 w 35.56 34.01 0 0 0 0 G 1Aclom 1270 w 3556 3293 0 0 0 0 12BZbw 0.097 w 272 1.69 397 315 856 532 G 1Aclom 1270 w 35.56 69.45 16 2 569 1111 G 1Ac1om 1270 w 35.56 7075 60 7 2134 4245 G 1Aclom 1270 w 3556 6729 6 1 213 404 PL 12B-ChN 0.097 - 272 1.07 0 0 0 0 D 11P0 0.470 sw 1316 14.66 0 0 0 0 C 1613.90ad 0.032 0.90 1.75 1518 1518 1360 2557 C 166,10ad 0.032 0.90 1.75 232 232 208 406 F 22Afih 1.358 3802 0.00 0 0 0 0 F 19A-1lcscp 0.073 1.45 0.93 21 0 30 20 6 c) AED mairsion 557 Emelope Ioss/gamn 1 11086 17210 12 a) Infiltration 19M 663 b) Room wrilation 0 0 13 Iniarnal gains: 0-*art @ 230 2 460 Appliances @ 1200 0 0 Subbfal (lines 6 to 13) 12992 18333 LESS odWd load 0 0 Less transfer 0 0 RedistrbiUon 0 0 14 &bk3 l 12992 18333 15 Dud loads 109/0 10% 1 1299 1833 Tod room load 14291 20166 Ait(cfrn) 1000 1000 Pritltout certified by ACCA to meet all requirements of Manual J 8th Ed. v+ir� h�i> ,ear Ft, Right -Suite Residential 6.0.101 RSR20596 2007-Apr-04 14:28:03 E:\Files\ENGLE2002\Lot742LBLORSantaBarbara0pt2Opt3\Lot742LBLORSantaBarbara0pt2Opt3.rrp Calc = MJ8 Page 2 Notes: OPT 2 - MASTER TRAY CEILING OPT 3 - COvERED PORCH GARAGE L.EI--T ELEVATION 4 Weather. Orlando, FL, US Winter•Design Conditions Summer Design Conditions Outside db 42 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 28 °F 118 °F Dara Relative humidity 50 % Moisture difference 44 gdlb Heating Summary Sensible Cooling Equipment Load Sizing Structure 29398 Btuh Structure 31613 Btuh Duds 2940 Btuh Duds 3161 Btuh Central vent (25 dm) 767 Bbih Central vent (25 din) 493 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment bad 33105 Btuh Use manufacturer's data yy Ratelswing multiplier 1.W Infiltration E"xnentserns ileload 35267 Btuh Method Simplfied Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2460 Btuh Duds 1864 Bb h Area Head rig Cooling Central vent (25 dm) Equipment 739 Btuh fl Wart bad 5063 Btuh Volume (ft� 155060C1i 15502 Air ctna esJhour 026 0.14 Eiprrne quit W bad 40331 BtuhEquiv. AVF (dm) 67 36 Req. total capacity at 0.80 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Mahe LENNCX Male LENNCIX Trade Trade Model Cond Cod Efficiency 85 HSPF Efficiency EER input Sensible _14 Bt d Hea a -"A 0 Bbih @ 47-F e t coolingg 8300 Temperature rise 0 °F Total cooling 41500 Btuh Actual air flow 1400 cfm Actual air flow 1400 cfm Air flow factor 0.043 din/Btuh Air flow factor 0.040 dmlBtuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.87 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 1/1 rpgphtj(Dft Right -Suite Residential 6.0.101 RSR20596 2007-Apr-04 14:28:03 ACCk E:\Files\ENGLE2002\Lot742LBLORSantaBarbara0pt20pt3\Lot742LBL0RSantaBarbaraOpt2opt3.rrp Calc = MJ8 Page 2 . wri tits ft- Duct System Summary Job: SANTA BARBARA Date: 8115/03 (rvsd) ZONE 1 By: VT Del -Air Heating, A/C, and Refrigeration, Inc. External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Pro ect InforrYatlon� Heating Cooling 0.30 In 0.30 in H2O 0.06 in H2O 0.06 in H2O 024 in H2O 024' in H2O 0.12/0.12 nH20 0.12/0.12 i1H20 0.400 in/100ft 0.400 in/100ft 1400 cfm 1400 cfm :Il Supply xBranch DetallTabilev lire Design (Btuh) Htg (cfm) Clg (chn) Design FIR Diam (n) Red Size (in) Duct Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk LIVING h 5471 237 152 0.400 8 Ox0 MFx 60.0 0.0 2 DINING/FOYER h 5748 249 194 1.714 9 Ox0 MFx 14.0 0.0 LAUNDRY h 1890 82 56 3.429 5 Ox0 MFx 7.0 0.0 KITCHEN h 2291 99 82 2.000 6 Ox 0 MFx 12.0 0.0 FAMILY -A C 7251 176 292 0.857 9 Ox0 MFx 28.0 0.0 1 FAMILY c 7251 176 292 0.615 9 Ox0 MFx 39.0 0.0 1 LIBRARY/BDRM5 h 2260 98 72 0.444 6 OX0 VIFx 54.0 0.0 2 CABANA/BATH3 h 1792 78 40 0.421 5 Ox0 VIFx 57.0 0.0 2 NOOK C 5443 2061 219 1.043 8 Ox0 VIFx 23.0 0.0 ,.cg Ri A°a .° c ,k € ;4� a ' m,AdSl�pp�Y�TrunkDeta11 Table@.._� p Trunk F tg Clg Design Veloc Dram Red Dud Duct NwB Type (cfm) (cm) FIR (fpm) (in) S¢e (in) Material Trunk 2 Peak AVF 412 265 0.400 525 12 0 x 0 VIM% 1 Peak AVF 352 584 0.615 546 14 0 x 0 VnlFbc W101 HIM- 6 t Right -guile residential 6.6.01 13SI1MW 2007-Apr-04 14:28:29 ACa E:\Files\ENGLE2002\Lot742LBLORSantaBarbara0pt20pt3\Lot742LBLORSantaBarbaraOpt2Opt3.rrp Calc = MJ8 Page 1 . . wr ightsoft- AED Assessment V-4AV" �h-k. ZONE 1 Del -Air Heating, A/C, and Refrigeration, Inc. • � o . o 1 . • Job: SANTA BARBARA Date: 8115103 (rvsd) By: VT Indoor:Cooling FL, US Indoor temperature CF) 70 75 Latitude:Orlando, :# • ...r: Heating Cooling Moisture differenoe. D •c D. ., • . Wind s•--. • 7.5 �x °�'%„�, h � the � Test<for_Atle. uate: Ex � osure"Divers) t `° M Hourly Glazing Load 35, 30, m 25, 5, 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day / Hourly Average r AED limit Maximum hourly glazing load exceeds average by 60.4%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 6033 Btuh (PFG -1.3" AFG) ,4;� vvg-i9 '-EtSC7fC Right -Suite Residential 6.0.101 RSR20596 2007-Apr-04 14:28:03 .CC01. E:\Files\ENGLE2002\Lot742LBLORSantaBarbara0pt20pt3\Lot742LBLORSantaBarbaraOpt2Opt3.rrp Calc = MJ8 Page 2 -- wrightsoft- . '4�­ Right-J Worksheet ZONE 1 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 8115103 (rvsd) By: VT 1 Room rum ZONE 1 LIVING 2 Exposedwal 189.0 ft 33.0 ft 3 Ceilingheight 9.4 ft 9.4 It heatldOd 4 Raam dma <iors 13.0 x 16.0 ft 5 Room area 1649.0 fF 208.0 f 2 Ty Construdtm U-vahre Cr HTM Area (ft2) toad Area Load nnber (BhrhW-'F) (B1utvR') or perinenr (ft) (Bhh) a Pemnelff (ft) (Bhh) Heat Cod Gross N/P/S Fleet Cod Gross N/P/S Heal Cod 6 13A 7ocb 0.148 n 4.14 296 385 335 1386 990 15D 122 506 361 TG 1Ac1om 1270 n 35.56 3293 28 0 996 922 28 0 996 922 G 1Aclom 1270 n 35.56 3293 23 0 800 741 0 0 0 0 w 12BO1Av 0.097 n 272 1.69 0 0 0 0 0 0 0 0 11 13A4ocb Q148 a 4.14 296 32D 207 856 612 132 96 398 254 G 1Aclom 1270 a 35.56 75.95 72 36 259D 3B42 36 19 1290 1921 G lAclom 1270 a 35-56 94.91 8 8 2B4 308 0 0 0 0 G 1A dom 100 a 35.56 94.91 13 8 474 835 0 0 0 0 G 10A-m 1.670 a 46.76 56.68 20 10 935 857 0 0 0 0 12BObv 0.097 a 272 1.69 0 0 0 0 0 0 0 0 G 1Aclom 1270 a 35.56 94.91 0 0 0 0 0 0 0 0 G 1Aclom 1270 a 35.56 75.95 0 0 0 0 0 0 0 0 yJ 13'4 o 0.148 s 4.14 296 338 296 12Z7 m 28 28 116 83 I-G 1Aclom 1270 s 35.56 35.35 6 6 213 19B 0 0 0 0 I.�G lArdom 1270 s 35.56 36.35 36 0 129D 1309 0 0 0 0 1M"'- 0.097 s 272 1.69 0 0 0 0 0 0 0 0 G 1Aclom 1270 s 35.56 35.35 0 0 0 0 0 0 0 0 G 1Aclom 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 13A4ocb O.M w 4.14 296 461 271 1123 8012 0 0 0 0 G 1OAm 1.670 w 4676 47.30 20 20 935 5m 0 0 0 0 G 1Aclom 1270 w 35.56 75.95 36 0 1290 2734 0 0 0 0 G 1Aclard 1270 w 35-% 75.95 64 62 2276 2176 0 0 0 0 G 1Acland 1270 w 35.56 75.95 64 62 2276 2176 0 0 0 0 G 1Aclom 1270 w 35.56 75.95 6 6 213 198 0 0 0 0 12B-Obv w 272 1.69 0 0 0 0 0 0 0 0 G 1Aclom 1270 w 35.56 7595 0 0 0 0 0 0 0 0 T0.097 G 1Aclom 1270 w 35.56 7595 0 0 0 0 0 0 0 0 G 14dom 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 q-D 12&Ot�v 0.097 - 272 1.07 272 254 690 271 0 0 0 0 11A0 0.470 sw 1316 14.66 18 18 237 254 0 0 0 0 C 16t330ad 0.032 0.90 1.75 12B 128 115 224 0 0 0 0 C 16B30ad 0.032 0.90 1.75 0 0 0 0 0 0 0 0 F 22Abh 1.358 3802 0.00 1649 189 7197 0 208 33 1255 0 F 19A-11cscp 0.073 1.45 Q93 0 0 0 0 0 0 0 0 6 c)AEDemursion 6033 27.7 Envelopelossklan 27344 26896 455D 3294 12 a) Intatiration 2054 707 423 146 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 7 1610 0 0 Appiarxes @ 12DO 2 2400 0 0 Subbtal (fines 6 to 13) 2939B 31613 4973 3440 Less a dw-d bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 SbbFal 29398 31613 49T3 3440 15 Dud bads 101/6 101/1 2940 3161 101/6 101/6 497 344 Total room bad 32338 34774 5471 3784 Air-ped(dm) 140D 1400 237 152 Ptirttout certified by ACCA to meet all requirements of Manual J 8th Ed. wr�tJ F-►t;, r�-FC Right -Suite Residential 6.0.101 RSR20596 2007-Apr-04 14:28:03 EAFiles\ENGLE2002\Lot742LBLORSanta Barbara Opt20pt3\Lot742L8LORSanta Barbara Opt2Opt3.rrp Calc = MJ8 Page 3 wr%ghtsoft- Right-J Worksheet ZONE 1 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 8115103 (rvsd) By: VT 1 Rcanrerne DININGoFOYER LAUNDRY 2 Exposed wan 31.0 ft 19.0 ft 3 Ceiing height 9.4 It heaftd 9.4 ft heatrood 4 Roan drrnen5as 18.0 x 14.0 ft 16.0 x 8.0 It 5 Room area 2520 ft 128.0 ft2 Ty Constrtxtim llvakie Or HTM Area Load Area Load rurba (Bkilvft;°F) or pefnekar (ft) ) or pew (ft) phh) Heat Cod Gross N/P/S Heat Cod Gross NOS Had Cod 6 13A-0acb 0.148 n 4.14 296 28 28 116 83 0 0 0 0 VLG 1Ac1cm 12M n 35.56 3293 0 0 0 0 0 0 0 0 G 1Ac1om 1270 n 35.56 3293 0 0 0 0 0 0 0 0 W 12BZbv 0.097 n 272 1.69 0 0 0 0 0 0 0 0 11 13A-0oct Q148 a 4.14 296 188 111 459 328 0 0 0 0 1Ac1am 1270 a 35.56 7a95 35 19 1280 1921 0 0 0 0 G LG 1Aclom 1270 a 3556 94.91 8 8 284 30B 0 0 0 0 G 1Aclom 1270 a 35.56 94.91 13 8 474 835 0 0 0 0 G 10A-m 11570 a 46.76 56.68 2D 10 935 857 0 0 0 0 12134)bw 0.097 a 272 1.89 0 0 0 0 0 0 0 0 G 1Actom 1270 a 35.56 94.91 0 0 0 0 0 0 0 0 G IA-Iom 1270 a 35.56 75.95 0 0 0 0 0 0 0 0 13A4odr 0.148 s 4.14 296 0 0 0 0 75 69 286 2D4 G 1Aclom 1270 s 35.56 36.35 0 0 0 0 6 6 213 198 G 1Acicm 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 1213-0bN 0.097 s 272 1.69 0 0 0 0 0 0 0 0 G 1Adom 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 G 1Aclom 1270 s 3556 36.35 0 0 0 0 0 0 0 0 13A4ocb Q148 w 4.14 296 0 0 0 0 0 0 0 0 G 10A-m 1.670 w 46.76 47.30 0 0 0 0 0 0 0 0 G 1Aclom 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 G 1Aclomd 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 G 1Prc1ard 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 G 1Aclom 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 12B40hN 0.097 w 272 1.69 0 0 0 0 0 0 0 0 G �=-G 1Aclom 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 G 1Ac1om 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 1Aclom 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 121-0'- G097 - 272 1.07 75 75 2D4 80 103 103 290 110 D 11A0 0.470 sw 1316 14.66 0 0 0 0 0 0 0 0 C 16B30ad 0.032 - 0.90 1.75 0 0 0 0 12B 125 115 224 C 161330ad 0.032 - 0.90 1.75 0 0 0 0 0 0 0 0 F 22A4nh 1.358 38.02 0.00 252 31 1179 0 128 19 722 0 F 19A-llcscp 0.073 - 1.45 0.93 0 0 0 0 0 0 0 0 61 c)AEDexursion1 -102 Envelope lossgah 4931 4057 1616 633 12 a) InR6ation 295 102 102 35 b) Roan verAiato n 0 0 0 0 13 Inbmialgains: Ooarpar%@ 230 1 230 0 0 Appliances @ 1200 0 0 1 600 Subbtal ones 6 b 13) so 4389 1719 1239 Less eArr -d load 0 0 0 0 Less transfer 0 0 0 0 RedisWxA n 0 0 0 0 14 Subbtal 5225 4389 1719 1269 15 Dud bads 10o/a 10% w 439 10% 1 100 1 172 127 Total room load 5748 48M 11% 1396 Ar required (cfm) 249 194 82 56 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite Residential 6.0.101 RSR20596 2007-Apr-04 14:28:03 C.F. E:\Files\ENGLE2002\Lot742LBLORSantaBarbara0pl2Opt3\Lot742LBLORSantaBarbara0pt2Opt3.rrp Calc = MJ8 Page 4 d I- wrightsoft- Right-J Worksheet Job: SANTA BARBARA ZONE 1 Date: 8115103 (rvsd) Del -Air Heating, A/C, and By: yr Refrigeration, Inc. 1 R o3nrrarne MCHEN FAMILY 2 Exposedwal 24.0 ft 28.0 ft 3 Ceing height 9.4 ft healknol 9.4 ft heatlood 4 Roandmereors 14.0 x 14.0 ft 220 x 22.0 ft 5 Room area 1960.fl' 484.0 ft2 Ty Constriction I pAtle Cr HTM Area (ft) Load Arm (ft2) Lead nnba (Bhjh4t;°F) (B ar P (ft) W) ar P (ft) W) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 13A4ocb 0.148 n 4.14 296 0 0 0 0 0 0 0 0 �G 1Ac1om 1270 n 35.56 3293 0 0 0 0 0 0 0 0 G IA-lom 1270 n 35.56 3293 0 0 0 0 0 0 0 0 w 12Bt bN 0.097 n 272 1.69 0 0 0 0 0 0 0 0 11 13h4ocb 0.148 a 4.14 296 0 0 0 0 0 0 0 0 G 1Aclom 1270 e 35.56 75.95 0 0 0 0 0 0 0 0 G 1Ac1om 1270 a 35.% 94.91 0 0 0 0 0 0 0 0 G 1Ac1om 1270 a 35.56 94.91 0 0 0 0 0 0 0 0 G 10A-rn 1.670 a 46.76 56.68 0 0 0 0 0 0 0 0 12Bam 0.097 a 272 1.69 0 0 0 0 0 0 0 0 G 1A-Oom 1270 a 35.56 94.91 0 0 0 0 0 0 0 0 G 1Ac1om 1270 a 35.56 75.95 0 0 0 0 0 0 0 0 13AAocb 0.148 s 4.14 296 132 132 547 391 0 0 0 0 G 1Aclom 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 G 1A-lam 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 12BObN 0.097 s 272 1.69 0 0 0 0 0 0 0 0 G 1Aclom 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 G 1Ac1om 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 1344oc b 0.148 w 4.14 296 0 0 0 0 253 115 477 340 G 10A{n 1.670 w 46.76 47.30 0 0 0 0 2) 20 935 528 G 14clom 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 G 1Acland 1270 w 35,% 75.95 0 0 0 0 64 62 2276 2176 G 1Aclord 1270 w 35.56 75.95 0 0 0 0 64 62 2276 2176 G %clom 1270 w 35,% 75.95 0 0 0 0 0 0 0 0 12BOm 0.097 w 272 1.69 0 0 0 0 0 0 0 0 G tAclan 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 G 1Aclom 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 G 1Ac1om 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 112BL1ObH 0.097 - 272 1.07 94 76 216 81 0 0 0 0 ­D 11A 0.470 sw 1316 14.65 18 18 237 264 0 0 0 0 C 16B30ad 0.032 0.90 1.75 0 0 0 0 0 0 0 0 C 16B30ad 0.032 0.90 1.75 0 0 0 0 0 0 0 0 F 22Ath 1.358 38.02 0.00 196 24 913 0 484 28 1065 0 F 19A 1lcscp 0.073 1.45 0.93 0 0 0 0 0 0 0 0 61 c) AED a curson -1491 16460 Envelope IossIgain 1903 587 7028 1169D 12 a) Infiltration 180 62 359 124 b) Room won 0 0 0 0 13 Internal gains: Om pants @ 230 0 0 6 138D Appfenoes @ 12 D 1 1210 0 0 Subbtal (fnes 6 to 13) 2083 1849 7387 13184 less external load 0 0 0 0 Less transfer 0 0 0 0 Redisirbution 0 0 0 0 14 S1t#al 2083 1849 7397 13184 15 Oua bads 10% 10% 295 185 10'/0 106 739 1318 Total roan load 1 2291 2034 8125 14502 Air (dn) 1 99 82 352 584 Paw gaw pY AQUA t4 meet all requirement of Manual J 0 €a. N~r-§U t-t-�c--'HC Right -Suite Residential 6.0.101 RSR20596 2007-Apr-04 14:28:03 E:\Files\ENGLE2002\Lot742LBLORSantaBarbara0pt2Opt3\Lot742LBLORSantaBarbara0pt2Opt3.rrp Calc = MJ8 Page 5 V1 rightsoft- Right-J Worksheet Job: SANTA BARBARA ZONE 1 Date: 8/15/03 (rvsd) Del -Air Heating, A/C, and By: VT Refrigeration, Inc. 1 R=nnwe UBRARYBDRM5 CABANA/BATH3 2 15.0 ft 16.0 ft 3 Cposedwal Ceiing height 9.4 ft heaftol 9.4 It heaVood 4 Room drrramas 13.0 x 15.0 ft 6.0 x 9.0 ft 5 Room area 195.0 ft2 54.0 ft' Ty Construction Uualue Or HTM Area (ft2) Load Area (tt') Load r►1. bEl (BhjW-'F) ar P (ft) @bjh) or p (it) (Bluh) Fied Cod Gross N/P/S Fled Cod Gross N/P/S Heel cad 6 VL:G 13A-0ocb 0.148 n 4.14 296 141 119 491 351 66 66 274 195 1Ac1am 1270 n 3556 3293 0 0 0 0 0 0 0 0 G 1Aclom 12M n 35.56 3293 23 0 800 741 0 0 0 0 w 12B-0bry 0.097 n 272 1.69 0 0 0 0 0 0 0 0 11 13Pr4ocb 0.148 a 4.14 296 0 0 0 0 0 0 0 0 1A-clam 1270 a 3556 7595 0 0 0 0 0 0 0 0 G LG 1A-lom 1270 a 3556 94.91 0 0 0 0 0 0 0 0 G 1Aclom 1M a 35.56 94.91 0 0 0 0 0 0 0 0 G 10A-rn 1.670 a 4&76 56.68 0 0 0 0 0 0 0 0 12Bthw 0.097 a 272 1.69 0 0 0 0 0 0 0 0 G tAclom 1270 a 35.56 94.91 0 0 0 0 0 0 0 0 G 1Aclom 1270 a 35.56 7595 0 0 0 0 0 0 0 0 13A4ocb 0.148 s 4.14 296 0 0 0 0 0 0 0 0 G 1Aclom 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 G 1A.clom 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 12BOm 0.097 s 272 1.69 0 0 0 0 0 0 0 0 G 1Aclom 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 G 1Aclom 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 13A4ocb Q148 w 4.14 296 0 0 0 0 85 79 327 234 G 10A-m 1.670 w 46.76 47.30 0 0 0 0 0 0 0 0 G 1Aclom 1270 w 35.56 7595 0 0 0 0 0 0 0 0 G 1Aclomd 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 G IAcIQrd 1770 w 35.56 75.95 0 0 0 0 0 0 0 0 G 1Aclom 1270 w 35.56 7595 0 0 0 0 6 6 213 198 12B401m+v 0.097 w 272 1.69 0 0 0 0 0 0 0 0 G 1Aclom 1270 w 35.56 7595 0 0 0 0 0 0 0 0 G 1Aclom 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 G 1Aclom 1270 w 35.56 7595 0 0 0 0 0 0 0 0 12B )bw 0.097 - 272 1.07 0 0 0 0 0 0 0 0 11A0 0.470 sw 1al6 14.66 0 0 0 0 0 0 0 0 C 16B30ad 0.032 0.90 1.75 0 0 0 0 0 0 0 0 C 16B30ad 0.032 0.90 1.75 0 0 0 0 0 0 0 0 F 22A oh 1.358 38.02 0.00 195 15 570 0 54 16 608 0 F 19A-1lcscp 0.073 - 1.45 0.93 0 0 0 0 0 0 0 0 6 c)AED....ion -131 1210 Emelopebss/gain 1862 961 1423 837 12 a) Intibation 193 66 206 71 b) Room venfton 0 0 0 0 13 Internal gairm 0oa>pants @ mo 0 0 0 0 Appliances @ 12M 1 600 0 0 Sublod (tines 6 to 13) 2054 1627 1629 908 Less edw*d load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 SubbFal 2054 16D 1629 908 15 Ductloads 10% 1N. 295 163 10% 1No 163 91 Total roam load 2260 1790 1792 999 Ai regwed (cfm) 9B 72 78 40 Nntout off fled by ACCA to meet all requirements of Manual J 8th Ed. Right-Suite Residential 6.0.101 RSR20596 2007-Apr-04 14:28:03 AC� EAFiles\ENGLE2002\Lot742LBLORSanta Barba ra0pt2Opt3\Lot742LBLORSanta Barbara Opl2Opt3.rrp Calc = MJ8 Page 6 wright oft:- Right-1 Worksheet Job: SANTA BARBARA ZONE 1 Date: 8/15103 (rvsd) Del -Air Heating, A/C, and By: VT Refrigeration, Inc. 1 Rarnirane NOCK 2 3 Famed wal Ceivg height 23.0 ft 9.4 ft heatl000l 4 5 Roan cinalsals Roorn area 120 x 11.0 ft 1320 ft' Ty C� U_Va Or HTM m Area Area load � (�h�°� (B� orP (ft) ( ) Find Cad Gross N/P/S Heat Cad Grass N/P/S Heat Cod 6 VL:G M.4Oc 1344acb 0.148 n 4.14 296 0 0 0 0 G w 1 1Aclom 12&Chw 1270 1270 0.097 n n n 35.56 35.56 272 3293 3293 1.69 0 0 0 0 0 0 0 0 0 0 0 0 11 G 13A4ocb 1Aclom 0.148 1270 a a 4.14 35.56 296 75.95 0 0 0 0 0 0 0 0 G 1Aclom 1270 a 3556 94.91 0 0 0 0 G G 1Aclom 10A-m 1270 1.670 a a 3556 46.76 94.91 56.68 0 0 0 0 0 0 0 0 G 12Baw tAclom 0.097 1270 a a 272 35.56 1.69 94.91 0 0 0 0 0 0 0 0 G 1Aclom 1270 a 35.56 75.95 0 0 0 0 G VI=G 13A4ocb lAclom 0.148 1270 s s 4.14 35.56 296 36.35 103 0 67 0 278 0 198 0 1Ac1on 12B-Uw 1270 Q097 s s 35.56 272 36.35 1.69 36 0 0 0 1290 0 1309 0 G 1Aclam 1270 s 35.56 36.35 0 0 0 0 G lAclon 13/4ocb 1270 0.148 s w 35.56 4.14 36.35 296 0 113 0 77 0 319 0 228 G 1QA m 1Ac1on 1.670 1270 w w 46.76 35.56 47.30 7595 0 35 0 0 0 129D 0 2734 G G lAclamd 1270 w 35.56 75.95 0 0 0 0 G G 1Aclamd 1Adom 12B4 bw 1Aclom 1270 1270 0.097 1270 w w w w 35.56 35.56 272 35.56 75.95 75.95 1.69 75.95 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G T=_G G 1Aclom 1270 w 35.56 75.95 0 0 0 0 1-1311A0 1Adom 12BLl- 1270 0.097 w 3556 272 75.95 1.07 0 0 0 0 0 0 0 0 16B,10ad 0.470 0.032 sw 13.16 0.90 14.66 1.75 0 0 0 0 0 0 0 0 C C 16B.30ad 0.032 - 0.90 1.75 0 0 0 0 F F 22A-bh 19A-1lcscp 1.358 0.073 38.02 1.45 0.00 0.93 132 0 23 0 875 0 0 0 6 c)AEDexaision 377 ewebPe lossbah 4032 4846 12 a) InRtralion 295 102 b) Room won 0 0 13 Internal gains: O=Va tts @ 230 0 0 Appian- @ 120D 0 0 Subaal ftes 6 to 13) 430 4998 Less ererrel bad 0 0 Less bwder Reclistrilbitior 0 0 0 0 14 15 Sci)bFal Dudbads 10"/6 101% 4327 433 4M 4% Total morn load Air required (&n) 47% 206 5443 219 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite Residential 6.0.101 RSR20596 2007-Apr-04 14:28:03 E:\Files\ENGLE2002\Lot742LBLORSantaBarbara0pt2Opt3\Lot742LBL0RSantaBarbaraOpt2Opl3.rrp Calc = MJ8 Page 7 Notes: OFT 2 - MASTER TRAY CEILING •' •• : iE 'O'• GARAGELEFT E• ,a^ i 1�itin�y..��.a^ < �� Desd n: nformation . . Wean,er. Orlando, Ft, US Winter Design Conditions Outside db Inside db Design TD. Summer Design Conditions 42 OF Outside db 70 OF Inside db 28 OF Design TD Daily range Relative humidity Moisture difference Heating Summary Structure 12992 Btuh Ducts B vent (38 dim) 11669 9 Btuh Humidfication 0 Btuh Filing 0 Btuh Equipment bad 15460 Btuh Method Construction quality Fireplaces Area (ft� Volume (ft� Air cha eslhour Equiv. AVF (dim) Infiltration Simplified Average 0 Heating Cooling 12296 12296 0.3 0. 63 34 Heating Equipment Summary Make LBVNOX Trade Model Efficiency 82 HSPF eating input F ti output 0 Btuh @ 47°F Temperature rise 0 OF Actual air flow 1000 cfm Air flow factor 0.070 cfm/Btuh Static pressure 0.30 i1 H2O Space thermostat 93 OF 75 OF 118 OF 44 0 grAb Sensible Cooling Equipment Load Sizing Structure 18333 Btuh Cucts 1833 enCentral vend (38 dm) 752 B h C Blower 0 Btuh Use manufacturer's data yy Ratelswing multiplier 1.00 Equipment sensble bad 20918 Btuh Latent Cooling Equipment Load Sizing Structure 1394 Btuh Ducts 1Btuh Central vent (38 dim) 112277 Btuh Equpxrlerd latent bad 3824 Btuh Equipment iota! bad 24742 Btuh Req. total capacity at 0.80 SHR 2.2 ton Cooling Equipment Summary Make LENNNC Trade Card Cod Efficiency 14 EER Sensible cooling 23200 Btuh Latent coding 5800 Btuh Total cooling 29000 Btuh Actual air flow 1000 cfm Air flow factor 0.050 dnBtuh Static pressure 0.30 in H2O Load sensible heat ratio 0.85 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Y--_ vvrig tS(Dt Right -Suite Residential 6.0.101 RSR20596 2007-Apr-04 14:28:03 AGC€+ E:\Files\ENGLE2002\Lot742LBLORSantaBarbara0pt2Opt3\Lot742LBLORSantaBarbaraOpt2Opt3.rrp Calc = MJ8 Page 3 . } wrl hts�oft" Duct System Summary Job: SANTA BARBARA t �,<;,. ZONE 2 Br• ate: vT5/03 (rvsd) Del Air Heating, A/C, and Refrigeration, Inc. External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) '' e RL Project$ Informatloin _TZ � ; Heating Cooling 0.30 n H2O 0.30 n H2O 0.06 in H2O 0.06 in H2O 0.24 in H2O 024 in H2O 0.12/0.12 nF120 0.12/0.12 nH2O 0.706 in/100ft 0.706 in/1ON 1000 cfm 1000 cfm 101m i ., SuppiyBranch DetallTable.: NaTle Design (Btuh) Htg (chn) Clg (dm) Design FIR Diam (in) Red S¢e (In) Dud Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BDRM2 h 2449 171 157 1.000 7 Ox0 VIFx 24.0 0.0 2 BDRM2-A h 100 7 5 0.889 4 NO VIFx 27.0 0.0 2 OPEN TO FOYER c 1053 50 52 1.091 4 Ox0 VIFX 22.0 0.0 2 BDRM4 h 2326 163 153 1.000 7 Ox 0 MR 24.0 0.0 1 BDRM4.-A h 100 7 5 0.923 4 0x0 VIFx 26.0 0.0 1 MSTR BATH/WIC h 3147 220 165 0.706 8 Ox 0 VIFx 34.0 0.0- 1 MSTR BATH/WIC-B h 100 7 5 0.727 4 Ox0 VIFX 33.0 0.0 1 MSTR BATH/WIC-C h 100 7 5 0.774 4 Ox0 MR 31.0 0.0 1 MSTR BATH/WIC-A h 100 7 5 0.828 4 OxO VIFx 29.0 0.0 1 MSTR BDRM C 5233 176 259 1.143 9 Ox0 VIFx 21.0 0.0 1 BATH2 c 846 37 42 1.043 4 Ox 0 VIFx 23.0 0.0 2 BDRM3 c 2865 141 142 0.889 7 Ox0 VIFx 27.0 0.0 2 BDRM3-A h 100 7 5 0.828 4 Ox0 MR 29.0 0.0 2 -� s an d a �irrWSupplyTrunk DetaliTable� , Trunk Htg Clg Design Veloc Dram Red Dud Duct t3Tie Type (dm) (cfm) FIR (ipm) (in) Size (in) Material Trunk 1 Peak AVF 1000 1000 0.706 566 18 0 x 0 VnlFb( 2 Peak AVF 413 403 0.828 526 12 0 x 0 VnlFtx 1 vvrig htSaft Right -Suite Residential 6.0.101 RSR20596 2007-Apr-04 14:28:29 ACa E:\Files\ENGLE2002\Lot742LBLORSantaBarbaraOpt2Opt3\Lot742LBLORSantaBarbaraOpt20pt3.rrp Calc = M.18 Page 2 • •Indoor: Heating Cooling Orlando, ••• tempeCF)rature / 75 ..•• Latitude:• i • , ' Outdoor: Heating Cooling Moisture difference (grAb) 1.1 43.6 Dry • • •3 Infiltration: D.Irdnge Met • • CF) • • • • • Test fogAde uate.°Exosuce}Dlversl 16, 14, 4, 2, Hourly Glazing Load 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day / Hourty Average AED limit Maximum hourly glazing load exceeds average by 35.0%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 557 Btuh (PFG-1.3*AFG) vvvilg'htSCDft Right -Suite Residential 6.0.101 RSR20596 2007-Apr-04 14:28:03 ACCK E:\Files\ENGLE2002\Lot742LBLORSantaBarbaraOpt2Opt3\Lot742LBLORSantaBarbaraOpt2Opt3.rrp Calc = MJ8 Page 3 III wreghtsof- '4*! ,.w. Righter Worksheet ZONE 2 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 8115103 (rvsd) By: VT 1 Pcxm rum ZONE BDRM2 2 Exposed wal 174.0 ft 33.0 ft 8.1 ft 8.1 ft heatbod 4 Roan cinamors 18.0 x 13.0 ft 5 Roan arm 1518.0 ft' 234.0 ft' Ty Unstnxtion Lkek a Or HTM Area (M tad nrrba I (B jW-TF) (Bb� or P (ft) pluh) opt (ft) W) Heat Cod Gross N/P/S Heat Cod Gras N/P/S Meat Cod 6 13k4ocb 0.148 n 4.14 296 0 0 0 0 0 0 0 0 G 1A4C1om 1270 n 35.56 3293 0 0 0 0 0 0 0 0 G 1Aclom 1270 n 35.56 3293 0 0 0 0 0 0 0 0 w 12B-Ob✓v 0.097 n 272 1.69 300 300 815 506 154 154 418 290 11 1344ocb 0.148 a 4.14 296 0 0 0 0 0 0 0 0 G 1Aclom 1270 a 35.56 7595 0 0 0 0 0 0 0 0 G 1Ac1an 1270 a 35.56 94.91 0 0 0 0 0 0 0 0 G 1Aclon 1270 a 35.56 94.91 0 0 0 0 0 0 0 0 G 1OA-m 1.670 a 46.76 56.68 0 0 0 0 0 0 0 0 126 a- 0.097 a 272 1.69 405 336 913 567 113 83 225 - 140 G 1Aclom 1270 a 35.56 94.91 9 1 329 794 0 0 0 0 G tAclom 1270 a 35.56 7595 60 7 2134 4245 30 4 1067 2123 1344ocb 0.148 s 4.14 296 0 0 0 0 0 0 0 0 G IAclom 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 G 1Adom 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 12B40b✓v 0.097 s 272 1.69 308 287 78D 485 0 0 0 0 G 1Adom 1270 s 35.56 36.35 5 5 166 153 0 0 0 0 G 1Adom 1270 s 35.56 36.35 16 16 569 527 0 0 0 0 13M4ocb 0.148 w 4.14 296 0 0 0 0 0 0 0 0 G 1OA-m 1.670 w 4876 47.3D 0 0 0 0 0 0 0 0 G 1Adon 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 G 1A(land 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 G 1Aclomd 1270 w 35b6 7595 0 0 0 0 0 0 0 0 G 1Aclom 1270 w 35.56 7595 0 0 0 0 0 0 0 0 'E_1213-0bav 0.097 w 272 1.69 397 315 856 532 0 0 0 0 G 1Ac1am 1270 w 35.56 7a95 16 2 569 1111 0 0 0 0 G 1Aclom 1270 w 35.56 7595 60 7 2134 4245 0 0 0 0 G 1A don 1270 w 35.56 75.95 6 1 213 404 0 0 0 0 12BObav 0.097 - 272 1.07 0 0 0 0 0 0 0 0 D 11P0 0.470 sw 1316 14.66 0 0 0 0 0 0 0 0 C 16B30ad 0.032 0.90 1.75 1518 1518 136D 2557 234 234 210 410 C 16B30ad 0.032 - 0.90 1.75 232 232 208 406 36 36 32 63 F 22A-bh 1.358 38.02 0.00 0 0 0 0 0 0 0 0 F 19A-11cscp 0.073 1.45 0.93 21 0 30 20 0 0 0 0 6 c) AED a cursion 557 _156 Envelope lossbain 11066 17210 1952 2939 12 a) Infiltration 1926 663 365 126 b) Room vwga5on 0 0 0 0 13 Inbrnd gaits: Oaupanis @ 230 2 460 0 0 Appliances @ 120D 0 0 0 0 Sublod (lines 6 b 13) 12592 18333 2317 2965 Less exwtalload 0 0 0 0 Less transfer 0 0 0 0 Redatbubon 0 0 0 0 14 Slbblal 12992 18333 2317 2965 15 Dud beds 10% 10'/0 1299 1833 10°/6 10% 232 295 Total room load 11000 2. Alr -*ed (chn) 10DO 78 162 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite Residential 6.0.101 RSR20596 2007-Apr-04 14:28:03 ' � E:IFilesIENGLE20021Lot742LBLORSantaBarbaraOpt2opt31Lot742LBLORSantaBarbara0pt2Opt3.rrp Call: = MJ8 Page 8 wrightsoft- .,..:.,,r.. Right,J Worksheet ZONE 2 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 8115/03 (rvsd) By: VT 1 Roan rare OPEN TO FOYER BDRM4 2 Exposedwal 7.0 ft 30.0 ft 3 Ceing height 8.1 ft heatbool 8.1 ft heel/mcl 4 Roam dir>arsors 13.0 x 7.0 ft 17.0 x 13.0 ft 5 Room am 91.0 ft° 221.0 ft' Ty Construction 11 value Or HTM Area (M Load Area (M lad nnba (BtLjW'F) (B ar pe rreter (ft) (Bt h) or pa►neler (ft) (BWh) Heat Cod Gross NIPS Heat Cal Gross N/P/S Hed Cod 6 13A-0od1 O. n 4.14 296 0 0 0 0 0 0 0 0 G 1Actam 1270 n 35.56 3293 0 0 0 0 0 0 0 0 G 1Aclom 1270 n 35.56 3293 0 0 0 0 0 0 0 0 w 1213-01>ry 0.097 n 272 1.69 0 0 0 0 0 0 0 0 11 13AAocb 0.148 a 4.14 296 0 0 0 0 0 0 0 0 G tAclom 1270 a 35.56 75.95 0 0 0 0 0 0 0 0 G 1Ac1om 1270 a 35.56 94.91 0 0 0 0 0 0 0 0 G 1Adorn 1270 a 35.56 94.91 0 0 0 0 0 0 0 0 G 10A-m 1.670 a 46.76 56M 0 0 0 0 0 0 0 0 1230am 0.097 a 272 1.69 57 48 130 81 138 108 293 182 G 1Aclam 1270 a 35.56 94.91 9 1 320 794 0 0 0 0 G 1Ac1om 1270 a 35.56 75.95 0 0 0 0 30 4 1057 2123 13A4ocb 0.148 s 4.14 296 0 0 0 0 0 0 0 0 G 1Adom 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 G 1Aclorn 1270 s 35.56 3635 0 0 0 0 0 0 0 0 12B-Mw 0.097 s 272 1.69 0 0 0 0 105 105 295 177 G 1Aclom 1270 s 35.55 36.35 0 0 0 0 0 0 0 0 G 1Aclom 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 13A-0orb 0.148 w 4.14 296 0 0 0 0 0 0 0 0 G 10A-m 1.670 w 4676 47.30 0 0 0 0 0 0 0 0 G 1Aclom 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 G 1Aclamd 1270 w 3556 75.95 0 0 0 0 0 0 0 0 G 1Ackrrd 1270 w 35.56 7595 0 0 0 0 0 0 0 0 G 1Ac1om 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 lZ b y 0.097 w 272 1.69 0 0 0 0 0 0 0 0 G 1Aclarn 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 G %Llarn 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 G 1Adom 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 1213a w 0.097 - 272 1.07 0 0 0 0 0 0 0 0 D 11AD 0.470 sw 1316 14.66 0 0 0 0 0 0 0 0 C 161330ad 0.032 0.90 1.75 91 91 82 159 221 221 198 397 C 16B,10ad 0.032 0.90 1.75 14 14 13 25 34 34 30 60 F 22A§rh 1.358 3802 0.00 0 0 0 0 0 0 0 0 F 19A-11cscp 0.073 1.45 0.93 21 0 3D 20 0 0 0 0 6 c)AEDemmin -148 -143 Erm* pe bssklan 575 930 1874 2785 12 a) Infiltration 78 27 332 114 b) Room ven9aticn 0 0 0 0 13 Internal gairw 0oa4Xat5 @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subbtal (fees 6 b 13) 653 957 2206 2999 Less ederrtal load 0 0 0 0 Less transfer 0 0 0 0 Redstriwtion 0 0 0 0 14 b1&W Gm 967 2206 2999 151 Dud bads 101/o 1No 65 95 11% 10'/o 221 290 Total roam bad 718 1053 242, 3189 Ai required (dm) 50 52 170 158 Printout oeriified by ACCA to meet all requirements of Manual J 8th Ed. Right-Suite Residential 6.0.101 RSR20596 2007-Apr-04 14:28:03 ! ` E:\Files\ENGLE2002\Lot742LBLORSantaBarbara0pt2Opt3\Lot742LBLORSantaBarbara0pt2Opt3.rrp Calc = MJ8 Page 9 Wrightsoft- :,,.,- Right-J Worksheet ZONE 2 Del -Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 8116103 (rvsd) By: VT 1 Fmm1 rat MSTR BATFWUC MM BDRM 2 posed wal 49.0 ft 18.0 ft 3 C Cefrng height 8.1 ft heaftol 8.1 ft heaV000l 4 Rarnrfna>sars 12.0 x 25.0 ft 18.0 x 20.0 ft 5 Room area 300.0 ft' 360.0 ft2 Ty cznstrtictan U makie Cr HTM Area (i) Und Area (ft) Lid nnba (BbuW-°F) (81uh41T) Cr Pab-e- (ft) (Bkh) Cr PeriT'eler (ft) (Btuh) FiEd Cod Gross NIPS Fled Cod Gross WP/S Fled Cad 6 13A 4ocb 0.148 n 4.14 296 0 0 0 0 0 0 0 0 G 1A-clam 1Z70 n 35.56 3293 0 0 0 0 0 0 0 0 G 1Aclom 1Z70 n 35.56 3293 0 0 0 0 0 0 0 0 w 12Bdbav 0.097 n 272 1.69 0 0 0 0 0 0 0 0 11 13A4ocb 0.148 a 4.14 296 0 0 0 0 0 0 0 0 G 1Aclom 1Z70 a 35.56 7a95 0 0 0 0 0 0 0 0 G 1Aclom 1ZM a 35.56 94.91 0 0 0 0 0 0 0 0 G 1Ac1am 1270 a 35.56 94.91 0 0 0 0 0 0 0 0 G 10Am 1.670 a 4676 %68 0 0 0 0 0 0 0 0 12B0ba 0.097 a 272 1.69 97 97 263 164 0 0 0 0 G 1Aclom 1270 a 35.56 94.91 0 0 0 0 0 0 0 0 G 1Aclom 1270 a 3556 7595 0 0 0 0 0 0 0 0 13A-00cb 0.148 s 4.14 296 0 0 0 0 0 0 0 0 G 1Aclom 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 G 1Aclom 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 12BObry 0.097 s 272 1.69 203 162 495 308 0 0 0 0 G IA -clam 1270 s 35.56 36.35 5 5 166 153 0 0 0 0 G 1Ac1am 1270 s 35.56 36.35 16 16 569 527 0 0 0 0 13A-0ocb 0.148 w 4.14 296 0 0 0 0 0 0 0 0 G 10Afn IIHM w 46.76 47.30 0 0 0 0 0 0 0 0 G 1Ac10m 1270 w 35.56 M95 0 0 0 0 0 0 0 0 G 1Aclamd 1270 w 35.56 7595 0 0 0 0 0 0 0 0 G tAclomd 1270 w 35.56 7595 0 0 0 0 0 0 0 0 G 1Ac1am 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 by 0.097 w 272 1.69 97 81 ZD 137 w106 288 179 G 1Aclam 1270 w 35.56 7595 16 2 569 1111 0 0 0 0 G �EZ 1Aclom 1270 w 35.56 7595 0 0 0 0 40 5 1422 2830 G 1Aclom 1270 w 35.56 7595 0 0 0 0 0 0 0 0 D 12BZbov 0.097 - 272 1.07 0 0 0 0 0 0 0 0 1 w 0.470 sw 1316 14.66 0 0 0 0 0 0 0 0 C 16B30ad 0.032 0.90 1.75 300 300 259 525 360 360 323 630 C 16B30ad 0.032 0.90 1.75 45 45 40 79 55 55 49 96 F 22A-bh 1.358 3802 0.00 0 0 0 0 0 0 0 0 F 19A-11cscp 0.073 - 1.45 0.93 0 0 0 0 0 0 0 0 6 c)AEDexarsion -130 723 Er -lope Io-s an 2591 2973 2OB2 4459 12 a) Inftation 542 187 199 69 b) Roam vertTalicxt 0 0 0 0 13 Int rtrrd gars. 0-*Ont @ 2M 1 230 1 230 A00artces @ 1200 0 0 0 0 Subbtal (Tines 6 b 13) 3134 3290 2282 4757 Less ad: rd load 0 0 0 0 Less bander 0 0 0 0 Reclisnbubon 0 0 0 0 14 SubDW 3134 3290 2282 4757 15 Dudloads 10% IWo 313 329 10% 10% 22B 476 Total room bad 3447 3619 2510 5233 AF-pffed(dm) 241 179 176 259 Printout certified by ACCA to meet all requirements of Manual J 8th Pd. XA/T-Icj►-11:McDflr Right -Suite Residential 6.0.101 RSR20596 2007-Apr-04 14:28:03 ►� EAFiles\ENGLE2002tLot742LBLQRSantaBarbara Opt2opt31074,2LBLQf19PnlogorkroQp134p13rip 6@Ic = WO P@g@ 10 di -,wrngh fr- Right-J Worksheet Job: SANTA BARBARA to- - ZONE 2 Date: 8115103 (rvsd) Del -Air Heating, A/C, and By: VT Refrigeration, Inc. 1 Rcorn rune BATH2 BDRM3 posed 6.0 R 31.0 ft 3 eking 8.1 R heabbod 8.1 ft heaE6od 4 Reran dntetsas 6.0 x 13.0 ft 13.0 x 18.0 It 5 Root am 78.0 ft' 234.0 ft Ty Construction U-value Cr HTM Area (its Loaf Area Load nrrima (BtuhAlz"F) Cr pert-1 r (ft) (Btrh) Cr W►neler (ft) (Btrrh) Heat Cod Gross N/P/S Fed Cad Gross N/P/S Het Cod 6 13A4ab 0.148 n 4.14 296 0 0 0 0 0 0 0 0 G 1Aclom 1270 n 3556 32-93 0 0 0 0 0 0 0 0 G 1Aclom 1270 n 3556 32.93 0 0 0 0 0 0 0 0 w 12B0brr 0.097 n 272 1.69 0 0 0 0 146 146 397 246 11 13/44orb 0.148 a 4.14 296 0 0 0 0 0 0 0 0 G 1Aclom 1270 a 35.56 75.95 0 0 0 0 0 0 0 0 G 1Ac1arn 1270 a 35.56 94.91 0 0 0 0 0 0 0 0 G 1Aclon 1270 a 35.56 94.91 0 0 0 0 0 0 0 0 G 10A-m 1.670 a 4676 56.68 0 0 0 0 0 0 0 0 VL12BUbv 41om 0.097 a 272 1.69 0 0 0 0 0 0 0 0 1A 1270 a 35.56 94.91 0 0 0 0 0 0 0 0 :G G 1Ac1am 1270 a 3556 75.95 0 0 0 0 0 0 0 0 13A-0 0.148 s 4.14 296 0 0 0 0 0 0 0 0 G 1Adom 1270 s 35.56 3535 0 0 0 0 0 0 0 0 G %c1om 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 12B@aa 0.097 s 272 1.69 0 0 0 0 0 0 0 0 G 1Ac1om 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 G 1Aclom 1270 s 35.56 36.35 0 0 0 0 0 0 0 0 13A4ocb Q148 w 4.14 296 0 0 0 0 0 0 0 0 G 10A-m 1.670 w 46.76 47.30 0 0 0 0 0 0 0 0 G lArdom 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 G lAc1omd 1270 w 35.56 7595 0 0 0 0 0 0 0 0 G 1Acland 1270 w 35.56 7595 0 0 0 0 0 0 0 0 G 1Ac1am 1270 w 35.56 75.95 0 0 0 0 0 0 0 0 w 12B-MN 0.097 w 272 1.69 49 43 117 73 105 85 231 143 G lArdom 1270 w 35.56 7595 0 0 0 0 0 0 0 0 �__G G 1A-dom 1270 w 35.56 7595 0 0 0 0 20 2 711 1415 IA-lom 1270 w 35.56 75.95 6 1 213 404 0 0 0 0 PL D 126-0bv 0.097 - 272 1.07 0 0 0 0 0 0 0 0 11A0 0470 sw 1316 14.66 0 0 0 0 0 0 0 0 C 16B,10ad 0.032 0.90 1.75 78 78 70 137 234 234 210 410 C 161330ad 0.032 0.90 1.75 12 12 11 21 36 36 32 63 F 22Afih 1.358 3802 0.00 0 0 0 0 0 0 0 0 F 19A-11cscp 0.0m 1.45 0.93 0 0 0 0 0 0 0 0 6 c)AEDexcusio 112 300 Ermelope loss/gain 411 746 1581 2578 12 a) Infiltration 67 23 343 118 b) Room elation 0 0 0 0 13 Internal gains: Cmpatis @ 230 0 0 0 0 AppTianoes @ 12M 0 0 0 0 SubW (fnes 6 to 13) 478 769 1 Ian 2696 Less edwA load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Sublod 478 769 1923 2696 15 Duct bads 10'/u 10'/0 48 77 101/0 10% 192 270 Total room load 525 846 2116 2965 AV regcmed (rfm) 37 42 148 147 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite Residential 6.0.101 RSR20596 2007-Apr-04 14:28:03 E:\Files\ENGLE2002\Lot742LBL OR Santa BarbaraOpt20pt3\Lot742LBLORSanta Barbara Opt20pt3.rrp Calc = MJ8 Page 11 + wrightsooft� Load Multizone Summary Report M."i0= 4" Del Air Heating, A/C, and Refrigeration, Inc. Job: SANTA BARBARA Date: 8/15103 (rvsd) By: VT f Y P C awfra,b' € �� N 4E°�S"'}`F ��lnfiltratlon - kYW Summa w=� HmfingAVF • I HTMM. ROOM NAME Area ft' Htg load Btuh Clg load Btuh Htg AVF Cfm Clg AVF Cfm LIVING 208 33105 3784 237 152 DINING/FOYER 252 33105 4828 249 194 LAUNDRY 128 33105 1396 82 56 KITCHEN 196 33105 2034 99 82 FAMILY 484 33105 14502 352 584 LIBRARY/BDRM5 195 33105 1790 98 72 CABANA/BATH3 54 33105 999 78 40 NOOK 132 33105 5443 206 219 ZONE 1 1649 33105 34774 1400 1400 BDRM2 234 15460 3261 178 162 OPEN TO FOYER 91 15460 1053 50 52 BDRM4 221 15460 3189 170 158 MSTR BATH/WIC 300 15460 3619 241 179 MSTR BDRM 360 15460 5233 176 259 BATH2 78 15460 846 37 42 BDRM3 234 15460 2965 148 147 ZONE 2 1518 15460 20166 1000 1000 Entire House 3167 46629 54940 2400 2400 ,L WrightSoft Right -Suite Residential 6.0.101 RSR20596 2007-Apr-04 14:28:03 , E;\Files\ENGLE2002\Lot742LBLORSantaBarbara0pt20Pt3\Lot742LBLORSantaBarbera0pt2Opt3.rrp Calo = WO Page 1 • " 4" bath duct to roof cap w/fan-light Nutone 763.RLNB 2s ton a/IOkw eVDv fph 18x10 Alen plutForn by bldr 3" bath duct to roof cap w/fan Nutone 696RNB 510013 Gm0D3z 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL >- i.. cnmU F— z 0 -> O w w rrj o Q N d ►r] U Cy 0t7 t- > a Q a w 0 > �o Boa Ld wa a Z of ~ near Fop! u� CD Of (n Q 160 5F ma rtaaR wrl+a Q „oe w U)O w m J I I �m�0 (n r� Q J w CV R001I f2SiIB W � 0 Ir- CD N J 00 w0r© rn> Rating z 0 r Of w - > 0 -J z � m z F— Q CCLCCL/IBI CONSULTANTS, INC. CCL AUTHORIZATION #LB5610 IBI ENGINEERS SURVEYORS PLANNERS 2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL 33064 (954) 974-2200 A DIVISION OF THE IBI GROUP POMPANO BEACH ORLANDO TAMPA WWW.CCL-POMPANO.COM JUPITER 1 ICI 1■ WWW.CCL-ORLANDO.COM A DIVISION OF THE IS/ GROUP (� I E I V GLE KAY' S LANDING PHASE 2 N OFFICE E.�". NATIONAL FLOOD INSURANCE ITY PROGRAM BEARING BASED ON THE WEST LINE OF THE 120294 PANELCOMMUNNUMBERBER MAP NORTHEAST 1/4 OF SECTION 34, TOWNSHIP 19 1211720040E SOUTH, RANGE 3, SEMINOLE COUNTY FLORIDA, 05/17/1 95 . °�^� FLOOD ZONE BEING S 00 14'40o E,ASTAN ASSUMED MERIDIAN �" _ L E G E N D R- RADIUS L- L- ARC DISTANCE 0INDICATES 5A/8"(([RO))N�� ROD SET WITH NUMBER B' 5610 CENTRAL ANGLE A/C -AIR CONDITIONER SLAB CENSED BIRCUSIL, UNLESS OTHERWISE NOTED SS L.B.&D a CENTERLINE E. DRAINAGE EASEMENT SET NAIL AND DISC L.B. 5610 PC PC = POINT OF CURVATURE - POINT OF COMPOUND CURVATURE L.M.E. = LAKE MAINTENANCE EASEMENT PI = POINT OF U,E. = UTILITY EASEMENT PRC = POINT OFINREVERSEIOUF F.F. - FINISH FLOOR CATV. - CABLE TV FHYD = FIRE HYDRANT L.P. = LIGHT POLE W.M. - WATER METER ELEC. = ELECTRIC SERVICE WV. = WATER VALVE PT = POINT OF TANGENCY OT 0 = PROPOSED ELEVATION S 89'47'1 " LOCATION SKETCH (NOT TO SCALE) SCALE: 1" = 30' ' 25' I� Z 8 E 117.73' 1N 26.3I O 5' B.S. N'l — — Ale-MD--K _ _ _ Lit r, 21.33' O ----- I _ 58.08_------- 31.00' N 3 >n M � MODEL: 'SANTA BARBIM cARq ll" °' � � ELEVATION "1 " �= 7.95 --_- (50.00' --------- x 52.33) 16.00' 2031tsq.ft. ---I TRA 0 r D F.F. EL. 34.90 W Iv W2.PO' I LOT 97 q W W� W b g U 502.00 I B OD j57.55- - - ---- --- D.E. 136.85 33.7 S 803036„ W 34.3 Ci 1 : 1 32.1 33.3 A--9'42'05" c tin T� � � o I V 25. L 0 r 96 R=325.00' \ L= 55.03' CHORD BEARING=SO4'38'21 "E CHORD=54.96 \ \ NOTE: LEGAL DESCRIPTION.BUILDING WILL BE STAKED AS SHOWN AREA -TABULATION _-- LOT - 9,107ts0.FT Lot 97, /Cay's Landing, Phase 2, according to the Plat thereof, as recorded in Plot Book 69, at Page 43-44, of the Public Records, Seminole County, Florida. Q0 NOTES: (SKETCH AND LEGAL ONLY, NOT A SURVEY) Q0 I. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED DRAWING, SKETCH, PLAT OR MAP 1S FOR INFORMATIONAL BY CCL CONSI/LTANTS INC FOR EASEMENTS AND RIGHTS C- PURPOSES ONLY AND IS NOT VALID. ADDITIONS OR DELE77ON5 Q, WA OF RECOPD, TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN 3. DATA CHO`11Y HERc_ON 'WAS COMPILED FROM OTHER INSTRUMEV S AND DOES NOT•^DESTITUTE A FIELD SURVEY fJ V' La OF THE SIGNING PARTY OR PARTIES ASUCh;" REVISIONS: DATE: BY: ii z PLOT PLAN 3/19/07 JAM Ruled D W. HE„R P.L.S. PROFESSIONAL SURVEYOR qna RA/TPPER #4907 STATE OF FLORIDA DATE OF SKETC51- 'DRAWN, CHECKED FIELD 3/19/07 Jay JAM BY RWH BOOK NIA Index Page 1 of 1 Pesmit;Ntirrber. Lot Number: IV)sceilaneous: Address: Th6 information in this box is for administrative purposes only and is not part of gine review. Truss Fabricator:EAST COAST LUMBER- PLANT #1 Job Reference:SB12CFL - ENGLE/SB12CFL/M#OFFICE4153/FLOORII BOBBINS P.O. Box IL 3368 Engineering Index Sheet Tampa, FL 33682-0055 ENGINEERING, INC. Phone: (813) 972-1135 Index Page 1 of 1 Job Number Date FBC - 2004 Chapter 16 and 23, Specification Quantity T06030424 03/06/2006 24 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 responslbllty of the Building Designer, as defined in ANSI/TPI 1-1995, Section 2.2. Permanent files of the original Truss Speclficstlon 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 1 103/06/061 FG15 5 1 03/06/06 FT1 9 103/06/061 FT4 13 103/06/061 FT7 17 103/06/0617TTTT 21 103/06/061 FT16 Date Mark 2 03/06/06 FG17 6 03/06/06 FT2 10 [03/06/061 FT4A �4 03/06/06 FTB 18 103/06/06 FT12 22 103/06/06T FT18 Date , Mark 3 03/06/06 F620 7 103/06/061 FT3 11 103/06/061 FTS 15 03/06/06 FT99 19 o--- 06 FT13 23 103/06/061 FT19 Date Mark 4 03/06/06 FG21 8 103106/061 FT3A 12 103/06/061 FT6 16 103/06/061 FT10 20 03/06/06 FT14 24 103/06/061 FT23 Standard Loadin T.0 Live 40 psf T.0 Dead 10 psf B.0 Live 0 psf B.C. Dead 5 psf Total 55 psf Notes: Refer to individual truss design drawings for special loading conditions. Truss Design Engineer: Philip J. O'Regan License #: 58126 Address: P.O. Box 280055, Tampa, FL 33682 • Q; �\rENS�;•.'� * ; No. 58126 N a Date Sealed: Index Page 1 of 1 Permit Number: Lot Number: Miscellaneous: Address: The information in this box is for administrative purposes only and is not part of the engineering review. Truss Fabricator.EAST COAST LUMBER- PLANT#1 Job Reference:SB12CLR - ENGLE/SB12CLR/M#4153/LO-TRUSS BOBBINS T.O. BoxFL3365 Engineering Index Sheet ampa, FL 33682-0055 ENGINEERING, INC. Phone: (813) 972-1135 Index Page 1 of 1 Job Number Date FBC - 2004 Chapter 16 and 23 Specification Quantity T06030404 03/03/2006 12 A Professional Engineer's seal affixed to this Index Sheet indicates the acceptance of Professional Engineering responsibilities for Individual truss components fabricated in accordance with the listed and attached Truss Specification Sheets. Determination as to the suitability of these individual truss components for any structure is the responsibllty of the Building Designer, as defined in ANSI/T I 1-1995, Section 2.2. Permanent files of the original Truss Speclficstion SSheet 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 03/03/06 H15 5 03/03/06 M21 9 103/031061 GE22 Date Mark r- 2 0310310 H 16 F-6—T03/03/061 G23 10 03/03/06 M24 Date Mark 3 03/03/06 T19 7 03/03/06 H25 11 03/03/06 MV7 Date Mark 4 03/03/06 G20 8 03/o3/06 H26 12 103/03/061 V4 Standard Loadina: T.C. Live 20 psf T.0 Dead 15 psf B.0 Live 0 psf B.C. Dead 5 psf Total 40 psf ANSI/ASCE 7-02 Wind Speed - 120 mph Mean Roof Ht. - 15 ft. Exposure Catergory - B Occupancy Factor- 1.00 MWFRS Enclosed Notes: Refer to individual truss design drawings for special loading conditions. Truss Design Engineer: Thomas A. Albani License #: 39380 Address: P.O. Box 280055, Tampa, FL 33682 I Permit Number: Lot Number: Miscellaneous: Address: The information in this box is for administrative purposes only and is not part of the engineering review. Truss Fabricator:EAST COAST LUMBER- PLANT #1 Job Reference:SB12CUR - ENGLE/SB12CUR/M#4153/JACKS BOBBINS P.O FL3 68 Tampa,a,FL Engineering Index Sheet 3682-0055 ENGINEERING, INC. I Phone: (813).972-1135 Index Page 1 of 1 Job Number Date FBC - 2004 Chapter 16 and 23 Specification Quantity T06030394 03/03/2006 1 26 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 responslbllty of the Building Designer, as defined in ANSI/TPI 1-1995, Section 2.2. Permanent files of the original Truss Speclficstion 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 03/03/06 H 1 5 03/03/06 H5 9 103/03/06T T9 13 03/03/06 T13 17 03/03/06 MV6 21 103/03/06F HJ3 25 03/03/06 CJ3 Date Mark 2 103/03/061 H2 16 103/03/061 H6 10 03/03/06 H10 -14 103103/061 G14 18 103/03/06T MV4 22 103/03/061 EJ7 26 103/03/06F CJ1 Date Mark 3 03/o3/O6 H3 7 03/03/061 H7 11 103103/06:L H11 15 03/03/06 MV10 19 03/03/06 MV2 23 03/03/06 EJ3 Date Mark 4 03/03/06 H4 8 03/03/06 H8 12 03/03/061 H 12 16 103/03/061 MV8 20 *03/03/06 HJ7 24 03/03/06 j CJ5 Index Page 1 of 1 Standard Loadino: T.C. Live 20 psf T.0 Dead 15 psf B.0 Live 0 psf B.C. Dead 5 psf Total 40 psf ANSI/ASCE 7-02 Wind Speed - 120 mph Mean Roof Ht. - 25 ft. Exposure Catergory - B Occupancy Factor- 1.00 MWFRS Enclosed Notes: Refer to individual truss design drawings for special loading conditions. Truss Desiggn Engineer. Michael S. Magid License # 53681 Address: P.O. Box 280055, Tampa, FL 33682 'op14019i1�0j' mod►°� PEL S. 1 Ar i. a • 4,10 ' No, 53b8� • t STAT Of • °fie°'�O NrA � �a��• Date Sealed: 3/3/2006 f Permit Number: Lot Number: Miscellaneous: Address: The information in this box is for administrative purposes only and is not part of the engineering review. Truss Fabricator:EAST COAST LUMBER- PLANT #1 Job Reference: SB33SHRT - ENGLE HOMES/SB33SHRT/3786 ROBBINS I P.O. Box280055 Tampa, FL 33682-0055 ENGINEERING, INC. Phone: (813) 972-1135 Engineering Index Sheet Index Page 1 of 1 Job Number Date FBC - 2004 Chapter 16 and 23 Specification Quantity T05112429 11 /23/2005 8 A Professional Engineer's seal affixed to this Index Sheet indicates the acceptance of Professional 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 responslbllty of the Building Designer, as defined in ANSI/TPI 1-1995, Section 2.2. Permanent files of the original Truss Specificstion Sheet are maintained by Robbins Engineering, Inc. Questions regarding this Index Sheet and/or the attached Specification Sheets may be directed to the truss fabricator listed above or Robbins Engineering, Inc. (Sofware - Online Plus) Date Mark Date Mark Date Mark Date Mark 1 11/23/05 H401 2 11/23/05 1 3 111123/OS M41 4 111/23/051 HJ7P 5 111/23/051 1 6 Ill/23/OS CJSP 7 111/23/05 CJ3P 8 11/23/05 CJ1P Index Page 1 of 1 Standard Loadin T.C. Live 20 psf T.0 Dead 15 psf B.0 Live 0 psf B.C. Dead 5 psf Total 40 psf ANSI/ASCE 7-02 Wind Speed - 120 mph Mean Roof Ht. - 15 ft. Exposure Catergory - B Occupancy Factor - 1.00 MWFRS Enclosed Notes: Refer to individual truss design drawings fordin special loag conditions. Truss Design Engineer: Michael S. Magid License #: 53681 Address: P.O. Box 280055, Tampa, FL 33682 No, 53681 7ATE 0 ir s Date Sealed; 11/23/2005 Job Mark Quan Type Span P1-HI Left OH Right OH Engineering > S-0I2CFL FG21 1*2P FLAT 70800 10600 0 0 I ENGLE/SBI2CFL/M#4153 HO 1-6-0 HO 1-6-0 TC 7-8-0 #7x16 !. #4x10 2x4 #7xl6 G H 1-6-0 D C 41Ox12 #1Ox12 F E - ;- 4x12 5x16 W:400 i W:400 R:13737 R:6408 U:4069 U: 913 BC ----------------.. -_._ 7-8-0 7-8-0 . ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.710" = 1' r �Ya��S Robbins Engineering, Inc./Online Plus - Checked for NonConcurrent 200 Trusses Manufactured by: Lbs Moving Point Load applied East Coast Lumber Online Plus -- Version 18.0.014 at Panel Points and Mid -panel Analysis Conforms To: RUN DATE: 03-MAR-06 on BC FBC2004 *************** 2 COMPLETE TRUSSES REQUIRED. * 2-Ply Truss * Jt React Uplft Size Req'd Fasten together in staggered *************** Lbs Lbs In-Sx In-Sx pattern. (1/2" bolts -OR- D 13738 4069 4- 0 2- 7 SDS3 screws -OR- lOd nails CSI -Size- ----Lumber---- Hz = -49 as each layer is applied.) TC 0.67 2x 6 SP-#2 C 6408 913 4- 0 1- 2 ----Spacing (In)---- BC 0.59 2x 6 SP-SS Hz = 50 Rows Nails Screws Bolts WB 0.32 2x 4 SP-#3 TC 2 3.5 9.5 0 EX D -A 2x 8 SP-SS Membr CSI P Lbs Axl-CSI-Bnd BC 2 12 24 0 EX A -F 2x 4 SP-SS ----------Top Chords---------- WB 1 4 4 EX E -B 2x 4 SP-SS A -G 0.58 8416 C 0.10 0.48 Plus clusters of nails where EX C -B 2x 8 SP-SS G -H 0.66 8424 C 0.10 0.56 shown. H -B 0.67 8424 C 0.10 0.57 Design checked for LL on BC Brace truss as follows: --------Bottom Chords--------- per BOCA (section 1606.2.3), O.C. From To D -F 0.16 31 T 0.00 0.16 IBC/IRC-2003,and FBC 2004 TC Cont. 0- 0- 0 7- 8- 0 F -E 0.59 8416 T 0.36 0.23 (section 1607.1), 20.0 psf. BC Cont. 0- 0- 0 7- 8- 0 E -C 0.18 31 T 0.00 0.18 Design checked for 10 psf non- ------------- Webs ------------- concurrent LL on BC. Loading Live Dead (psf) D -A 0.32 13181 C WindLd Prevent truss rotation at all TC 20.0 15.0 A -F 0.54 9204 T bearing locations. BC 0.0 5.0 F -G 0.31 3246 C This truss must be installed Total 20.0 20.0 40.0 G -E 0.02 133 T as shown. It cannot be Spacing 24.0" E -H 0.32 3335 C installed upside-down. Lumber Duration Factor 1.25 E -B 0.54 9212 T - NOTE: USER MODIFIED PLATES Plate Duration Factor 1.25 C -B 0.14 5825 C WindLd This design may have plates TC Fb=1.00 Fc=1.00 Ft=1.00 selected through a plate BC Fb=1.00 Fc=1.00 Ft=1.00 LL Defl -0.06" in F -E L/999 monitor. TL Defl -0.09" in F -E L/922 Wind Loads - ANSI / ASCE 7-02 Load Case # 1 Standard Loading Shear // Grain in G -H 0.87 Truss is designed as a Main Lumber Duration Factor 1.25 DL Defl 0.00" at L/999 Wind -Force Resistance System, Plate Duration Factor 1.25 Wind Speed: 120 mph plf - Live Dead From To Plates for each ply each face. Mean Roof Height: 25-0 TC V 40 30 0.0' 7.7' PLATING CONFORMS TO TPI. Exposure Category: a BC V 0 10 0.0' 7.7' REPORTS: SBCCI 9761 Occupancy Factor : 1.00 TC V 0 110 0.0' 7.7' ROBBINS ENGINEERING, INC. Building Type: Enclosed TC V 220 220 1.3' 7.7' BASED ON SP LUMBER Zone location: Exterior BC V 100 100 0.0' 7.7' USING GROSS AREA TEST. TC Dead Load 7.0 psf TC V 4027 4027 0.3' CL-LB Plate - LOCK 20 Ga, Gross Area BC Dead Load 3.0 psf Plate - RHS 20 Ga, Gross Area Unbalanced Loads Checked Load Case # 2 Nonstandard Load Jt Type Plt Size X Y JSZ Load Factors = 1.00 and 0.00 Lumber Duration Factor 1.00 A# LOCK 7.0.16.0 0.8 1.2 0.93 Max comp, force 13181 Lbs Plate Duration Factor 1.00 G# LOCK 4.0x10.0 1.4 Ctr 0.53 Quality Control Factor 1.00 plf - Live Dead From To B# LOCK 7.0x16.0-0.8 1.4 0.87 TC V 90 20 0.0' 7.7' D# LOCK 10.0x12.0-1.2 2.4 0.93 FABRICATOR NOTES: BC V 0 10 0.0' 7.7' F LOCK 4.Oxl2.0-2.5 Ctr 0.95 1. EAST COAST LUMBER 6 SUPPLY TC V 0 110 0.0' 7.7' E LOCK 5.Oxl6.0 0.5 Ctr 0.94 F.M. HILPERT, P.E.#50477 TC V 440 165 1.3' 7.7' C# LOCK 10.0x12.0 1.1 2.3 0.41 5285 ST. LUCIE BLVD. BC V 200 75 0.0' 7.7' FORT PIERCE FL. 34946 TC V 440 165 0.0' 7.7' # = Plate Monitor used 2. !!!CAUTION!!! READ "SCSI-B1 TC V 4027 4027 0.3' CL-LB SUMMARY SHEET" BEFORE REFER TO ROBBINS ENG. GENERAL HANDLING , INSTALLING 6 NOTES AND SYMBOLS SHEET FOR BRACING TRUSSES. Plus 6 Wind Load Case(s) ADDITIONAL SPECIFICATIONS. 3. SEE ATTACHED DETAIL SHEET Plus 1 UBC LL Load Case(s) FOR: 1-JACK NAILS. NOTES: 2-TBRACE. 3-BEARING BLOCK. Robbins Engineering, Inc.lOnline PIUSTM ® 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 12:41:43 PM Page 1 of 2 Job SR12CFL Mark FG21 I Quan Type Span P1-H1 Left OH Right OH 1*2P FLAT 70800 10600 0 0 Engineering Cont. ENGLE/SBI2CFL/M#4153 4. DESIGNER: JLW Robbins Engineering, Inc./Online PIUS- ©1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 12:41:43 PM Page 2 of 2 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering S912CFL FTl 1 M100 240108 10600 0 0 ENGLE/SBI2CFL/M#4153 1-6-0 HO 1-6-0 TC 24-0-0 lx3 3x4 lx4 lx4 lx4 lx4 lx4 1x4 lx4 lx4 lx4 lx4 lx4S2 lx4 lx4 lx4 lx4 lx4 lx4 AC Y Z AA BB CC DD EE FF GG HH II JJ KK LL MM NN B lx4 1 HO 1-6-0 0 0 lx3 lx4 lx4 00 E - D X W V U T S R Q P O N M L K J I H x3 lx4 lx4 1x4 1x4 lx4 lx4 1x4S1 1x4 1x4 1x4 lx4 1x4 lx4 lx4 lx4 1x4 1x4 3x4 Common Diagonal: 1-2J8 24- 3- 0 Sc - 24-1-8 - -- - 24-1-8 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- U -T 0.23 0 T 0.00 0.23 T -S 0.23 0 T 0.00 0.23 Online Plus -- Version 18.0.014 S -R 0.22 0 T 0.00 0.22 RUN DATE: 03-MAR-06 R -S1 0.14 0 T 0.00 0.14 S1-Q 0.14 0 T 0.00 0.14 CSI -Size- ----Lumber---- Q -P 0.22 0 T 0.00 0.22 TC 0.07 4x 2 SP-#2 P -O 0.23 0 T 0.00 0.23 BC 0.23 4x 2 SP-112 0 -N 0.23 0 T 0.00 0.23 WB 0.02 4x 2 SP-#3 N -M 0.23 0 T 0.00 0.23 M -L 0.23 0 T 0.00 0.23 Brace truss as follows: L -K 0.23 0 T 0.00 0.23 O.C. From To K -J 0.23 0 T 0.00 0.23 TC Cont. 0- 0- 0 24- 1- 8 J -I 0.23 0 T 0.00 0.23 BC Cont. 0- 0- 0 24- 1- 8 I -H 0.23 0 T 0.00 0.23 H -G 0.23 0 T 0.00 0.23 Loading Live Dead (psf) ------------- Webs ------------- TC 40.0 10.0 B -A 0.00 47 C BC 0.0 5.0 X -Y 0.02 113 C Total 40.0 15.0 55.0 W -Z 0.02 105 C Spacing 19.2" V -AA 0.02 106 C Lumber Duration Factor 1.00 U -BB 0.02 106 C Plate Duration Factor 1.00 T -CC 0.02 106 C TC Fb=1.15 Fc=1.10 Ft=1.10 S -DD 0.02 106 C BC Fb=1.10 Fc=1.10 Ft=1.10 R -EE 0.02 106 C Q -FF 0.02 106 C Plus 1 UBC LL Load Case(s) P -GG 0.02 106 C 0 -HH 0.02 106 C Checked for NonConcurrent 200 N -II 0.02 106 C Lbs Moving Point Load applied M -JJ 0.02 106 C at Panel Points and Mid -panel L -KK 0.02 106 C on BC K -LL 0.02 106 C J -MM 0.02 106 C Jt React Uplft Size Req'd I -NN 0.02 106 C Lbs Lbs In-Sx In-Sx H -00 0.02 107 C Cont. Brg 0- 0- 0 to 24- 1- 8 G -E 0.00 42 C 2102 0 Hz = 0 LL Defl 0.00" in H -G L/999 Membr CSI P Lbs Axl-CSI-Bnd TL Defl 0.00" in G -G L/999 ----------Top Chords---------- Shear // Grain in G -G 0.32 A -Y 0.07 10 C 0.00 0.07 DL Defl 0.00" at L/999 Y -Z 0.07 10 C 0.00 0.07 Z -AA 0.06 10 C 0.00 0.06 Plates for each ply each face. AA -BB 0.06 10 C 0.00 0.06 PLATING CONFORMS TO TPI. BB -CC 0.06 10 C 0.00 0.06 REPORTS: SBCCI 9761 CC-DD 0.06 10 C 0.00 0.06 ROBBINS ENGINEERING, INC. DD-EE 0.06 10 C 0.00 0.06 USING GROSS AREA TEST. - EE-FF 0.06 10 C 0.00 0.06 Plate - LOCK 20 Ga, Gross Area ' FF-GG 0.06 10 C 0.00 0.06 Plate - RHS 20 Ga, Gross Area GG-HH 0.06 10 C 0.00 0.06 Jt Type Plt Size X Y JSI HH-S2 0.06 10 C 0.00 0.06 A LOCK 1.Ox 4.0 Ctr-0.5 0.98 S2-II 0.06 10 C 0.00 0.06 Y LOCK 1.Ox 4.0 Ctr-0.5 0.98 II-JJ 0.06 10 C 0.00 0.06 Z LOCK 1.0x 4.0 Ctr-0.5 0.98 JJ-KK 0.06 10 C 0.00 0.06 AA LOCK 1.Ox 4.0 Ctr-0.5 0.98 KK-LL 0.06 10 C 0.00 0.06 BB LOCK 1.Ox 4.0 Ctr-0.5 0.98 LL-MM 0.06 10 C 0.00 0.06 CC LOCK 1.Ox 4:0 Ctr-0.5 0.98 MM-NN 0.06 10 C 0.00 0.06 DD LOCK 1.0x 4.0 Ctr-0.5 0.98 NN-00 0.06 10 C 0.00 0.06 EE LOCK 1.0x 4.0 Ctr-0.5 0.98 00-E 0.06 10 C 0.00 0.06 FF LOCK 1.0x 4.0 Ctr-0.5 0.98 --------Bottom Chords--------- GG LOCK 1.0x 4.0 Ctr-0.5 0.98 B -X 0.21 0 T 0.00 0.21 HH LOCK l.Ox 4.0 Ctr-0.5 0.98 X -W 0.23 0 T 0.00 0.23 II LOCK 1.Ox 4.0 Ctr-0.5 0.98 W -V 0.23 0 T 0.00 0.23 JJ LOCK 1.Ox 4.0 Ctr-0.5 0.98 V -U 0.23 0 T 0.00 0.23 KK LOCK 1.Ox 4.0 Ctr-0.5 0.98 Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering -Portrait 3/3/2006 12:41:43 PM Pagel Scale: 0.262" = V LL LOCK 1.0x 4.0 Ctr-0.5 0.98 MM LOCK 1.0x 4.0 Ctr-0.5 0.98 NN LOCK 1.Ox 4.0 Ctr-0.5 0.98 00 LOCK l.Ox 4.0 Ctr-0.5 0.98 E LOCK 1.0x 4.0 Ctr-0.5 0.98 B LOCK 1.0x 4.0 Ctr 0.5 0.98 X LOCK 1.Ox 4.0 Ctr 0.5 0.98 W LOCK 1.0x 4.0 Ctr 0.5 0.98 V LOCK 1.Ox 4.0 Ctr 0.5 0.98 U LOCK 1.Ox 4.0 Ctr 0.5 0.98 T LOCK 1.0x 4.0 Ctr 0.5 0.98 S LOCK 1.Ox 4.0 Ctr 0.5 0.98 R LOCK 1.Ox 4.0 Ctr 0.5 0.98 Q LOCK 1.0x 4.0 Ctr 0.5 0.98 P LOCK 1.0x 4.0 Ctr 0.5 0.98 O LOCK 1.Ox 4.0 Ctr 0.5 0.98 N LOCK l.Ox 4.0 Ctr 0.5 0.98 M LOCK 1.Ox 4.0 Ctr 0.5 0.98 L LOCK 1.0x 4.0 Ctr 0.5 0.98 K LOCK 1.0x 4.0 Ctr 0.5 0.98 J LOCK 1.0x 4.0 Ctr 0.5 0.98 I LOCK 1.Ox 4.0 Ctr 0.5 0.98 H LOCK 1.Ox 4.0 Ctr 0.5 0.98 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 113 Lbs Quality Control Factor 1.25 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SE12CFL FT2 5 M150 240108 10600 0 0 ENGLE/SBI2CFL/M#4153 HO 1-6-0 m 0 Te: lx3 4x4 E F ra-_ 1-6-0 G 2x3 S 4x4 W:308 R:1082 4x4 T i9-Q__ 2-0-0- ::9-0'. 12- 1- 8 _ ............3x4"- S2 3x3 3x3 3x3 lx4 lx4 3x3 U V W A C X R Q P B D O 4x4 3x3 3x3 3x3 3x3 Sl 3x3 20G-RHS-3x10 Common Diagonal: 1-3-0 HO 1-6-0 lx3 3x3 3x3 4x4 4x4 Y Z AA H J N M 3x3 4x4 I L K lx4 4x4 W:308 R: iUdl ......- -- 24- 3- 0 - ...._.. __ BC. 12-1-8 12-0-0 24-1-8 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.260" = 1' Robbins Engineering, Inc./Online Plus- --------Bottom Chords--------- A LOCK 1.0x 4.0 Ctr-0.5 0.98 G -S 0.22 0 T 0.00 0.22 C LOCK 1.0x 4.0 Ctr-0.5 0.98 Online Plus -- Version 18.0.014 S -R 0.51 1837 T 0.12 0.39 Z LOCK 3.Ox 3.0-0.2 Ctr 1.00 RUN DATE: 03-MAR-06 R -Q 0.62 3180 T 0.22 0.40 AA LOCK 4.Ox 4.0 Ctr-0.5 0.90 Q -P 0.73 4140 T 0.68 0.05 H LOCK 4.Ox 4.0-0.8-0.5 0.98 CSI -Size- ----Lumber---- P -B 0.87 4690 T 0.57 0.30 S LOCK 4.Ox 4.0-0.8 0.5 1.00 TC 0.73 4x 2 SP42 B -D 0.89 4783 T 0.56 0.33 R LOCK 4.Ox 4.0 Ctr 0.5 0.90 BC 0.89 4x 2 SP-#1 D -S1 0.87 4690 T 0.57 0.30 Q LOCK 3.Ox 3.0-0.2 Ctr 1.00 WB 0.55 4x 2 SP-#3 S1-O 0.80 4690 T 0.77 0.03 N LOCK 3.Ox 3.0 0.2 Ctr 1.00 0 -N 0.73 4140 T 0.68 0.05 M LOCK 4.Ox 4.0 Ctr 0.5 0.90 Brace truss as follows: N -M 0.62 3180 T 0.22 0.40 L LOCK 4.Ox 4.0 0.8 0.5 1.00 O.C. From To M -L 0.51 1837 T 0.12 0.39 I LOCK 1.0x 4.0 Ctr 0.5 0.98 TC Cont. 0- 0- 0 24- 1- 8 L -I 0.25 0 T 0.00 0.25 BC Cont. 0- 0- 0 24- 1- 8 ------------- Webs ------------- G -E 0.21 1076 C REFER TO ROBBINS ENG. GENERAL Loading Live Dead (psf) E -S 0.55 1373 T NOTES AND SYMBOLS SHEET FOR TC 40.0 10.0 S -T 0.26 1322 C ADDITIONAL SPECIFICATIONS. BC 0.0 5.0 T -R 0.40 1011 T Total 40.0 15.0 55.0 R -U 0.19 983 C NOTES: Spacing 19.2" U -Q 0.29 727 T Trusses Manufactured by: Lumber Duration Factor 1.00 Q -V 0.14 699 C East Coast Lumber Plate Duration Factor 1.00 V -P 0.17 438 T Analysis Conforms To: TC Fb=1.15 Fc=1.10 Ft=1.10 P -W 0.09 490 C FBC2004 BC Fb=1.10 Fc=1.10 Ft=1.10 W -B 0.23 576 T Design checked for LL on BC B -A 0.06 336 C per BOCA (section 1606.2.3), Plus 2 Unbalanced Load Cases D -C 0.06 336 C IBC/IRC-2003,and FBC 2004 Plus 1 UBC LL Load Case(s) D -X 0.23 576 T (section 1607.1), 20.0 psf. Plus 1 BC LL Load Case(s) X -0 0.09 490 C Design checked for 10 psf non- 0 -Y 0.17 438 T concurrent LL on BC. Checked for NonConcurrent 200 Y -N 0.14 699 C Provide 2X6 continuous Lbs Moving Point Load applied N -Z 0.29 727 T strongbacks (on edge) every at Panel Points and Mid -panel Z -M 0.19 983 C 10.0 Ft. Fasten to each on BC M -AA 0.40 1011 T truss w/ 3-16d nails at AA-L 0.26 1322 C truss member(s). it React Uplft Size Req'd L -H 0.55 1373 T This truss must be installed Lbs Lbs In-Sx In-Sx I -H 0.21 1076 C as shown. It cannot be G 1083 0 3- 8 1- 0 installed upside-down. I 1082 0 3- 8 1- 0 LL Defl -0.52" in B -D L/547 Max comp. force 4783 Lbs TL Defl -0.70" in B -D L/403 Quality Control Factor 1.25 Membr CSI P Lbs Axl-CSI-Bnd Shear // Grain in W -S2 0.28 ----------Top Chords---------- DL Defl -0.27" at B L/999 FABRICATOR NOTES: E -T 0.26 948 C 0.00 0.26 1. EAST COAST LUMBER & SUPPLY T -U 0.32 2518 C 0.06 0.26 Plates for each ply each face. F.M. HILPERT, P.E.#50477 U -V 0.39 3669 C 0.22 0.17 PLATING CONFORMS TO TPI. 5285 ST. LUCIE BLVD. V -W 0.59 4419 C 0.34 0.25 REPORTS: SBCCI 9761 FORT PIERCE FL. 34946 w -S2 0.35 4783 C 0.25 0.10 ROBBINS ENGINEERING, INC. 2. ►!!CAUTION!!► READ "SCSI-B1 92=A 0.72 4783 C 0.12 0.60 USING GRO55 AREA HE. Summi 0991" DEF4RE A -C 0.73 4783 C 0.12 0.61 Plate - LOCK 20 Gar Gross Area HANDLING , INSTALLING & C -X 0.73 4783 C 0.12 0.61 Plate - RHS 20 Ga, Gross Area BRACING TRUSSES. X -Y 0.59 4419 C 0.34 0.25 it Type Plt Size X Y JSI 3. SEE ATTACHED DETAIL SHEET Y -Z 0.39 3669 C 0.22 0.17 E LOCK 4.Ox 4.0 0.8-0.5 0.98 FOR: 1-JACK NAILS. Z -AA 0.32 2518 C 0.06 0.26 T LOCK 4.Ox 4.0 Ctr-0.5 0.90 2-TBRACE. 3-SEARING BLOCK. AA-H 0.26 948 C 0.00 0.26 U LOCK 3.Ox 3.0 0.2 Ctr 1.00 4. DESIGNER: JLW Robbins Engineering, Inc./Online PlusT" 0 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 12:52:04 PM Page 1 Job . Mark Quan Type Span P1-H1 Left OH Right OH Engineering SE12CFL FT3 2 M150 231008 10600 0 0 ENGLE/SBI2CFL/M#4153 HO 1-6-0 HO 1-6-0 0 0 TC; W.2-0-0 9-0, 11-10- 8----- 4x4 SPL ix3 4x6 4x4 3x3 3x3 V lx4 lx4 3x33x4 3x3 3x3 4x4 4x4 E S T U A C W AA X Y Z GI 1-6-0 F H 2x3 R Q P 0 B D N M L K J lx4 4x4 4x4 3x3 3x3 Sl 4x4 3x3 3x3 3x3 4x4 4x4 lx3 20G-RHS-3xlO Common Diagonal: 1-3-0 HGR W:400 R:1084 R:1073 0_ 0 BC 11-10-8 12-0-0 23-10-8 - EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.263" = 1' Robbins Engineering, Inc./Online P1us- F -R 0.22 0 T 0.00 0.22 A LOCK 1.0x 4.0 Ctr-0.5 0.98 R -Q 0.51 1862 T 0.12 0.39 C LOCK 1.0x 4.0 Ctr-0.5 0.98 Online Plus -- Version 18.0.014 Q -P 0.62 3178 T 0.22 0.40 Y LOC_C 3.Ox 3.0-0.2 Ctr 0.98 RUN DATE: 03-MAR-06 P -0 0.72 4114 T 0.67 0.05 Z LOCK 4.Ox 4.0 Ctr-0.5 0.89 0 -S1 0.79 4646 T 0.76 0.03 G LOCK 4.Ox 4.0-0.8-0.5 0.97 CSI -Size- ----Lumber---- Sl-B 0.85 4646 T 0.56 0.29 R LOCK 4.Ox 4.0-0.8 0.5 0.99 TC 0.76 4x 2 SP-#2 B -D 0.89 4710 T 0.55 0.34 Q LOCK 4.Ox 4.0 Ctr 0.5 0.89 BC 0.89 4x 2 SP-#1 D -N 0.87 4627 T 0.57 0.30 P LOCK 3.Ox 3.0-0.2 Ctr 0.97 WB 0.55 4x 2 SP-#3 N -M 0.71 4093 T 0.67 0.04 B LOCK 4.Ox 4.0-0.5 0.5 0.67 M -L 0.62 3149 T 0.22 0.40 M LOCK 3.Ox 3.0 0.2 Ctr 0.98 Brace truss as follows: L -K 0.51 1821 T 0.12 0.39 L LOCK 4.Ox 4.0 Ctr 0.5 0.89 O.C. From To K -H 0.23 0 T 0.00 0.23 K LOCK 4.Ox 4.0 0.8 0.5 0.99 TC Cont. 0- 0- 0 23-10- 8 -------------Webs------------- H LOCK 1.0x 4.0 Ctr 0.5 0.98 BC Cont. 0- 0- 0 23-10- 8 F -E 0.11 593 C F -E 0.11 593 C Loading Live Dead (psf) E -R 0.55 1390 T REFER TO ROBBINS ENG. GENERAL TC 40.0 10.0 R -S 0.26 1306 C NOTES AND SYMBOLS SHEET FOR BC 0.0 5.0 S -Q 0.39 992 T ADDITIONAL SPECIFICATIONS. Total 40.0 15.0 55.0 Q -T 0.19 965 C Spacing 19.2" T -P 0.28 709 T NOTES: Lumber Duration Factor 1.00 P -U 0.13 680 C Trusses Manufactured by: Plate Duration Factor 1.00 U -0 0.17 441 T East Coast Lumber TC Fb=1.15 Fc=1.10 Ft=1.10 0 -V 0.10 506 C Analysis Conforms To: BC Fb=1.10 Fc=1.10 Ft=1.10 V -B 0.24 620 T FBC2004 B -A 0.08 408 C Design checked for LL on BC Plus 2 Unbalanced Load Cases D -C 0.06 324 C per BOCA (section 1606.2.3), Plus 1 UBC LL Load Case(s) D -W 0.22 555 T IBC/IRC-2003,and FBC 2004 Plus 1 BC LL Load Case(s) W -N 0.09 478 C (section 1607.1), 20.0 psf. N -X 0.17 429 T Design checked for 10 psf non - Checked for NonConcurrent 200 X -M 0.13 688 C concurrent LL on BC. Lbs Moving Point Load applied M -Y 0.28 715 T Provide 2X6 continuous at Panel Points and Mid -panel Y -L 0.19 972 C strongbacks (on edge) every on BC L -Z 0.40 1000 T 10.0 Ft. Fasten to each Z -K 0.26 1310 C truss w/ 3-16d nails at Jt React Uplft Size Req'd K -G 0.54 1361 T truss member (s). Lbs Lbs In-Sx In-Sx H -G 0.21 1067 C This truss must be installed F 1085 0 3- 8 1- 0 as shown. It cannot be H 1073 0 4- 0 1- 0 LL Defl -0.50" in B -D L/557 installed upside-down. TL Defl -0.68" in B -D L/411 Max comp. force 4710 Lbs Membr CSI P Lbs Axl-CSI-Bnd Shear // Grain in V -A 0.37 Quality Control Factor 1.25 ----------Top Chords---------- DL Defl -0.27" at D L/999 E -S 0.28 983 C 0.01 0.27 FABRICATOR NOTES: S -T 0.33 2529 C 0.06 0.27 Plates for each ply each face. 1. EAST COAST LUMBER & SUPPLY T -U 0.40 3656 C 0.22 0.18 PLATING CONFORMS TO TPI. F.M. HILPERT, P.E.#50477 U -V 0.58 4382 C 0.34 0.24 REPORTS: SBCCI 9761 5285 ST. LUCIE BLVD. V -A 0.76 4710 C 0.12 0.64 ROBBINS ENGINEERING, INC. FORT PIERCE FL. 34946 A -C 0.76 4710 C 0.12 0.64 USING GROSS AREA TEST. 2. !!!CAUTION!!! READ "SCSI-B1 C -W 0.68 4710 C 0.11 0.57 Plate - LOCK 20 Ga, Gross Area SUMMARY SHEET" BEFORE W -AA 0.31 4366 C 0.20 0.11 Plate - RHS 20 Ga, Gross Area HANDLING , INSTALLING & AA-X 0.57 4366 C 0.33 0.24 Jt Type Plt Size X Y JSI BRACING TRUSSES. X -Y 0.38 3630 C 0.21 0.17 E LOCK 4.Ox 6.0 Ctr-0.5 0.95 3. SEE ATTACHED DETAIL SHEET Y -Z 0.32 2494 C 0.06 0.26 S LOCK 4.Ox 4.0 Ctr-0.5 0.89 FOR: 1-JACK NAILS. Z -G 0.26 940 C 0.00 0.26 T LOCK 3.0x 3.0 0.2 Ctr 0.97 2-TBRACE. 3-HEARING BLOCK. eee.-..-Bottom Chords==oo==__= V LOCK 4.Ox 4.0=0.4=0.5 0.68 4. DESIGNER: JLW Robbins Engineering. Inc./Online PIusT" Q 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 12:52:04 PM Page 1 , Job Mark Quan Type Span P1-HI Left OH Right OH I Engineering S812CFL FT3A 2 M100 230808 10600 0 0 ENGLE/SBI2CFL/M#4153 Ho 1-6-0 TC', 5x6 4x4 A Q O Q O O O O O O 2-0-0 11-10- 8 4x4 3x3 3x64x4 ix4 lx4 4x4 3x3 4x4 R S S2 T E G U v W 1-6-0 B 2x3 P O N 5x6 4x4 4x4 HGR R:1343 Bc. 11-10-8 HO 1-6-0 4x4 5x6 X C \��/ jct! kiX/ �1TzY �DzY V�IX I� D M F H L FC J I " 2x3 3x3 4x4 4x4 S1 3x3 4x4 4x4 5x6 i 20G-RHS-3x10 W:308 Common Diagonal: 1-3-0 R:1344 11-10-0 23-8-8 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.266" = 1' Robbins Engineering, Inc./Online Plus- B -P 0.14 0 T 0.00 0.14 E LOCK 1.Ox 4.0 Ctr-0.5 0.98 P -0 0.34 2304 T 0.09 0.25 G LOCK 1.Ox 4.0 Ctr-0.5 0.98 Online Plus -- Version 18.0.014 0 -N 0.45 3927 T 0.42 0.03 U LOCK 4.Ox 4.0 Ctr-0.5 0.65 RUN DATE: 03-MAR-06 N -M 0.58 5074 T 0.54 0.04 W LOCK 4.Ox 4.0 Ctr-0.5 0.77 M -F 0.71 5713 T 0.45 0.26 X LOCK 4.Ox 4.0-0.2-0.5 0.99 CSI -Size- ----Lumber---- F -H 0.72 5781 T 0.44 0.28 C LOCK 5.Ox 6.0 Ctr-1.0 0.96 TC 0.92 4x 2 SP-#2 H -S1 0.70 5628 T 0.45 0.25 P LOCK 5.Ox 6.0 Ctr 1.0 0.96 BC 0.72 4x 2 SP-SS S1-L 0.96 5628 T 0.92 0.04 0 LOCK 4.Ox 4.0-0.2 0.5 0.99 EX S1-D 4x 2 SP-#1 L -K 0.89 5069 T 0.83 0.06 N LOCK 4.Ox 4.0 Ctr 0.5 0.78 WB 0.68 4x 2 SP-#3 K -J 0.68 3929 T 0.64 0.04 F LOCK 4.Ox 4.0-0.5 0.5 0.80 J -I 0.53 2304 T 0.14 0.39 H LOCK 4.Ox 4.0 0.5 0.5 0.61 Brace truss as follows: I -D 0.23 0 T 0.00 0.23 K LOCK 4.Ox 4.0 Ctr 0.5 0.77 O.C. From To -------------Webs------------- J LOCK 4.Ox 4.0 0.2 0.5 0.99 TC Cont. 0- 0- 0 23- 8- 8 B -A 0.14 734 C I LOCK 5.Ox 6.0 Ctr 1.0 0.96 BC Cont. 0- 0- 0 23- 8- 8 B -A 0.14 734 C A -P 0.68 1720 T Loading Live Dead (psf) P -Q 0.32 1617 C REFER TO ROBBINS ENG. GENERAL TC 40.0 10.0 Q -0 0.49 1223 T NOTES AND SYMBOLS SHEET FOR BC 0.0 5.0 0 -R 0.23 1189 C ADDITIONAL SPECIFICATIONS. Total 40.0 15.0 55.0 R -N 0.34 869 T Spacing 24.0" N -S 0.16 834 C NOTES: Lumber Duration Factor 1.00 S -M 0.21 538 T Trusses Manufactured by: Plate Duration Factor 1.00 M -T 0.12 617 C East Coast Lumber TC Fb=1.15 Fc=1.10 Ft=1.10 T -F 0.29 739 T Analysis Conforms To: BC Fb=1.10 Fc=1.10 Ft=1.10 F -E 0.09 475 C FBC2004 H -G 0.07 385 C Design checked for LL on BC Plus 2 Unbalanced Load Cases H -U 0.29 724 T per BOCA (section 1606.2.3), Plus 1 UBC LL Load Case(s) U -L 0.10 533 C IBC/IRC-2003,and FBC 2004 Plus 1 BC LL Load Case(s) L -V 0.21 536 T (section 1607.1), 20.0 psf. V -K 0.16 829 C Design checked for 10 psf non - Checked for NonConcurrent 200 K -W 0.34 865 T concurrent LL on BC. Lbs Moving Point Load applied W -J 0.24 1190 C Provide 2X6 continuous at Panel Points and Mid -panel J -X 0.49 1225 T strongbacks (on edge) every on BC X -I 0.32 1617 C 10.0 Ft. Fasten to each I -C 0.68 1720 T truss w/ 3-16d nails at it React Uplft Size Reg'd D -C 0.14 734 C truss member(s). Lbs Lbs In-Sx In-Sx D -C 0.14 734 C This truss must be installed B 1344 0 3- 8 1- 0 as shown. It cannot be D 1344 0 3- 8 1- 0 LL Defl -0.59" in F -H L/468 installed upside-down. TL Defl -0.80" in F -H L/346 Max comp. force 5781 Lbs Membr CSI P Lbs Axl-CSI-Bnd Shear // Grain in T -E 0.44 Quality Control Factor 1.25 ----------Top Chords---------- DL Defl -0.31" at F L/890 A -Q 0.35 1216 C 0.01 0.34 FABRICATOR NOTES: Q -R 0.44 3127 C 0.10 0.34 Plates for each ply each face. 1. EAST COAST LUMBER & SUPPLY R -S 0.57 4512 C 0.33 0.24 PLATING CONFORMS TO TPI. F.M. HILPERT, P.E.#50477 S -S2 0,85 5397 C 0.51 0.34 REPORTS: SBCCI 9761 5285 ST. LUCIE BLVD. S2-T 0.53 5397 C 0.51 0.02 ROBBINS ENGINEERING, INC. FORT PIERCE FL. 14446 T -E 0.92 5781 C 0.18 0.74 USING GROSS AREA TEST. 2. !!!CAUTION!!! READ "SCSI-B1 E -G 0.92 5781 C 0.18 0.74 Plate - LOCK 20 Ga, Gross Area SUMMARY SHEET" BEFORE G -U 0.88 5781 C 0.18 0.70 Plate - RHS 20 Ga, Gross Area HANDLING , INSTALLING & U -V 0.63 5408 C 0.43 0.20 it Type Plt Size X Y JSI BRACING TRUSSES. V -W 0.61 4511 C 0.34 0.27 A LOCK 5.Ox 6.0 Ctr-1.0 0.96 3. SEE ATTACHED DETAIL SHEET W -X 0.44 3128 C 0.10 0.34 Q LOCK 4.Ox 4.0 6.2-0.5 0.99 FOR: 1-JACK NAILS. X -C 0.35 1216 C 0.01 0.34 R LOCK 4.Ox 4.0 Ctr-0.5 0.78 2-TBRACE. 3-BEARING BLOCK. --------Bottom Chords--------- T LOCK 4.Ox 4.0-0.4-0.5 0.81 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 12:52:05 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering S812CFL FT4A 4 M100 210708 10600 0 0 ENGLE/SBI2CFL/M#4153 1-6-0 HO 1-6-0 TC 5x6 4x4 A P B 2x3 HGR R:1233 BC: 1170 2-0-0 I10-4l0-4 9- 9- B SPL 3x3 4x4 lx4 lx4 3x3 3x43x3 3x3 Q R E G S W T U 4x4 V O N M F H L K J 5x6 4x4 3x3 Sl 4x4 3x3 3x3 3x3 4x4 20G-RHS-3x10 Common Diagonal: 1-3-0 9-9-811-10-0 -- - 21-7-8 -- ... -- - EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.84 4x 2 SP-#1 EX W -C 4x 2 SP-#2 BC 0.80 4x 2 SP-#1 EX S1-D 4x 2 SP-SS WB 0.62 4x 2 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 21- 7- 8 BC Cont. 0- 0- 0 21- 7- 8 Loading Live Dead (psf) TC 40.0 10.0 BC 0-0 5.0 Total 40.0 15.0 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx B 1233 0 3- 8 1- 0 D 1226 0 3- 8 1- 0 Robbins Engineering, Inc./Online Plus- --------Bottom Chords --------- * -O 0.22 0 T 0.00 0.22 O -N 0.52 2093 T 0.13 0.39 N -M 0.66 3517 T 0.58 0.08 M -S1 0.80 4466 T 0.73 0.07 S1-F 0.67 4466 T 0.33 0.34 F -H 0.72 4772 T 0.38 0.34 H -L 0.74 4782 T 0.40 0.34 L -K 0.49 4415 T 0.47 0.02 K -J 0.41 3488 T 0.15 0.26 J -I 0.33 2078 T 0.08 0.25 I -D 0.16 0 T 0.00 0.16 ------------- webs ------------- B -A 0.13 673 C B -A 0.13 673 C A -O 0.62 1562 T 0 -P 0.29 1469 C P -N 0.43 1082 T N -Q 0.20 1034 C Q -M 0.27 691 T M -R 0.14 716 C R -F 0.34 850 T F -E 0.09 454 C H -G 0.06 266 C H -S 0.19 487 T S -L 0.07 383 C L -T 0.16 413 T T -K 0.13 676 C K -U 0.28 701 T U -J 0.20 1029 C J -V 0.42 1066 T V -I 0.29 1457 C I -C 0.62 1553 T D -C 0.13 669 C D -C 0.13 669 C LL Defl -0.45" in H -L L/564 TL Defl -0.61" in H -L L/417 Shear // Grain in S1-F 0.47 DL Defl -0.24" at H L/999 Membr CSI P Lbs Axl-CSI-Bnd Plates for each ply each face. ----------Top Chords---------- PLATING CONFORMS TO TPI. A -P 0.28 1104 C 0.01 0.27 REPORTS: SBCCI 9761 P -Q 0.33 2821 C 0.06 0.27 ROBBINS ENGINEERING, INC. Q -R 0.47 3982 C 0.23 0.24 USING GROSS AREA TEST. R -E 0.84 4772 C 0.10 0.74 Plate - LOCK 20 Ga, Gross Area E -G 0.84 4772 C 0.10 0.74 Plate - RHS 20 Ga, Gross Area G -S 0.67 4772 C 0.10 0.57 it Type Plt Size X Y JSI S -W 0.37 4656 C 0.25 0.12 A LOCK 5.Ox 6.0 Ctr-1.0 0.87 W -T 0.43 4656 C 0.23 0.20 P LOCK 4.Ox 4.0 Ctr-0.5 0.97 T -U 0.52 3960 C 0.27 0.25 Q LOCK 3.Ox 3.0 0.2 Ctr 0.95 U -V 0.42 2796 C 0.08 0.34 R LOCK 4.Ox 4.0 Ctr-6.5 6.16 V -C 0.35 1098 C 0.01 0.34 E LOCK 1.0x 4.'0 Ctr-0.5 0.98 HO 1-6-0 5x6 C D 1 2x3 5x6 W:308 R:1225 Scale: 0.290" = 1' G LOCK 1.0x 4.0 Ctr-0.5 0.98 U LOCK 3.Ox 3.0-0.2 Ctr 0.96 V LOCK 4.Ox 4.0 Ctr-0.5 0.95 C LOCK 5.Ox 6.0 Ctr-1.0 0.87 O LOCK 5.Ox 6.0 Ctr 1.0 0.87 N LOCK 4.Ox 4.0 Ctr 0.5 0.97 M LOCK 3.Ox 3.0-0.2 Ctr 0.95 F LOCK 4.Ox 4.0-0.5 0.5 0.69 K LOCK 3.Ox 3.0 0.2 Ctr 0.96 J LOCK 4.Ox 4.0 Ctr 0.5 0.95 I LOCK 5.Ox 6.0 Ctr 1.0 0.87 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 4772 Lbs Quality Control Factor 1.25 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY F.M. HILPERT, P.E.#50477 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: JI,W Robbins Engineering, Inc./Online PIusTM ® 1996-2005 Version 18.0.014 Engineering -Portrait 3/3/2006 12:52:06 PM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering S,912CFL FT4 3 M150 210908 10600 0 0 ENGLE/SBI2CFL/M#4153 HO 1-6-0 HO 1-6-0 TC !11-01' 2-0-0 9-0' lx3 5x6 4x4 3x3 4x4 lx4 lx4 3x3 3x4 3x3 3x4 4x4 5x4 E R S T A C U S2 V W X G I 1-6-0 F H 2x3 Q P 0 B D N M L K J lx4 5x6 4x4 3x3 4x4 3x3 3x3 3x3 4x4 5x6 lx3 Sl 20G-RHS-3x10 Common Diagonal: 1-3-0 HGR W:400 R:1246 R:1223 21-11- 0 _. BC 9-9-8 12-0-0 - ... . 21-9-8.._.:_.- EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.288" = 1' Robbins Engineering, Inc./Online P1us- X -G 0.34 1062 C 0.01 0.33 A LOCK 1.0x 4.0 Ctr-0.5 0.98 --------Bottom Chords--------- C LOCK 1.0x 4.0 Ctr-0.5 0.98 Online Plus -- Version 18.0.014 F -Q 0.22 0 T 0.00 0.22 X LOCK 4.Ox 4.0 Ctr-0.5 0.98 RUN DATE: 03-MAR-06 Q -P 0.52 2118 T 0.13 0.39 G LOCK 5.Ox 4.0-0.8-1.0 0.93 P -O 0.66 3565 T 0.58 0.08 Q LOCK 5.Ox 6.0 Ctr 1.0 0.88 CSI -Size- ----Lumber---- 0 -S1 0.82 4539 T 0.74 0.08 P LOCK 4.Ox 4.0 Ctr 0.5 0.98 TC 0.89 4x 2 SP-#1 S1-B 0.69 4539 T 0.34 0.35 O LOCK 3.Ox 3.0-0.2 Ctr 0.97 EX S2-G 4x 2 SP-#2 B -D 0.74 4863 T 0.39 0.35 B LOCK 4.Ox 4.0-0.5 0.5 0.72 BC 0.82 4x 2 SP-#1 D -N 0.74 4906 T 0.41 0.33 M LOCK 3.Ox 3.0 0.5 Ctr 0.93 EX S1-H 4x 2 SP-SS N -M 0.50 4472 T 0.48 0.02 L LOCK 4.Ox 4.0 Ctr 0.5 0.98 WB 0.63 4x 2 SP-#3 M -L 0.41 3503 T 0.15 0.26 K LOCK 5.Ox 6.0 Ctr 1.0 0.86 L -K 0.33 2058 T 0.08 0.25 H LOCK 1.0x 4.0 Ctr 0.5 0.98 Brace truss as follows: K -H 0.15 0 T 0.00 0.15 O.C. From To ------------- Webs ------------- TC Cont. 0- 0- 0 21- 9- 8 F -E 0.13 680 C REFER TO ROBBINS ENG. GENERAL BC Cont. 0- 0- 0 21- 9- 8 F -E 0.13 680 C NOTES AND SYMBOLS SHEET FOR E -Q 0.63 1580 T ADDITIONAL SPECIFICATIONS. Loading Live. Dead (psf) Q -R 0.30 1487 C TC 40.0 10.0 R -P 0.44 1099 T NOTES: BC 0.0 5.0 P -S 0.21 1051 C Trusses Manufactured by: Total 40.0 15.0 55.0 S -0 0.28 707 T East Coast Lumber Spacing 24.0" 0 -T 0.14 737 C Analysis Conforms To: Lumber Duration Factor 1.00 T -B 0.35 879 T FBC2004 Plate Duration Factor 1.00 B -A 0.09 475 C Design checked for LL on BC TC Fb=1.15 Fc=1.10 Ft=1.10 D -C 0.09 269 C per BOCA (section 1606.2.3), BC Fb=1.10 Fc=1.10 Ft=1.10 D -U 0.18 459 T IBC/IRC-2003,and FBC 2004 U -N 0.08 433 C (section 1607.1), 20.0 psf. Plus 2 Unbalanced Load Cases N -V 0.16 414 T Design checked for 10 psf non - Plus 1 UBC LL Load Case(s) V -M 0.14 708 C concurrent LL on BC. Plus 1 BC LL Load Case(s) M -W 0.29 731 T Provide 2X6 continuous W -L 0.21 1054 C strongbacks (on edge) every Checked for NonConcurrent 200 L -X 0.43 1092 T 10.0 Ft. Fasten to each Lbs Moving Point Load applied X -K 0.29 1480 C truss w/ 3-16d nails at at Panel Points and Mid -panel K -G 0.61 1539 T truss member(s). on BC H -G 0.24 1216 C This truss must be installed as shown. It cannot be it React Uplft Size Req'd LL Defl -0.47" in D -N L/540 installed upside-down. Lbs Lbs In-Sx In-Sx TL Defl -0.64" in D -N L/398 Max comp. force 4863 Lbs F 1246 0 3- 8 1- 0 Shear // Grain in S1-B 0.48 Quality Control Factor 1.25 H 1224 0 4- 0 1- 0 DL Defl -0.25" at D L/999 FABRICATOR NOTES: Membr CSI P Lbs Axl-CSI-Bnd Plates for each ply each face. 1. EAST COAST LUMBER & SUPPLY ----------Top Chords---------- PLATING CONFORMS TO TPI. F.M. HILPEAT, P.E.#50477 E -R 0.28 1117 C 0.01 0.27 REPORTS: SBCCI 9761 5285 ST. LUCIE BLVD. R -S 0.33 2858 C 0.06 0.27 ROBBINS ENGINEERING, INC. FORT PIERCE FL. 34946 S -T 0.49 4041 C 0.24 0.25 USING GROSS AREA TEST. 2. !!!CAUTION!!! READ "SCSI-B1 T -A 0.89 4863 C 0.11 0.78 Plate - LOCK 20 Ga, Gross Area SUMMARY SHEET" BEFORE A -C 0.89 4863 C 0.11 0.78 Plate - RHS 20 Ga, Gross Area HANDLING , INSTALLING & C -U 0.74 4863 C 0.11 0.63 it Type Plt Size X Y JSI BRACING TRUSSES. U -S2 0.54 4714 C 0.32 0.22 E LOCK 5.Ox 6.0 Ctr-1.0 0.88 3. SEE ATTACHED DETAIL SHEET S2-V 0.48 4714 C 0.24 0.24 R LOCK 4.Ox 4.0 Ctr-0.5 0.98 FOR: 1-JACK NAILS. V -W 0.48 3995 C 0.26 0.22 S LOCK 3.Ox 3.0 0.2 Ctr 0.97 2-TBRACE. 3-BEARING BLOCK. W -X 0.41 2793 C 0.08 0.33 T LOCK 4.Ox 4.0 Ctr-0.5 0.79 4. DESIGNER: JLW Robbins Engineering, Inc./Online PlusT" 0 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 12:52:05 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SH12CFL FT7 1 M150 191104 10600 0 0 ENGLE/SBI2CFL/M#4153 HO 1-6-0 HO 1-6-0 TC: _ i9-1 :___2=0-0 , 9-Oi9-1: lx3 9- 8- 3 SPL Z 4x6 4x4 3x3 4x4 lx4 3x3 3x4 3x3 3x3 4x4 4x4 E R S T A C X U v W G 1-6-0 F H - 2x3 lx4 Q P O Sl B D N M L K J 5x4 4x4 3x3 3x64x4 lx4 3x3 3x3 4x4 5x4 Common Diagonal: 1-3-0 ! i W:400 w:9R9 R:1141 R:1124 - -- -20- 0-12 BC 9-8-3 10-3-1 19-11-4 ALL PLATES ARE LOCK20 Scale: 0.313" = 1' Robbins Engineering, Inc./Online P1us- W -G 0.34 968 C 0.01 0.33 A LOCK 1.0x 4.0 Ctr-0.5 0.98 --------Bottom Chords--------- W LOCK 4.Ox 4.0 Ctr-0.5 0.86 Online Plus -- Version 18.0.014 F -Q 0.27 0 T 0.00 0.27 G LOCK 4.Ox 4.0-0.8-0.5 1.00 RUN DATE: 03-MAR-06 Q -P 0.64 1918 T 0.16 0.48 Q LOCK 5.Ox 4.0-0.5 1.0 0.95 P -0 0.76 3176 T 0.27 0.49 P LOCK 4.Ox 4.0 Ctr 0.5 0.85 CSI -Size- ----Lumber---- 0 -S1 0.86 3952 T 0.82 0.04 B LOCK 4.Ox 4.0-0.5 0.5 0.60 TC 0.76 4x 2 SP-#2 S1-B 0.85 3952 T 0.44 0.41 D LOCK 1.Ox 4.0 Ctr 0.5 0.98 BC 0.86 4x 2 SP-#2 B -D 0.94 4124 T 0.49 0.45 L LOCK 4.Ox 4.0 Ctr 0.5 0.86 EX S1-H 4x 2 SP-#1 D -N 0.94 4124 T 0.49 0.45 K LOCK 5.Ox 4.0 0.5 1.0 0.93 WB 0.57 4x 2 SP-#3 N -M 0.68 3920 T 0.64 0.04 H LOCK 1.0x 4.0 Ctr 0.5 0.98 M -L 0.61 3142 T 0.21 0.40 Brace truss as follows: L -K 0.51 1873 T 0.12 0.39 O.C. From To K -H 0.23 0 T 0.00 0.23 REFER TO ROBBINS ENG. GENERAL TC Cont. 0- 0- 0 19-11- 4 -------------Webs------------- NOTES AND SYMBOLS SHEET FOR BC Cont. 0- 0- 0 19-11- 4 F -E 0.12 623 C ADDITIONAL SPECIFICATIONS. F -E 0.12 623 C Loading Live Dead (psf) E -Q 0.57 1433 T NOTES: TC 40.0 10.0 Q -R 0.27 1344 C Trusses Manufactured by: BC 0.0 5.0 R -P 0.38 955 T East Coast Lumber Total 40.0 15.0 55.0 P -S 0.18 915 C Analysis Conforms To: Spacing 24.0" S -O 0.23 577 T FBC2004 Lumber Duration Factor 1.00 O -T 0.11 591 C Design checked for LL on BC Plate Duration Factor 1.00 T -B 0.26 671 T per BOCA (section 1606.2.3), TC Fb=1.15 Fc=1.10 Ft=1.10 B -A 0.07 363 C IBC/IRC-2003,and FBC 2004 BC Fb=1.10 Fc=1.10 Ft=1.10 D -C 0.09 245 T (section 1607.1), 20.0 psf. C -N 0.11 574 C Design checked for 10 psf non - Plus 2 Unbalanced Load Cases N -U 0.17 429 T concurrent LL on BC. Plus 1 UBC LL Load Case(s) U -M 0.11 562 C Provide 2X6 continuous Plus 1 BC LL Load Case(s) M -V 0.23 590 T strongbacks (on edge) every V -L 0.18 925 C 10.0 Ft. Fasten to each Checked for NonConcurrent 200 L -W 0.38 961 T truss w/ 3-16d nails at Lbs Moving Point Load applied W -K 0.27 1345 C truss member(s). at Panel Points and Mid -panel K -G 0.56 1402 T This truss must be installed on BC H -G 0.22 1118 C as shown. It cannot be installed upside-down. Jt React Uplft Size Req'd LL Defl -0.32" in D -N L/712 Max comp. force 4124 Lbs Lbs Lbs In-Sx In-Sx TL Defl -0.44" in D -N L/528 Quality Control Factor 1.25 F 1141 0 4- 0 1- 0 Shear // Grain in A -C 0.31 H 1125 0 4- 0 1- 0 DL Defl -0.17" at D L/999 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY Membr CSI P Lbs Axl-CSI-Bnd Plates for each ply each face. F.M. HILPERT, P.E.#50477 ----------Top Chords---------- PLATING CONFORMS TO TPI. 5285 ST. LUCIE BLVD. E -R 0.35 1013 C 0.01 0.34 REPORTS: SBCCI 9761 FORT PIERCE FL. 34946 R -S 0.40 2561 C 0.06 0.34 ROBBINS ENGINEERING, INC. 2. !!!CAUTION!!! READ "SCSI-B1 S -T 0.49 3564 C 0.22 0.27 USING GROSS AREA TEST. SUMMARY SHEET" BEFORE T -A 0.76 4124 C 0.09 0.67 Plate - LOCK 20 Ga, Gross Area HANDLING , INSTALLING & A -C 0.76 4124 C 0.09 0.67 Plate - RHS 20 Ga, Gross Area BRACING TRUSSES. C -X 0.53 4025 C 0.07 0.46 Jt Type Plt Size X Y JSI 3. SEE ATTACHED DETAIL SHEET X -U 0.36 4025 C 0.10 0.26 E LOCK 4.Ox 6.0 Ctr-0.5 0.98 FOR: 1-JACK NAILS. U -v 0.48 3539 C 0.22 0.26 R LOCK 4.Ox 4.0 Ctr-0.5 0.85 2-TBRACE. 3-BEARING BLOCK. V -W 0.39 2520 C 0.06 0.33 T LOCK 4.Ox 4.0 Ctr-0.5 0.61 4. DESIGNER: JLW Robbins Engineering, Inc./Online PIusTM Q 1996-2005 Version 18.0.014 Engineering -Portrait 3/3/2006 12:41:48 PM Page 1 Job ' SE12CFL Mark FT8 Quan Type 1 M150 Span P1-H1 Left OH 171104 10600 0 Right OH 0 Engineering ENGLE/SBI2CFL/M#4153 HO 1-6-0 HO 1-6-0 TC, 9-0-,611 ;__ 2-0-0 ;7-510_12; lx3 7- 8- 3 .... I 4x6 3x4 4x4 3x3 3x3 3x3 3x4 3x3 3x4 4x4 E R S A C T S2 U V G 1-6-0 F 2x3 j W:400 R:1035 Q P O B D N S1 M L K 4x4 3x4 4x4 2x3 lx4 3x3 3x6 3x3 3x4 4x4 Common Diagonal: 1-3-0 H J lx4 W:4OQ R: r - _.... -.-._... .._.-. 18- 0-12 BC 7-8-3 i 10-3-1 17-11-4 ALL PLATES ARE LOCK20 Scale: 0.346" = 1' Robbins Engineering, Inc./Online Plus- --------Bottom Chords--------- Q LOCK 4.Ox 4.0-0.5 0.5 0.97 F -Q 0.14 0 T 0.00 0.14 P LOCK 3.Ox 4.0-0.2 Ctr 0.97 Online Plus -- Version 18.0.014 Q -P 0.32 1723 T 0.07 0.25 O LOCK 4.Ox 4.0-0.3 0.5 0.60 RUN DATE: 03-MAR-06 P -0 0.32 2766 T 0.29 0.03 B LOCK 2.Ox 3.0-0.2 Ctr 0.64 0 -B 0.75 3280 T 0.27 0.48 D LOCK 1.0x 4.0 Ctr 0.5 0.98 CSI -Size- ----Lumber---- B -D 0.75 3280 T 0.27 0.48 L LOCK 3.Ox 4.0 0.2 Ctr 0.98 TC 0.75 4x 2 SP-#2 D -N 0.70 3280 T 0.27 0.43 K LOCK 4.Ox 4.0 0.5 0.5 0.94 BC 0.75 4x 2 SP-SS N -Sl 0.35 3296 T 0.35 0.00 H LOCK 1.0x 4.0 Ctr 0.5 0.98 EX S1-H 4x 2 SP-#2 S1-M 0.72 3296 T 0.69 0.03 WB 0.51 4x 2 SP-#3 M -L 0.73 2719 T 0.24 0.49 L -K 0.62 1661 T 0.14 0.48 REFER TO ROBBINS ENG. GENERAL Brace truss as follows: K -H 0.29 0 T 0.00 0.29 NOTES AND SYMBOLS SHEET FOR O.C. From To -------------Webs------------- ADDITIONAL SPECIFICATIONS. TC Cont. 0- 0- 0 17-11- 4 F -E 0.11 565 C BC Cont. 0- 0- 0 17-11- 4 F -E 0.11 565 C NOTES: E -Q 0.51 1289 T Trusses Manufactured by: Loading Live Dead (psf) Q -R 0.24 1206 C East Coast Lumber TC 40.0 10.0 R -P 0.31 790 T Analysis Conforms To: BC 0.0 5.0 P -S 0.15 755 C FBC2004 Total 40.0 15.0 55.0 S -0 0.24 604 T Design checked for LL on BC Spacing 24.0" O -A 0.17 892 C per BOCA (section 1606.2.3), Lumber Duration Factor 1.00 B -A 0.19 491 T IBC/IRC-2003,and FBC 2004 Plate Duration Factor 1.00 D -C 0.06 324 C (section 1607.1), 20.0 psf. TC Fb=1.15 Fc=1.10 Ft=1.10 C -N 0.14 361 T Design checked for 10 psf non - BC Fb=1.10 Fc=1.10 Ft=1.10 N -T 0.11 296 T concurrent LL on BC. T -M 0.08 415 C Provide 2X6 continuous Plus 2 Unbalanced Load Cases M -U 0.17 441 T strongbacks (on edge) every Plus 1 UBC LL Load Case(s) U -L 0.15 768 C 10.0 Ft. Fasten to each Plus 1 BC LL Load Case(s) L -V 0.32 805 T truss w/ 3-16d nails at V -K 0.24 1191 C truss member(s). Checked for NonConcurrent 200 K -G 0.49 1245 T This truss must be installed Lbs Moving Point Load applied H -G 0.19 1004 C as shown. It cannot be at Panel Points and Mid -panel installed upside-down. on BC LL Defl -0.26" in D -N L/786 Max comp. force 3328 Lbs TL Defl -0.36" in D -N L/582 Quality Control Factor 1.25 it React Uplft Size Req'd Shear // Grain in 0 -B 0.47 Lbs Lbs In-Sx In-Sx DL Defl -0.14" at D L/999 FABRICATOR NOTES: F 1036 0 4- 0 1- 0 1. EAST COAST LUMBER & SUPPLY H 1010 0 4- 0 1- 0 Plates for each ply each face. F.M. HILPERT, P.E.#50477 PLATING CONFORMS TO TPI. 5285 ST. LUCIE BLVD. Membr CSI P Lbs Axl-CSI-Bnd REPORTS: SBCCI 9761 FORT PIERCE FL. 34946 ----------Top Chords---------- ROBBINS ENGINEERING, INC. 2. !!!CAUTION!!! READ "SCSI-B1 E -R 0.38 911 C 0.00 0.38 USING GROSS AREA TEST. SUMMARY SHEET" BEFORE R -S 0.43 2254 C 0.05 0.38 Plate - LOCK 20 Ga, Gross Area HANDLING , INSTALLING & S -A 0.74 3004 C 0.05 0.69 Plate - RHS 20 Ga, Gross Area BRACING TRUSSES. A -C 0.75 3280 C 0.06 0.69 it Type Plt Size X Y JSI 3. SEE ATTACHED DETAIL SHEET C -T 0.49 3328 C 0.07 0.42 E LOCK 4.Ox 6.0 Ctr-0.5 0.88 FOR: 1-JACK NAILS. T -S2 0.35 3016 C 0.14 0.21 R LOCK 3.Ox 4.0 0.2 Ctr 0.97 2-TBRACE. 3-BEARING BLOCK. $2-U Q.32 3016 C 0.09 0.23 S LOCK 4.Ox 4.0 Ctr-0.5 0.60 4. DESIGNER: JLW U -V 0.38 2202 C 0.05 0.33 V LOCK 3.Ox 4.0-0.2 Ctr 0.98 v -G 6.S4 994 0.00 0.14 C LACK 4 A 4.0-M-0.5 0.94 Robbins Engineering, Inc./Online Plus'" 0 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 12:41:48 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OR I E,rgineering SB12CFL T 1 M150 151104 10600 0 0 [GLE/SBI2CFL/M#4153 HO 1-6-0 HO 1-6-0 TC 1611 2-0-09-0 9 1_;..__ 5_ 8- 3_ ... _. _..._- . lx3 4x6 3x4 3x3 3x3 3x3 3x3 3x3 4x4 E O A C R S T G I 1-6-0 F 2x3 W:400 R: 931 BC P O B D N M L K 4x4 3x3 2x3 lx4 3x3 3x3 3x3 4x4 Common Diagonal: 1-3-0 H J lx4 ^1lx3 n W:400 R: 894 16- 0-12 5-8-3 - 10-3-1 -- 15-11-4 ALL PLATES ARE LOCK20 Scale: 0.387" = 1' Robbins Engineering, Inc./Online P1us- T -G 0.34 749 C 0.00 0.34 P LOCK 4.Ox 4.0-0.2 0.5 0.91 --------Bottom Chords--------- O LOCK 3.Ox 3.0-0.3 0.2 0.98 Online Plus -- Version 18.0.014 F -P 0.14 0 T 0.00 0.14 B LOCK 2.Ox 3.0-0.2 Ctr 0.82 RUN DATE: 03-MAR-06 P -0 0.29 1496 T 0.06 0.23 D LOCK 1.0x 4.0 Ctr 0.5 0.90 O -B 0.85 2422 T 0.21 0.64 K LOCK 4.Ox 4.0 Ctr 0.5 0.97 CSI -Size- ----Lumber---- B -D 0.85 2422 T 0.21 0.64 H LOCK 1.0x 4.0 Ctr 0.5 0.90 TC 0.83 4x 2 SP-#2 D -N 0.77 2422 T 0.21 0.56 BC 0.85 4x 2 SP-SS N -M 0.32 2672 T 0.13 0.19 WB 0.45 4x 2 SP-#3 M -L 0.37 2292 T 0.11 0.26 REFER TO ROBBINS ENG. GENERAL L -K 0.31 1446 T 0.06 0.25 NOTES AND SYMBOLS SHEET FOR Brace truss as follows: K -H 0.15 0 T 0.00 0.15 ADDITIONAL SPECIFICATIONS. O.C. From To ------------- Webs ------------- TC Cont. 0- 0- 0 15-11- 4 F -E 0.10 509 C NOTES: BC Cont. 0- 0- 0 15-11- 4 F -E 0.10 509 C Trusses Manufactured by: E -P 0.45 1126 T East Coast Lumber Loading Live Dead (psf) P -Q 0.20 1040 C Analysis Conforms To: TC 40.0 10.0 Q -0 0.32 806 T FBC2004 BC 0.0 5.0 O -A 0.20 1052 C Design checked for LL on BC Total 40.0 15.0 55.0 B -A 0.25 630 T per BOCA (section 1606.2.3), Spacing 24.0" D -C 0.07 401 C IBC/IRC-2003,and FBC 2004 Lumber Duration Factor 1.00 C -N 0.20 522 T (section 1607.1), 20.0 psf. Plate Duration Factor 1.00 N -R 0.05 188 C Design checked for 10 psf non- TC Fb=1.15 Fc=1.10 Ft=1.10 R -M 0.05 274 C concurrent LL on BC. BC Fb=1.10 Fc=1.10 Ft=1.10 M -S 0.11 289 T Provide 2X6 continuous S -L 0.12 609 C strongbacks (on edge) every Plus 2 Unbalanced Load Cases L -T 0.25 647 T 10.0 Ft. Fasten to each Plus 1 UBC LL Load Case(s) T -K 0.20 1036 C truss w/ 3-16d nails at Plus 1 BC LL Load Case(s) K -G 0.43 1085 T truss member(s). H -G 0.17 888 C This truss must be installed Checked for NonConcurrent 200 as shown. It cannot be Lbs Moving Point Load applied LL Defl -0.25" in D -N L/721 installed upside-down. at Panel Points and Mid -panel TL Defl -0.34" in D -N L/538 Max comp. force 2619 Lbs on BC Shear // Grain in 0 -B 0.62 Quality Control Factor 1.25 DL Defl -0.13" at D L/999 it React Uplft Size Req'd FABRICATOR NOTES: Lbs Lbs In-Sx In-Sx Plates for each ply each face. 1. EAST COAST LUMBER & SUPPLY F 932 0 4- 0 1- 0 PLATING CONFORMS TO TPI. F.M. HILPERT, P.E.#50477 H 894 0 4- 0 1- 0 REPORTS: SBCCI 9761 5285 ST. LUCIE BLVD. ROBBINS ENGINEERING, INC. FORT PIERCE FL. 34946 Membr CSI P Lbs Axl-CSI-Bnd USING GROSS AREA TEST. 2. !!!CAUTION!!! READ "BCSI-B1 ----------Top Chords---------- Plate - LOCK 20 Ga, Gross Area SUMMARY SHEET" BEFORE E -Q 0.35 796 C 0.01 0.34 Plate - RHS 20 Ga, Gross Area HANDLING , INSTALLING & Q -A 0.81 2032 C 0.02 0.79 it Type Plt Size X Y JSI BRACING TRUSSES. A -C 0.83 2422 C 0.04 0.79 E LOCK 4.Ox 6.0 Ctr-0.5 0.77 3. SEE ATTACHED DETAIL SHEET C -R 0.64 2619 C 0.05 0.59 Q LOCK 3.Ox 4.0 0.2 Ctr 0.99 FOR: 1-JACK NAILS. R -S 0.36 2486 C 0.05 0.31 A LOCK 3.Ox 3.0 Ctr-0.2 0.94 2-TBRACE. 3-BEARING BLOCK. S -T 0.37 1882 C 0.03 0.34 G LOCK 4.Ox 4.0-0.5-0.5 0.82 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 12:41:49 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SP12CFL FTII 1 M150 150908 10600 0 0 ENGLE/SBI2CFL/M#4153 1-6-0 HO 1-6-0 TC 10-0 10-0 2-0-0 9-0 9-0 5- 6- 8 4x6 4x4 3x3 3x3 3x3 W:400 R: 924 HO 1-6-0 3x3 3x3 P O B D N M L K 4x4 4x4 2x3 ix4 3x3 3x3 3x3 4x4 Common Diagonal: 1-3-0 lx3 4x4 G I J lx3 I I W:460 R: 885 - -15-11- 0- --- --._ BC' 5-6-8 10-3-0 � _... _ - ..... 15-9-8 ALL PLATES ARE LOCK20 Scale: 0.390" = 1' Robbins Engineering, Inc./Online P1us- T -G 0.34 741 C 0.00 0.34 0 LOCK 4.Ox 4.0 Ctr 0.5 0.63 --------Bottom Chords--------- B LOCK 2.Ox 3.0-0.2 Ctr 0.67 Online Plus -- Version 18.0.014 F -P 0.14 0 T 0.00 0.14 D LOCK 1.0x 4.0 Ctr 0.5 0.90 RUN DATE: 03-MAR-06 P -0 0.26 1481 T 0.06 0.20 K LOCK 4.Ox 4.0 Ctr 0.5 0.96 0 -B 0.83 2357 T 0.21 0.62 H LOCK 1.0x 4.0 Ctr 0.5 0.90 CSI -Size- ----Lumber---- B -D 0.83 2357 T 0.21 0.62 TC 0.88 4x 2 SP-#2 D -N 0.78 2357 T 0.21 0.57 BC 0.83 4x 2 SP-SS N -M 0.31 2627 T 0.28 0.03 REFER TO ROBBINS ENG. GENERAL WB 0.44 4x 2 SP-#3 M -L 0.37 2260 T 0.11 0.26 NOTES AND SYMBOLS SHEET FOR L -K 0.31 1430 T 0.06 0.25 ADDITIONAL SPECIFICATIONS. Brace truss as follows: K -H 0.15 0 T 0.00 0.15 O.C. From To -------------Webs------------- NOTES: TC Cont. 0- 0- 0 15- 9- 8 F -E 0.09 506 C Trusses Manufactured by: BC Cont. 0- 0- 0 15- 9- 8 F -E 0.09 506 C East Coast Lumber E -P 0.44 1117 T Analysis Conforms To: Loading Live Dead (psf) P -Q 0.20 1022 C FBC2004 TC 40.0 10.0 Q -0 0.28 700 T Design checked for LL on BC BC 0.0 5.0 0 -A 0.20 1037 C per BOCA (section 1606.2.3), Total 40.0 15.0 55.0 B -A 0.20 515 T IBC/IRC-2003,and FBC 2004 Spacing 24.0" D -C 0.07 401 C (section 1607.1), 20.0 psf. Lumber Duration Factor 1.00 C -N 0.21 539 T Design checked for 10 psf non - Plate Duration Factor 1.00 N -R 0.05 200 C concurrent LL on BC. TC Fb=1.15 Fc=1.10 Ft=1.10 R -M 0.05 264 C Provide 2X6 continuous BC Fb=1.10 Fc=1.10 Ft=1.10 M -S 0.11 278 T strongbacks (on edge) every S -L 0.12 597 C 10.0 Ft. Fasten to each Plus 2 Unbalanced Load Cases L -T 0.25 636 T truss w/ 3-16d nails at Plus 1 UBC LL Load Case(s) T -K 0.20 1024 C truss member(s). Plus 1 BC LL Load Case(s) K -G 0.43 1073 T This truss must be installed H -G 0.17 879 C as shown. It cannot be Checked for NonConcurrent 200 installed upside-down. Lbs Moving Point Load applied LL Defl -0.26" in D -N L/707 Max comp. force 2567 Lbs at Panel Points and Mid -panel TL Defl -0.34" in D -N L/528 Quality Control Factor 1.25 on BC Shear // Grain in O -B 0.44 DL Defl -0.13" at D L/999 FABRICATOR NOTES: Jt React Uplft Size Req'd 1. EAST COAST LUMBER & SUPPLY Lbs Lbs In-Sx In-Sx Plates for each ply each face. F.M. HILPERT, P.E.#50477 F 924 0 4- 0 1- 0 PLATING CONFORMS TO TPI. 5285 ST. LUCIE BLVD. H 886 0 4- 0 1- 0 REPORTS: SBCCI 9761 FORT PIERCE FL. 34946 ROBBINS ENGINEERING, INC. 2. !!!CAUTION!!! READ "SCSI-B1 Membr CSI P Lbs Axl-CSI-Bnd USING GROSS AREA TEST. SUMMARY SHEET" BEFORE ----------Top Chords---------- Plate - LOCK 20 Ga, Gross Area HANDLING , INSTALLING & E -Q 0.36 790 C 0.01 0.35 Plate - RHS 20 Gal, Gross Area BRACING TRUSSES. Q -A 0.85 1830 C 0.01 0.84 Jt Type Plt Size X Y JSI 3. SEE ATTACHED DETAIL SHEET A -C 0.88 2357 C 0.04 0.84 E LOCK 4.Ox 6.0 Ctr-0.5 0.77 FOR: 1-JACK NAILS. C :R 0.67 2567 C 0.05 0.62 Q LOCK 4.Ox 4.0 Ctr-0.5 0.63 2-TBRACE. 3-BEARING BLOCK. R -S 0.36 2448 C 0.05 0.31 G LOCK 4.Ox 4.0-0.5-0.5 0.81 4. DESIGNER: JLW S -T 0.37 1859 C 0.03 0.34 P LOCK 4.Ox 4.0 Ctr 0.5 1.00 Robbins Engineering, Inc./Online PlUSTM ® 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 12:41:50 PM Page 1 Job Mark an Type Span P1-H1 Left OH Right OH Engirteerirrg Sff12CFL FT9 1 M150 160712 10600 0 0 ENGLE/SBI2CFL/M#4153 HO 176-0 HO 1-6-0 TC 1-3-3 2-0-0- --' 9-0 971 6- 4-11 lx3 4x6 3x4 3x3 3x3 3x4 3x3 3x3 3x3 4x4 E Q A C S2 R S T GI s 1-6-0 F H 2x3 P 0 B D N sl M L K J 1x4 4x4 3x4 2x3 lx4 3x3 3x6 3x3 3x3 4x4 lx3 j� Common Diagonal: 1-3-0 - i W:308 W:308 R: 968 R: 935 16- 9- 4 - _ -- BC 6-4-11 10-3-1 16-7-12 ALL PLATES ARE LOCK20 Scale: 0.372" = 1' Robbins Engineering, Inc./Online P1us- S -T 0.38 1996 C 0.04 0.34 P LOCK 4.Ox 4.0-0.2 0.5 0.96 T -G 0.34 788 C 0-.00 0.34 B LOCK 2.Ox 3.0-0.2 Ctr 0.60 Online Plus -- Version 18.0.014--------Bottom Chords--------- D LOCK 1.Ox 4.0 Ctr 0.5 0.98 RUN DATE: 03-MAR-06 F -P 0.14 0 T 0.00 0.14 L LOCK 3.Ox 3.0 0.2 Ctr 0.97 P -O 0.26 1571 T 0.07 0.19 K LOCK 4.Ox 4.0 0.2 0.5 0.93 CSI -Size- ----Lumber---- 0 -B 0.77 2720 T 0.23 0.54 H LOCK 1.0x 4.0 Ctr 0.5 0.98 TC 0,77 4x 2 SP-#2 B -D 0.77 2720 T 0.23 0.54 BC 0.77 4x 2 SP-SS D -N 0.77 2720 T 0.23 0.54 EX S1-H 4x 2 SP-#2 N -S1 0.33 2896 T 0.31 0.02 REFER TO ROBBINS ENG. GENERAL WB 0.47 4x 2 SP-#3 S1-M 0.62 2896 T 0.60 0.02 NOTES AND SYMBOLS SHEET FOR M -L 0.71 2443 T 0.22 0.49 ADDITIONAL SPECIFICATIONS. Brace truss as follows: L -K 0.61 1523 T 0.13 0.48 O.C. From To K -H 0.29 0 T 0.00 0.29 NOTES: TC Cont. 0- 0- 0 16- 7-12-------------Webs------------- Trusses Manufactured by: BC Cont. 0- 0- 0 16- 7-12 F -E 0.10 531 C East Coast Lumber F -E 0.10 531 C Analysis Conforms To: Loading Live Dead (psf) E -P 0.47 1189 T FBC2004 TC 40.0 10.0 P -Q 0.21 1084 C Design checked for LL on BC BC 0.0 5.0 Q -O 0.29 748 T per BOCA (section 1606.2.3), Total 40.0 15.0 55.0 0 -A 0.19 975 C IBC/IRC-2003,and FBC 2004 Spacing 24.0" B -A 0.15 398 T (section 1607.1), 20.0 psf. Lumber Duration Factor 1.00 D -C 0.07 371 C Design checked for 10 psf non - Plate Duration Factor 1.00 C -N 0.19 478 T concurrent LL on BC. TC Fb=1.15 Fc=1.10 Ft=1.10 N -R 0.07 192 T Provide 2X6 continuous BC Fb=1.10 Fc=1.10 Ft=1.10 R -M 0.06 326 C strongbacks (on edge) every M -S 0.13 344 T 10.0 Ft. Fasten to each Plus 2 Unbalanced Load Cases S -L 0.13 665 C truss w/ 3-16d nails at Plus 1 UBC LL Load Case(s) L -T 0.28 703 T truss member(s). Plus 1 BC LL Load Case(s) T -K 0.22 1091 C This truss must be installed K -G 0.45 1142 T as shown. It cannot be Checked for NonConcurrent 200 H -G 0.18 929 C installed upside-down. Lbs Moving Point Load applied Max comp. force 2868 Lbs at Panel Points and Mid -panel LL Defl -0.27" in D -N L/708 Quality Control Factor 1.25 on BC TL Defl -0.36" in D -N L/532 Shear // Grain in D -N 0.41 FABRICATOR NOTES: Jt React Uplft Size Req'd DL Defl -0.14" at D L/999 1. EAST COAST LUMBER & SUPPLY Lbs Lbs In-Sx In-Sx F.M. HILPERT, P.E.#50477 F 969 0 3- 8 1- 0 Plates for each ply each face. 5285 ST. LUCIE BLVD. H 936 0 3- 8 1- 0 PLATING CONFORMS TO TPI. FORT PIERCE FL. 34946 REPORTS: SBCCI 9761 2. !!!CAUTION!!! READ "SCSI-B1 Membr CSI P Lbs Axl-CSI-Bnd ROBBINS ENGINEERING, INC. SUMMARY SHEET" BEFORE ----------Top Chords---------- USING GROSS AREA TEST. HANDLING , INSTALLING & E -Q 0.36 841 C 0.00 0.36 Plate - LOCK 20 Ga, Gross Area BRACING TRUSSES. Q -A 0.74 2074 C 0.02 0.72 Plate - RHS 20 Ga, Gross Area 3. SEE ATTACHED DETAIL SHEET A -C 0,77 2720 C 0,05 0,72 Jt Type Plt Size X Y JSI FOR; 1-JACK 144�bS, C -S2 0.64 2868 C 0.06 0.58 E LOCK 4.Ox 6.0 Ctr-0.5 0.82 2-TBRACE. 3-BEARING BLOCK. S2-R 0.44 2868 C 0.07 0.37 T LOCK 3.Ox 3.0-0.2 Ctr 0.97 4. DESIGNER: JLW R -S 0.35 2675 C 0.05 0.30 G LOCK 4.Ox 4.0-0.5-0.5 0.86 Robbins Engineering, Inc./Online PIusT4 m 1996-2005 Version 18.0,014 Engineering - Portrait 3/3/2006 12:41:49 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering Spy'12CFL FT6 4 M150 200708 10600 0 0 ENGLE/SBI2CFL/M#4153 HO 1-6-0 HO 1-6-0 TC.9-0'.9-O.' 2-0-0 :i9-0:9-01 10- 4- B. _......._._...._....._. _.._.;_:-- lx3 4x6 4x4 3x3 3x3 3x3 3x33x4 3x3 3x3 4x4 4x4 E S T U A C S2 V W X G I 1-6-0 F 2x3 W:400 R:1177 R Q P O B 5x4 4x4 3x3 3x3 lx4 S1 20G-RHS-3xlO Common Diagonal: 1-3-0 D N M L 1x4 3x3 3x3 4x4 H K J lx4 5x4 lx3 I i W:400 R:1164 .20- 9- 0 BC' 10-4-B - - 10-3-0 20-7-8 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.303" = 1' Robbins Engineering, Inc./Online P1us- X -G 0.34 1005 C 0.01 0.33 S LOCK 4.Ox 4.0 Ctr-0.5 0.90 --------Bottom Chords--------- X LOCK 4.Ox 4.0 Ctr-0.5 0.91 Online Plus -- Version 18.0.014 F -R 0.27 0 T 0.00 0.27 G LOCK 4.Ox 4.0-1.0-0.5 1.00 RUN DATE: 03-MAR-06 R -Q 0.64 1987 T 0.16 0.48 R LOCK 5.Ox 4.0-0.5 1.0 0.99 Q -P 0.77 3313 T 0.28 0.49 Q LOCK 4.Ox 4.0 Ctr 0.5 0.90 CSI -Size- ----Lumber---- P -S1 0.93 4146 T 0.87 0.06 B LOCK 1.0x 4.0 Ctr 0.5 0.98 TC 0.59 4x 2 SP-#2 S1-0 0.46 4146 T 0.44 0.02 D LOCK 1.0x 4.0 Ctr 0.5 0.98 BC 0.93 4x 2 SP-#2 0 -B 0.66 4416 T 0.34 0.32 L LOCK 4.Ox 4.0 Ctr 0.5 0.91 EX Sl-H 4x 2 SP-SS B -D 0.67 4416 T 0.34 0.33 K LOCK 5.Ox 4.0 0.5 1.0 0.97 WB 0.59 4x 2 SP-#3 D -N 0.67 4416 T 0.34 0.33 H LOCK 1.0x 4.0 Ctr 0.5 0.98 N -M 0.47 4132 T 0.44 0.03 Brace truss as follows: M -L 0.40 3287 T 0.14 0.26 O.C. From To L -K 0.33 1946 T 0.08 0.25 REFER TO ROBBINS ENG. GENERAL TC Cont. 0- 0- 0 20- 7- 8 K -H 0.15 0 T 0.00 0.15 NOTES AND SYMBOLS SHEET FOR BC Cont. 0- 0- 0 20- 7- 8 -------------Webs------------- ADDITIONAL SPECIFICATIONS. F -E 0.12 643 C Loading Live Dead (psf) F -E 0.12 643 C NOTES: TC 40.0 10.0 E -R 0.59 1485 T Trusses Manufactured by: BC 0.0 5.0 R -S 0.28 1392 C East Coast Lumber Total 40.0 15.0 55.0 S -Q 0.40 1003 T Analysis Conforms To: Spacing 24.0" Q -T 0.19 968 C FBC2004 Lumber Duration Factor 1.00 T -P 0.25 632 T Design checked for LL on BC Plate Duration Factor 1.00 P -U 0,12 602 C per BOCA (section 1606.2.3), TC Fb=1.15 Fc=1.10 Ft=1.10 U -0 0.18 464 T IBC/IRC-2003,and FBC 2004 BC Fb=1.10 Fc=1.10 Ft=1.10 0 -A 0.12 649 C (section 1607.1), 20.0 psf. B -A 0.12 307 T Design checked for 10 psf non - Plus 2 Unbalanced Load Cases D -C 0.12 314 T concurrent LL on BC. Plus 1 UBC LL Load Case(s) C -N 0.13 662 C Provide 2X6 continuous Plus 1 BC LL Load Case(s) N -V 0.18 471 T strongbacks (on edge) every V -M 0.12 611 C 10.0 Ft. Fasten to each Checked for NonConcurrent 200 M -W 0.25 640 T truss w/ 3-16d nails at Lbs Moving Point Load applied W -L 0.19 978 C truss member(s). at Panel Points and Mid -panel L -X 0.40 1014 T This truss must be installed on BC X -K 0.28 1398 C as shown. It cannot be K -G 0.58 1456 T installed upside-down. Jt React Uplft Size'Req'd H -G 0.22 1157 C Max comp. force 4416 Lbs Lbs Lbs In-Sx In-Sx Quality Control Factor 1.25 F 1178 0 4- 0 1- 0 LL Defl -0.35" in B -D L/676 H 1164 0 4- 0 1- 0 TL Defl -0.48" in B -D L/500 FABRICATOR NOTES: Shear // Grain in 0 -B 0.29 1. EAST COAST LUMBER 6 SUPPLY Membr CSI P Lbs Axl-CSI-Bnd DL Defl -0.18" at B L/999 F.M. HILPERT, P.E.#50477 ----------Top Chords---------- 5285 ST. LUCIE BLVD. E -S 0.35 1050 C 0.01 0.34 Plates for each ply each face. FORT PIERCE FL. 34946 S -T 0.41 2662 C 0.07 0.34 PLATING CONFORMS TO TPI. 2. !!!CAUTION!!! READ "SCSI-B1 T -U 0.53 3738 C 0.25 0.28 REPORTS: SBCCI 9761 SUMMARY SHEET" BEFORE U -A 0.56 4273 C 0.08 0.48 ROBBINS ENGINEERING, INC. HANDLING , INSTALLING & A -C 0.59 4416 C 0.10 0.49 USING GROSS AREA TEST. BRACING TRUSSES. C -S2 0.57 4264 C 0.08 0.49 Plate - LOCK 20 Ga, Gross Area 3. SEE ATTACHED DETAIL SHEET S2-V 0.35 4264 C 0.19 0.16 Plate - RHS 20 Ga, Gross Area FOR: 1-JACK NAILS. V -W 0.51 3718 C 0.24 0.27 Jt Type Plt Size X Y JSI 2-TBRACE. 3-BEARING BLOCK. W -X 0.40 2629 C 0.07 0.33 E LOCK 4.Ox 6.0 0.2-0.5 1.00 4. DESIGNER: JLW Robbins Engineering. Inc./Online PIusT" Q 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 12:52:07 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SP12CFL FTS 1 M100 200508 10600 0 0 ENGLE/SBI2CFL/M#4153 1-6-0 HO 1-6-0 TC; B 2x3 20-5-8 SPL lx4 2x3 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 3x4 lx4 lx4 lx4 lx4 A U V W X Y Z AA BB CC DD EE FF GG HO 1-6-0 ix3 lx4 lx4 lx4 HH JJ C E ICI tt tt tt tt tt tt tt- tt tt tt tt tt tt tt xrr D T S R Q P O N Sl M L K J I H G II ®lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx43x4lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 �- � 1 ,. __ � �-. � �.,.� i :. �:,� �''i+"�_�..-+ -.w. i:,�� �.____ /,� �`%�� -.._.f � '_.,.x �. .•�r .fry __�i�' -.: % Common Diagonal: 1-2-8 lx3 -20- 7- 0 - -- BC 20-5-8 _. - - - - - . _----------- 20-5-8 ..._ . __ ALL PLATES ARE LOCK20 Scale: 0.305" = 1' Robbins Engineering, Inc./Online P1us- R -Q 0.23 0 T 0.00 0.23 GG LOCK 1.0x 4.0 Ctr-0.5 0.98 Q -P 0.23 0 T 0.00 0.23 HH LOCK 1.0x 4.0 Ctr-0.5 0.98 Online Plus -- Version 18.0.014 P -0 0.23 0 T 0.00 0.23 JJ LOCK 1.0x 4.0 Ctr-0.5 0.98 RUN DATE: 03-MAR-06 O -N 0,22 0 T 0.00 0.22 C LOCK 1.Ox 4.0 Ctr-0.5 0.98 N -Sl 0.15 0 T 0.00 0.15 T LOCK 1.0x 4.0 Ctr 0.5 0.98 CSI -Size- ----Lumber---- Sl-M 0,14 0 T 0.00 0.14 S LOCK 1.Ox 4.0 Ctr 0.5 0.98 TC 0.09 4x 2 SP-#2 M -L 0.22 0 T 0.00 0.22 R LOCK 1.0x 4.0 Ctr 0.5 0.98 BC 0.25 4x 2 SP42 L -K 0.23 0 T 0.00 0.23 Q LOCK 1.Ox 4.0 Ctr 0.5 0.98 WB 0.03 4x 2 SP-#3 K -J 0.23 0 T 0.00 0.23 P LOCK 1.10x 4.0 Ctr 0.5 0.98 J -I 0.23 0 T 0.00 0.23 0 LOCK 1.Ox 4.0 Ctr 0.5 0.98 Brace truss as follows: I -H 0.23 0 T 0.00 0.23 N LOCK 1.0x 4.0 Ctr 0.5 0.98 O.C. From To H -G 0.23 0 T 0.00 0.23 M LOCK 1.0x 4.0 Ctr 0.5 0.98 TC Cont. 0- 0- 0 20- 5- 8 G -II 0.25 0 T 0.00 0.25 L LOCK 1.0x 4.0 Ctr 0.5 0.98 BC Cont. 0- 0- 0 20- 5- 8 II-D 0.08 0 T 0.00 0.08 K LOCK 1.Ox 4.0 Ctr 0.5 0.98 -------------Webs------------- J LOCK 1.Ox 4.0 Ctr 0.5 0.98 Loading Live Dead (psf) B -A 0.00 44 C I LOCK 1.0x 4.0 Ctr 0.5 0.98 TC 40.0 10.0 B -A 0.00 44 C H LOCK 1.0x 4.0 Ctr 0.5 0.98 BC 0.0 5.0 T -U 0.02 138 C G LOCK 1.0x 4.0 Ctr 0.5 0.98 Total 40.0 15.0 55.0 S -V 0.02 132 C II LOCK 1.0x 4.0 Ctr 0.5 0.98 Spacing 24.0" R -W 0.02 133 C D LOCK 1.Ox 4.0 Ctr 0.5 0.98 Lumber Duration Factor 1.00 Q -X 0.02 133 C Plate Duration Factor 1.00 P -Y 0.02 133 C TC Fb=1.15 Fc=1.10 Ft=1.10 0 -Z 0.02 133 C REFER TO ROBBINS ENG. GENERAL BC Fb=1.10 Fc=1.10 Ft=1.10 N -AA 0.02 133 C NOTES AND SYMBOLS SHEET FOR M -BB 0.02 133 C ADDITIONAL SPECIFICATIONS. Plus 1 UBC LL Load Case(s) L -CC 0.02 133 C K -DD 0.02 133 C NOTES: Checked for NonConcurrent 200 J -EE 0.02 133 C Trusses Manufactured by: Lbs Moving Point Load applied I -FF 0.02 133 C East Coast Lumber at Panel Points and Mid -panel H -GG 0.02 130 C Analysis Conforms To: on BC G -HH 0.02 145 C FBC2004 II-JJ 0.03 96 T Design checked for LL on BC Jt React Uplft Size Req'd D -C 0.01 98 C 0.01 0.00 per BOCA (section 1606.2.3), Lbs Lbs In-Sx In-Sx IBC/IRC-2003,and FBC 2004 Cont. Brg 0- 0- 0 to 20- 5- 8 LL Defl 0.00" in G -II L/999 (section 1607.1), 20.0 psf. 2244 0 Hz = 0 TL Defl 0.00" in G -II L/999 Design checked for 10 psf non - Shear // Grain in B -T 0.20 concurrent LL on BC. Membr CSI P Lbs Axl-CSI-Bnd DL Defl 0.00" at L/999 Prevent truss rotation at all ----------Top Chords---------- bearing locations. A -U 0.08 14 C 0.00 0.08 Plates for each ply each face. This truss must be installed U -V 0.08 14 C 0.00 0.08 PLATING CONFORMS TO TPI. as shown. It cannot be V -W 0.07 14 C 0.00 0.07 REPORTS: SBCCI 9761 installed upside-down. W -X 0.07 14 C 0.00 0.07 ROBBINS ENGINEERING, INC. Max comp. force 145 Lbs X -Y 0,07 14 C 0.00 0.07 USING GROSS AREA TEST. Quality Control Factor 1.25 Y -Z 0.07 14 C 0.00 0.07 Plate - LOCK 20 Ga, Gross Area Z -AA 0,07 14 C 0.00 0.07 Plate - RHS 20 Ga, Gross Area FABRICATOR NOTES: AA -BB 0.07 14 C 0.00 0.07 Jt Type Plt Size X Y JSI 1. EAST COAST LUMBER S SUPPLY BB -CC 0.07 14 C 0.00 0.07 U LOCK 1.Ox 4.0 Ctr-0.5 0.98 F.M. HILPERT, P.E.#50477 CC-DD 0.07 14 C 0.00 0.07 V LOCK 1.0x 4.0 Ctr-0.5 0.98 5285 ST. LUCIE BLVD. DD-EE 0.07 14 C 0.00 0.07 W LOCK 1.0x 4.0 Ctr-0.5 0.98 FORT PIERCE FL. 34946 EE-FF 0.07 14 C 0.00 0.07 X LOCK 1.Ox 4.0 Ctr-0.5 0.98 2. !!!CAUTION!!! READ "SCSI-51 FF-GG 0.07 14 C 0.00 0.07 Y LOCK 1.0x 4.0 Ctr-0.5 0.98 SUMMARY SHEET" BEFORE GG-HH 0.09 14 C 0.00 0.09 Z LOCK 1.0x 4.0 Ctr-0.5 0.98 HANDLING , INSTALLING 6 HH-JJ 0.09 14 C 0.00 0.09 AA LOCK 1.0x 4.0 Ctr-0.5 0.98 BRACING TRUSSES. JJ-C 0.06 14 C 0.00 0.06 BB LOCK 1.Ox 4.0 Ctr-0.5 0.98 3. SEE ATTACHED DETAIL SHEET --------Bottom Chords--------- CC LOCK 1.Ox 4.0 Ctr-0.5 0.98 FOR: 1-JACK NAILS. B -T 0.19 0 T 0.00 0.19 DD LOCK 1.0x 4.0 Ctr-0.5 0.98 2-TBRACE. 3-BEARING BLOCK. T -S 0.23 0 T 0.00 0.23 EE LOCK 1.0x 4.0 Ctr-0.5 0.98 4. DESIGNER: JLW S -R 0.23 0 T 0.00 0.23 FF LOCK 1.0x 4.0 Ctr-0.5 0.98 Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 12:52:06 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH EngMeerit:g SP12CFL FT13 1 M100 150508 10600 0 0 ENGLE/SBI2CFL/M#4153 1-6-0 HO 1-6-0 TC: lx3 C lx4 lx4 lx4 lx4 A R S T 15-5-8 lx4 lx4 lx4 lx4 U V W X HO 1-6-0 I lx4 lx4 lx4 lx4 2x3 Y Z AA BB E B lx4 D Q P O N M L K J I H G lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4�i" lx4 lx4 T Common Diagonal: 1-2-8 lx3 15- 7- 0 BC. 15-5-8 - - - 15-5-8 ALL PLATES ARE LOCK20 Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.08 4x 2 SP-#2 BC 0.23 4x 2 SP-#2 WB 0.02 4x 2 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 15- 5- 8 BC Cont. 0- 0- 0 15- 5- 8 Loading Live Dead (psf) TC 40.0 10.0 BC 0.0 5.0 Total 40.0 15.0 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 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 Robbins Engineering, Inc./Online Plus- --------Bottom Chords --------- B -Q 0.21 0 T 0.00 0.21 Q -P 0.23 0 T 0.00 0.23 P -0 0.23 0 T 0.00 0.23 0 -N 0.23 0 T 0.00 0.23 N -M 0.23 0 T 0.00 0.23 M -L 0.23 0 T 0.00 0.23 L -K 0.23 0 T 0.00 0.23 K -J 0.23 0 T 0.00 0.23 J -I 0.23 0 T 0.00 0.23 I -H 0.23 0 T 0.00 0.23 H -G 0.22 0 T 0.00 0.22 G -F 0.15 0 T 0.00 0.15 ------------- Webs ------------- B -A 0.01 58 C 0.01 0.00 Q -R 0.02 143 C P -S 0.02 131 C 0 -T 0.02 133 C N -U 0.02 133 C M -V 0.02 133 C L -W 0.02 133 C K -X 0.02 133 C J -Y 0.02 133 C I -Z 0.02 132 C H -AA 0.02 138 C G -BB 0.02 100 C F -E 0.00 18 C F -E 0.00 18 C LL Defl 0.00" in F -F L/999 TL Defl 0.00" in F -F L/999 Shear // Grain in F -F 0.32 DL Defl 0.00" at L/999 Cont. Brg 0- 0- 0 to 15- 5- 8 Plates for each ply each face. 1694 0 Hz = 0 PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 Membr CSI P Lbs Axl-CSI-Bnd ROBBINS ENGINEERING, INC. ----------Top Chords---------- USING GROSS AREA TEST. A -R 0.08 14 C 0.00 0.08 Plate - LOCK 20 Ga, Gross Area R -S 0.08 14 C 0.00 0.08 Plate - RHS 20 Ga, Gross Area S -T 0.07 14 C 0.00 0.07 Jt Type Plt Size X Y JSI T -U 0.07 14 C 0.00 0.07 A LOCK 1.0x 4.0 Ctr-0.5 0.90 U -V 0.07 14 C 0.00 0.07 R LOCK 1.0x 4.0 Ctr-0.5 0.90 V -W 0.07 14 C 0.00 0.07 S LOCK 1.0x 4.0 Ctr-0.5 0.90 W -X 0.07 14 C 0.00 0.07 T LOCK 1.0x 4.0 Ctr-0.5 0.90 X -Y 0.07 14 C 0.00 0.07 U LOCK 1.0x 4.0 Ctr-0.5 0.90 Y -Z 0.07 14 C 0.00 0.07 V LOCK 1.0x 4.0 Ctr-0.5 0.90 Z -AA 0.08 14 C 0.00 0.08 W LOCK 1.0x 4.0 Ctr-0.5 0.90 AA -BB 0.08 14 C 0.00 0.08 X LOCK 1.0x 4.0 Ctr-0.5 0.90 BB-E 0.05 14 C 0.00 0.05 Y LOCK 1.Ox 4.0 Ctr-0.5 0.90 Scale: 0.398" = 1 F 2x3 Z LOCK 1.0x 4.0 Ctr-0.5 0.90 AA LOCK 1.Ox 4.0 Ctr-0.5 0.90 BB LOCK 1.0x 4.0 Ctr-0.5 0.90 B LOCK 1.0x 4.0 Ctr 0.5 0.90 Q LOCK l.Ox 4.0 Ctr 0.5 0.90 P LOCK 1.Ox 4.0 Ctr 0.5 0.90 O LOCK 1.Ox 4.0 Ctr 0.5 0.90 N LOCK 1.0x 4.0 Ctr 0.5 0.90 M LOCK 1.0x 4.0 Ctr 0.5 0.90 L LOCK 1.Ox 4.0 Ctr 0.5 0.90 K LOCK l.Ox 4.0 Ctr 0.5 0.90 J LOCK 1.Ox 4.0 Ctr 0.5 0.90 I LOCK 1.Ox 4.0 Ctr 0.5 0.90 H LOCK 1.0x 4.0 Ctr 0.5 0.90 G LOCK 1.Ox 4.0 Ctr 0.5 0.90 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 143 Lbs Quality Control Factor 1.25 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online PIusT" O 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 12:41:51 PM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SP12CFL FT12 4 M150 150908 10600 0 0 ENGLE/SBI2CFL/M#4153 HO 1-6-0 HO 1-6-0 TC, 9-8 9-8 2-0-0 9-8 9-8 �- 7-11- 8. lx3 4x4 3x3 3x3 3x3 3x3 3x3 3x3 4x6 E G Q R A C S T I ?t 1-6-0 F��F62xj2l lx4 H P O N B D M L K Ix3`:7 4x4 3x3 3x3 lx4 lx4 3x3 3x3 4x4 O Common Diagonal: 1-3-0 i W:400 W:400 R: 898 R: 911 15-11- 0 _- -- - BC 7-10-0 7-11-8 15-9-8 ALL PLATES ARE LOCK20 Scale: 0.390" = 1' Robbins Engineering, Inc./Online P1us- S -T 0.41 1909 C 0.04 0.37 F LOCK 1.0x 4.0 Ctr 0.5 0.90 T -I 0.37 787 C 0.00 0.37 P LOCK 4.Ox 4.0 Ctr 0.5 0.98 Online Plus -- Version 18.0.014--------Bottom Chords--------- B LOCK 1.0x 4.0 Ctr 0.5 0.90 RUN DATE: 03-MAR-06 F -P 0.27 0 T 0.00 0.27 D LOCK 1.0x 4.0 Ctr 0.5 0.90 P -0 0.60 1456 T 0.13 0.47 K LOCK 4.Ox 4.0 Ctr 0.5 0.99 CSI -Size- ----Lumber---- 0 -N 0.59 2300 T 0.21 0.38 TC 0.45 4x 2 SP-#2 N -B 0.86 2610 T 0.40 0.46 BC 0.86 4x 2 SP-#2 B -D 0.86 2610 T 0.40 0.46 REFER TO ROBBINS ENG. GENERAL WB 0.44 4x 2 SP-#3 D -M 0.85 2610 T 0.40 0.45 NOTES AND SYMBOLS SHEET FOR M -L 0.59 2314 T 0.21 0.38 ADDITIONAL SPECIFICATIONS. Brace truss as follows: L -K 0.60 1484 T 0.13 0.47 O.C. From To K -J 0.28 0 T 0.00 0.28 NOTES: TC Cont. 0- 0- 0 15- 9- 8-------------Webs------------- Trusses Manufactured by: BC Cont. 0- 0- 0 15- 9- 8 F -E 0.17 892 C East Coast Lumber E -P 0.43 1093 T Analysis Conforms To: Loading Live Dead (psf) P -Q 0.21 1042 C FBC2004 TC 40.0 10.0 Q -0 0.25 642 T Design checked for LL on BC BC 0.0 5.0 0 -R 0.12 609 C per BOCA (section 1606.2.3), Total 40.0 15.0 55.0 R -N 0.16 408 T IBC/IRC-2003,and FBC 2004 Spacing 24.0" N -A 0.10 541 C (section 1607.1), 20.0 psf. Lumber Duration Factor 1.00 B -A 0.09 236 T Design checked for 10 psf non - Plate Duration Factor 1.00 D -C 0.09 229 T concurrent LL on BC. TC Fb=1.15 Fc=1.10 Ft=1.10 C -M 0.10 528 C Provide 2X6 continuous BC Fb=1.10 Fc=1.10 Ft=1.10 M -S 0.16 400 T strongbacks (on edge) every S -L 0.12 599 C 10.0 Ft. Fasten to each Plus 2 Unbalanced Load Cases L -T 0.25 631 T truss w/ 3-16d nails at Plus 1 UBC LL Load Case(s) T -K 0.20 1036 C truss member(s). Plus 1 BC LL Load Case(s) K -I 0.44 1113 T This truss must be installed J -I 0.09 497 C as shown. It cannot be Checked for NonConcurrent 200 J -I 0.09 497 C installed upside-down. Lbs Moving Point Load applied Max comp. force 2610 Lbs at Panel Points and Mid -panel LL Defl -0.14" in D -M L/999 Quality Control Factor 1.25 on BC TL Defl -0.19" in D -M L/966 Shear // Grain in J -J 0.32 FABRICATOR NOTES: Jt React Uplft Size Req'd DL Defl -0.12" at D L/999 1. EAST COAST LUMBER & SUPPLY Lbs Lbs In-Sx In-Sx F.M. HILPERT, P.E.#50477 F 899 0 4- 0 1- 0 Plates for each ply each face. 5285 ST. LUCIE BLVD. J 912 0 4- 0 1- 0 PLATING CONFORMS TO TPI. FORT PIERCE FL. 34946 REPORTS: SBCCI 9761 2. !!!CAUTION!!! READ "BCSI-B1 Membr CSI P Lbs Axl-CSI-Bnd ROBBINS ENGINEERING, INC. SUMMARY SHEET" BEFORE ----------Top Chords---------- USING GROSS AREA TEST. HANDLING , INSTALLING & E -Q 0.36 754 C 0.00 0.36 Plate - LOCK 20 Gat, Gross Area BRACING TRUSSES. Q -R 0.39 1888 C 0.03 0.36 Plate - RHS 20 Ga, Gross Area 3. SEE ATTACHED DETAIL SHEET R -A 0.43 2446 C 0.02 0.41 Jt Type Plt Size X Y JSI FOR: 1-JACK NAILS. A -C 0.45 2610 C 0.04 0.41 E LOCK 4.Ox 4.0 0.5-0.5 0.82 2-TBRACE. 3-BEARING BLOCK. C -S 0.42 2455 C 0.02 0.40 I LOCK 4.Ox 6.0 Ctr-0.5 0.76 4. DESIGNER: JLW Robbins Engineering, Inc.lOnline PIUSTM ® 1996-2005 Version 18.0.014 Engineering -Portrait 3/3/2006 12:41:50 PM Pagel . Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SP12CFL 1 1 M150 150214 10600 0 0 ENGLE/SBI2CFL/M#4153 HO 1-6-0 HO 1-6-0 TC; 9-8 9-8 2-0-0 1-0-6. 7-11- 8 --- lx3 4x4 3x3 3x3 3x3 lx4 3x3 3x3 4x6 EG P Q A C R S I 1-6-0 F J lx4 H O N M B D L K 2x3 1 x 3 4x4 3x3 3x3 lx4 3x3 3x3 4x4 , Common Diagonal: 1-3-0 i W:400 W':400 R: 867 R: 882 - -- 15- 4- 6 - ------- ----------- BC 7-10-0_ 7-4-14 15-2-14 ALL PLATES ARE LOCK20 Scale: 0.404" = 1' Robbins Engineering, Inc./Online P1us- R -S 0.40 1822 C 0.03 0.37 0 LOCK 4.Ox 4.0 Ctr 0.5 0.94 S -I 0.37 760 C 0.00 0.37 B LOCK 1.Ox 4.0 Ctr 0.5 0.90 Online Plus -- Version 18.0.014--------Bottom Chords--------- K LOCK 4.Ox 4.0 Ctr 0.5 0.96 RUN DATE: 03-MAR-06 F -O 0.28 0 T 0.00 0.28 0 -N 0.59 1396 T 0.12 0.47 CSI -Size- ----Lumber---- N -M 0.58 2186 T 0.20 0.38 REFER TO ROBBINS ENG. GENERAL TC 0.56 4x 2 SP-#2 M -B 0.76 2428 T 0.38 0.38 NOTES AND SYMBOLS SHEET FOR BC 0.77 4x 2 SP-#2 B -D 0.77 2428 T 0.38 0.39 ADDITIONAL SPECIFICATIONS. WB 0.43 4x 2 SP-#3 D -L 0.70 2208 T 0.31 0.39 L -K 0.59 1428 T 0.12 0.47 NOTES: Brace truss as follows: K -J 0.31 0 T 0.00 0.31 Trusses Manufactured by: O.C. From To -------------Webs------------- East Coast Lumber TC Cont. 0- 0- 0 15- 2-14 F -E 0.17 860 C Analysis Conforms To: BC Cont. 0- 0- 0 15- 2-14 E -0 0.42 1049 T FBC2004 0 -P 0.20 998 C Design checked for LL on BC Loading Live Dead (psf) P -N 0.24 601 T per BOCA (section 1606.2.3), TC 40.0 10.0 N -Q 0.11 570 C IBC/IRC-2003,and FBC 2004 BC 0.0 5.0 Q -M 0.14 371 T (section 1607.1), 20.0 psf. Total 40.0 15.0 55.0 M -A 0.09 471 C Design checked for 10 psf non - Spacing 24.0" B -A 0.07 187 T concurrent LL on BC. Lumber Duration Factor 1.00 D -C 0.05 280 C Provide 2X6 continuous Plate Duration Factor 1.00 D -R 0.22 567 T strongbacks (on edge) every TC Fb=1.15 Fc=1.10 Ft=1.10 R -L 0.11 572 C 10.0 Ft. Fasten to each BC Fb=1.10 Fc=1.10 Ft=1.10 L -S 0.23 585 T truss w/ 3-16d nails at S -K 0.20 994 C truss member(s). Plus 2 Unbalanced Load Cases K -I 0.43 1075 T This truss must be installed Plus 1 UBC LL Load Case(s) J -I 0.09 482 C as shown. It cannot be Plus 1 BC LL Load Case(s) J -I 0.09 482 C installed upside-down. Max comp. force 2428 Lbs Checked for NonConcurrent 200 LL Defl -0.15" in M -B L/999 Quality Control Factor 1.25 Lbs Moving Point Load applied TL Defl -0.19" in M -B L/931 at Panel Points and Mid -panel Shear // Grain in J -J 0.32 FABRICATOR NOTES: on BC DL Defl -0.12" at B L/999 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 Jt React Uplft Size Req'd Plates for each ply each face. 5285 ST. LUCIE BLVD. Lbs Lbs In-Sx In-Sx PLATING CONFORMS TO TPI. FORT PIERCE FL. 34946 F 867 0 4- 0 1- 0 REPORTS: SBCCI 9761 2. !!!CAUTION!!! READ "SCSI-B1 J 883 0 4- 0 1- 0 ROBBINS ENGINEERING, INC. SUMMARY SHEET" BEFORE USING GROSS AREA TEST. HANDLING , INSTALLING & Membr CSI P Lbs Axl-CSI-Bnd Plate - LOCK 20 Ga, Gross Area BRACING TRUSSES. ----------Top Chords---------- Plate - RHS 20 Ga, Gross Area 3. SEE ATTACHED DETAIL SHEET E -P 0.35 724 C 0.00 0.35 Jt Type Plt Size X Y JSI FOR: 1-JACK NAILS. P -Q 0.38 1800 C 0.03 0.35 E LOCK 4.Ox 4.0 0.5-0.5 0.79 2-TBRACE. 3-BEARING BLOCK. Q -A 0.39 2308 C 0.02 0.37 C LOCK 1.Ox 4.0 Ctr-0.5 0.90 4. DESIGNER: JLW A -C 0.56 2428 C 0.03 0.53 I LOCK 4.Ox 6-0 Ctr-0.5 0.74 C -R 0.56 2428 C 0.03 0.53 F LOCK 1.0X 4.0 Ctr 0.5 0.90 Robbins Engineering, Inc./Online PIUSTM a 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 12:41:51 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering S.812CFL FT16 1 M150 130214 10600 0 0 ENGLE/SBI2CFL/M#4153 HO 1-6-0 HO 1-6-0 TC: 9-8 9-8 - 2-0-0 _.i_!9-3 .I 9-3.--�------.__-------------J 7-11- 8 - - -- - - lx3 4x4 3x3 3x3 3x3 3x3 3x3 4x6 E G P Q A C R I 1-6-0 F J lx4 H O N M B D L K 2x3 lx3 4x4 3x3 3x3 lx4 lx4 3x3 4x4 Common Diagonal: 1-3-0 W:400 W:400 R: 750 R: 779 BC 7-10-0 13- 4- 6 13-2-14 ALL PLATES ARE LOCK20 -_ 5-4-14 Scale: 0.462" = 1 Robbins Engineering, Inc./Online P1us- C -R 0.60 1443 C 0.01 0.59 B LOCK 1.0x 4.0 Ctr 0.5 0.90 R -I 0.32 646 C 0.00 0.32 D LOCK 1.0x 4.0 Ctr 0.5 0.92 Online Plus -- Version 18.0.014--------Bottom Chords--------- K LOCK 4.Ox 4.0 Ctr 0.5 0.82 RUN DATE: 03-MAR-06 F -0 0.22 0 T 0.00 0.22 0 -N 0.46 1178 T 0.08 0.38 CSI -Size- ----Lumber---- N -M 0.44 1768 T 0.14 0.30 REFER TO ROBBINS ENG. GENERAL TC 0.61 4x 2 SP-#2 M -B 0.75 1773 T 0.24 0.51 NOTES AND SYMBOLS SHEET FOR BC 0.85 4x 2 SP-#1 B -D 0.85 1773 T 0.24 0.61 ADDITIONAL SPECIFICATIONS. WB 0.36 4x 2 SP-#3 D -L 0.85 1773 T 0.24 0.61 L -K 0.39 1215 T 0.09 0.30 NOTES: Brace truss as follows: K -J 0.22 0 T 0.00 0.22 Trusses Manufactured by: O.C. From To -------------Webs------------- East Coast Lumber TC Cont. 0- 0- 0 13- 2-14 F -E 0.14 745 C Analysis Conforms To: BC Cont. 0- 0- 0 13- 2-14 E -0 0.35 888 T FBC2004 0 -P 0.16 839 C Design checked for LL on BC Loading Live Dead (psf) P -N 0.18 449 T per BOCA (section 1606.2.3), TC 40.0 10.0 N -Q 0.08 425 C IBC/IRC-2003,and FBC 2004 BC 0.0 5.0 Q -M 0.08 221 T (section 1607.1), 20.0 psf. Total 40.0 15.0 55.0 M -A 0.11 276 T Design checked for 10 psf non - Spacing 24.0" B -A 0.04 209 C concurrent LL on BC. Lumber Duration Factor 1.00 D -C 0.14 354 T Provide 2X6 continuous Plate Duration Factor 1.00 C -L 0.14 737 C strongbacks (on edge) every TC Fb=1.15 Fc=1.10 Ft=1.10 L -R 0.20 517 T 10.0 Ft. Fasten to each BC Fb=1.10 Fc=1.10 Ft=1.10 R -K 0.16 840 C truss w/ 3-16d nails at K -I 0.36 914 T truss member(s). Plus 2 Unbalanced Load Cases J -I 0.08 425 C This truss must be installed Plus 1 UBC LL Load Case(s) J -I 0.08 425 C as shown. It cannot be Plus 1 BC LL Load Case(s) installed upside-down. LL Defl -0.14" in M -B L/999 Max comp. force 1806 Lbs Checked for NonConcurrent 200 TL Defl -0.19" in M -B L/806 Quality Control Factor 1.25 Lbs Moving Point Load applied Shear // Grain in M -B 0.34 at Panel Points and Mid -panel DL Defl -0.12" at B L/999 FABRICATOR NOTES: on BC 1. EAST COAST LUMBER & SUPPLY Plates for each ply each face. F.M. HILPERT, P.E.#50477 Jt React Uplft Size Req'd PLATING CONFORMS TO TPI. 5285 ST. LUCIE BLVD. Lbs Lbs In-Sx In-Sx REPORTS: SBCCI 9761 FORT PIERCE FL. 34946 F 751 0 4- 0 1- 0 ROBBINS ENGINEERING, INC. 2. !!!CAUTION!!! READ ''SCSI-B1 J 779 0 4- 0 1- 0 USING GROSS AREA TEST. SUMMARY SHEET" BEFORE Plate - LOCK 20 Ga, Gross Area HANDLING , INSTALLING & Membr CSI P Lbs Axl-CSI-Bnd Plate - RHS 20 Ga, Gross Area BRACING TRUSSES. ----------Top Chords---------- Jt Type Plt Size X Y JSI 3. SEE ATTACHED DETAIL SHEET E -P 0.34 613 C 0.00 0.34 E LOCK 4.Ox 4.0 0.5-0.5 0.67 FOR: 1-JACK NAILS. P -Q 0.36 1480 C 0.02 0.34 I LOCK 4.Ox 6.0 Ctr-0.5 0.63 2-TBRACE. 3-BEARING BLOCK. Q -A 0.35 1806 C 0.02 0.33 F LOCK 1.0x 4.0 Ctr 0.5 0.90 4. DESIGNER: JLW A -C 0.61 1773 C 0.02 0.59 0 LOCK 4.Ox 4.0 Ctr 0.5 0.79 Robbins Engineering, Inc./Online PIUSTM m 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 12:41:52 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering St12M FG20 1 FLAT 90805 10600 0 0 ENGLE/SBI2CFL/M#4153 HO 1-6-0 HO 1-6-0 TC #7x10 #4x8 2x4 #7x10 A G H B 1-6-0 D #3x6 W:600 R:1066 7 i � a F #4x8 E #4x12 BC- - - 9-6-5 9-8-5 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.53 2x 4 SP-#2 BC 0.68 2x 4 SP-#2 WB 0.20 2x 4 SP-#3 EX A -F 2x 4 SP-#2 EX E -B 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9- 8- 5 BC Cont. 0- 0- 0 9- 8- 5 Loading Live Dead (psf) TC 40.0 10.0 BC 0.0 5.0 Total 40.0 15.0 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.00 Plate Duration Factor 1.00 plf - Live Dead From To TC V 80 20 0.0' 9.7' BC V 0 10 0.0' 9.7' TC V 0 110 0.0' 9.7' Plus 1 UBC LL Load Case(s) Robbins Engineering, Inc./Online Plus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -G 0.53 1891 C 0.04 0.49 G -H 0.45 1887 C 0.04 0.41 H -B 0.53 1887 C 0.04 0.49 --------Bottom Chords --------- D -F 0.39 0 T 0.00 0.39 F -E 0.68 1891 T 0.34 0.34 E -C 0.35 0 T 0.00 0.35 ------------- Webs ------------- D -A 0.20 1038 C A -F 0.46 2027 T F -G 0.14 707 C G -E 0.06 169 C E -H 0.14 707 C E -B 0.46 2023 T C -B 0.20 1037 C LL Defl -0.03" in F -E L/999 TL Defl -0.08" in F -E L/999 Shear // Grain in A -G 0.61 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 7.Ox10.0 1.5-0.1 0.47 G# LOCK 4.Ox 8.0 1.3 Ctr 0.30 B# LOCK 7.Ox10.0-1.5-0.1 0.47 F# LOCK 4.Ox 8.0-1.0 Ctr 0.67 E# LOCK 4.Oxl2.0 0.5 Ctr 0.70 Checked for NonConcurrent 200 Lbs Moving Point Load applied # = Plate Monitor used at Panel Points and Mid -panel on BC REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Jt React Uplft Size Req'd ADDITIONAL SPECIFICATIONS. Lbs Lbs In-Sx In-Sx D 1066 0 6- 0 1- 4 NOTES: C 1066 0 4- 0 1- 4 Trusses Manufactured by: Robbins Engineering, Inc./Online Plus- ® 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 12:41:42 PM Page 1 3,,? C #3x6 W:400 R:1066 Scale: 0.598" = 1 East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. This truss must be installed as shown. It cannot be installed upside-down. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Unbalanced Loads Checked Load Factors = 1.00 and 0.00 Max comp. force 1891 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW . Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SBI2CFL I 1*2P FLAT 120100 10600 0 0 ENGLE/SBI2CFL/M#4153 HO 1-6-0 HO 1-6-0 TC 12-1-0 #6x10 #4x10 2x4 #6x10 A H F B 1-6-0 D C #3x6 i #3x6 G #4x10 I5 E W:800 #5x16 HGR R:2413 R:2501 BC- .. .._. .. 12-1-0 12-1-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.490" = 1' Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 *************** * 2-Ply Truss *************** CSI -Size- ----Lumber---- TC 0.87 2x 4 SP-#2 BC 0.80 2x 4 SP-#2 WB 0.24 2x 4 SP-#3 EX A -G 2x 4 SP42 EX E -B 2x 4 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 12- 1- 0 BC Cont. 0- 0- 0 12- 1- 0 Loading Live Dead (psf) TC 40.0 10.0 BC 0.0 5.0 Total 40.0 15.0 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.00 Plate Duration Factor 1.00 plf - Live Dead From To TC V 80 20 0.0' 12.1' BC V 0 10 0.0' 12.1' TC V 200 75 0.0' 12.1' BC V 191 72 8.0' CL-LB Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online P1us- D 2414 0 8- 0 1- 7 C 2501 0 3- 8 1- 8 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -H 0.85 5505 C 0.11 0.74 H -F 0.69 5756 C 0.10 0.59 F -B 0.87 5756 C 0.12 0.75 --------Bottom Chords --------- D -G 0.23 0 T 0.00 0.23 G -E 0.80 5505 T 0.63 0.17 E -C 0.25 0 T 0.00 0.25 ------------- Webs ------------- D -A 0.23 2367 C A -G 0.66 5758 T G -H 0.16 1670 C H -E 0.05 276 T E -F 0.15 1577 C E -B 0.69 6021 T C -B 0.24 2449 C LL Defl -0.14" in G -E L/974 TL Defl -0.19" in G -E L/707 Shear // Grain in A -H 0.69 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 A# LOCK 6.0x10.0 1.6 0.4 0.69 H# LOCK 4.0x10.0 1.5 Ctr 0.27 B# LOCK 6.0x10.0-1.7 0.4 0.72 G# LOCK 4.0x10.0-1.5 Ctr 0.72 E# LOCK 5.Oxl6.0 0.4 Ctr 0.72 # = Plate Monitor used 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: Robbins Engineering, Inc./Online PIUS- ® 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 12:41:42 PM Page 1 Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 2 COMPLETE TRUSSES REQUIRED. Fasten together in staggered pattern. (1/2" bolts -OR- SDS3 screws -OR- lOd nails as each layer is applied.) ----Spacing (In) ---- Rows Nails Screws Bolts TC 1 6.5 18 0 BC 1 12 24 0 WB 1 4 4 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. This truss must be installed as shown. It cannot be installed upside-down. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Unbalanced Loads Checked Load Factors = 1.00 and 0.00 Max comp. force 5756 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SP12CFL FT23 1 M100 31107 10600 0 0 ENGLE/SBI2CFL/M#4153 1-6-0 HO 1-6-0 HO 1-6-0 TC' 1-8-0.-... ._ .. _ 1-7-15 ...-.....L_ 3x4 lx4 3x4 3x6 Common Diagonal: 2-5-4 W:400 HGR R: 217 R: 263 BC 3-11-7 i - 3-11-7 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- A -F 0.21 178 C 0.00 0.21 F -C 0.21 178 C 0.00 0.21 Online Plus -- Version 18.0.014 --------Bottom Chords--------- RUNDATE: 03-MAR-06 B -E 0.38 0 T 0.00 0.38 E -D 0.37 0 T 0.00 0.37 CSI -Size- ----Lumber---- ------------- Webs ------------- TC 0.21 4x 2 SP42 B -A 0.02 114 C BC 0.38 4x 2 SP-#2 B -A 0.02 114 C WB 0.08 4x 2 SP-#3 A -E 0.08 222 T E -F 0.04 227 C Brace truss as follows: E -C 0.08 222 T O.C. From To D -C 0.02 114 C TC Cont. 0- 0- 0 3-11- 7 D -C 0.02 114 C BC Cont. 0- 0- 0 3-11- 7 Loading Live Dead (psf) TC 40.0 10.0 BC 0.0 5.0 Total 40.0 15.0 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 1 UBC LL Load 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 B 217 0 4- 0 1- 0 D 263 0 3- 8 1- 0 LL Defl 0.01" in B -E L/999 TL Defl 0.01" in B -E L/999 Shear // Grain in D -D 0.32 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gar Gross Area it Type Plt Size X Y JSI A LOCK 3.Ox 4.0-0.5 Ctr 0.90 F LOCK 1.0x 4.0 Ctr-0.5 0.90 C LOCK 3.Ox 4.0 0.5 Ctr 0.90 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Membr CSI P Lbs Axl-CSI-Bnd Trusses Manufactured by: ----------Top Chords---------- East Coast Lumber Robbins Engineering, Inc./Online PIUSTM ® 1996-2005 Version 18.0,014 Engineering - Portrait 3/3/2006 12:41:53 PM Page 1 Scale: 0.854" = 1' Analysis Conforms To: FEC2004 Design checked.for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 227 Lbs Quality Control Factor 1.25 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering S$12CFL FG15 1*2P FLAT 130701 10600 0 0 ENGLE/SBI2CFL/M##4153 HO 1-6-0 HO 1-670 TC' 13-7-1 #4x8 G #6x8 #4x8 2x4 #4x8 #4x8 #6x6 A R P T J B 1-6-0 D #3x6 W:511 R:2690 BC. H Q O S I #4x8 #4x8 #4x12 #4x8 #4x6 M W:600 W:1000 R:5517 R:1944 6-10-1 i - - 6-9-0 , _ - 13-7-1 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 * 2-Ply Truss *************** CSI -Size- ----Lumber---- TC 0.51 2x 4 SP-SS BC 0.51 2x 4 SP-#2 WB 0.46 2x 4 SP-#3 EX A -H 2x 4 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 13- 7- 1 BC Cont. 0- 0- 0 13- 7- 1 Loading Live Dead (psf) TC 40.0 10.0 BC 0.0 5.0 Total 40.0 15.0 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lu!nber Duration Factor 1.00 Plate Duration Factor 1.00 plf - Live Dead From To TC V 80 20 0.0' 13.6' BC V 0 10 0.0' 13.6' TC V 400 150 2.7' 13.6' TC V 1819 682 1.7' CL-LB Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx D 2691 0 5-11 1- 9 O 5517 0 6- 0 3- 1 C 1945 0 10- 0 1- 2 Robbins Engineering, Inc./Online P1us- A -G 0.04 3179 C 0.01 0.03 G -R 0.19 2745 C 0.01 0.18 R -P 0.51 1617 T 0.09 0.42 P -T 0.51 1617 T 0.09 0.42 T -J 0.18 1959 C 0.00 0.18 J -B 0.13 1818 C 0.00 0.13 --------Bottom Chords --------- * -H 0.09 0 T 0.00 0.09 H -Q 0.50 3179 T 0.36 0.14 Q -0 0.51 2745 T 0.29 0.22 0 -S 0.41 1959 T 0.19 0.22 S -I 0.32 1818 T 0.20 0.12 I -C 0.08 0 T 0.00 0.08 ------------- Webs ------------- D -A 0.25 2635 C A -H 0.46 4060 T H -G 0.24 2535 C G -Q 0.07 1095 C Q -R 0.07 551 T R -0 0.45 4491 C O -P 0.20 2066 C O -T 0.36 3606 C S -T 0.02 160 C S -J 0.03 236 C I -J 0.13 1416 C I -B 0.46 2322 T C -B 0.18 1916 C LL Defl -0.03" in H -Q L/999 TL Defl -0.04" in H -Q L/999 Shear // Grain in R -P 0.85 DL Defl -0.12" at Q L/587 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 6.Ox 8.0 0.6 0.4 0.66 G# LOCK 4.0x 8.0 0.1 Ctr 0.41 R# LOCK 4.Ox 8.0 0.7 Ctr 0.40 T# LOCK 4.Ox 8.0-0.6 Ctr 0.33 B# LOCK 6.Ox 6.0 0.3 0.4 0.60 H# LOCK 4.Ox 8.0-0.4 Ctr 0.90 I# LOCK 4.Ox 6.0-0.1 Ctr 0.72 # = Plate Monitor used C #3x6 Scale: 0.439" = 1 ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 2 COMPLETE TRUSSES REQUIRED. Fasten together in staggered pattern. (1/2" bolts -OR- SDS3 screws -OR- 10d nails as each layer is applied.) ----Spacing (In) ---- Rows Nails Screws Bolts TC 1 4 10.5 0 BC 1 12 24 0 WB 1 4 4 Plus clusters of nails where shown. Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. This truss must be installed as shown. It cannot be installed upside-down. NOTE: USER MODIFIED,PLATES This design may have plates selected through a plate monitor. Unbalanced Loads Checked Load Factors = 1.00 and 0.00 Max comp. force 4491 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ 11SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING b BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Membr CSI P Lbs Axl-CSI-Bnd REFER TO ROBBINS ENG. GENERAL ----------Top Chords---------- NOTES AND SYMBOLS SHEET FOR Robbins Engineering, Inc./Online PIUSTM 0 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 12:41:41 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB12CFL FT19 6 M150 110708 10600 0 0 ENGLE/SBI2CFL/M#4153 HO 1-6-0 HO 1-6-0 00 0 TC 9-0 .- _ 2--070. 7-8 ._ 5-10- 8 lx3 4x4 3x3 3x3 3x3 3x3 3x3 1-6-0 E N A C u n� F 1 2x3 2x3 HGR R: 675 BC M L is u a� 3x3 3x3 lx4 1x4 3x3 Common Diagonal: 1-3-0 5-10-8 - _. -.._.. 11-7-8 ALL PLATES ARE LOCK20 J 3x3 i W:400 R: 664 Scale: 0.511" = 1' Robbins Engineering, Inc./Online Plus- --------Bottom Chords--------- ADDITIONAL SPECIFICATIONS. F -M 0.25 0 T 0.00 0.25 Online Plus -- Version 18.0.014 M -L 0.54 1027 T 0.10 0.44 NOTES: RUN DATE: 03-MAR-06 L -B 0.53 1395 T 0.22 0.31 Trusses Manufactured by: B -D 0.60 1395 T 0.22 0.38 East Coast Lumber CSI -Size- ----Lumber---- D -K 0.60 1395 T 0.22 0.38 Analysis Conforms To: TC 0.37 4x 2 SP-#2 K -J 0.54 1008 T 0.10 0.44 FEC2004 BC 0.60 4x 2 SP42 J -I 0.28 0 T 0.00 0.28 Design checked for LL on BC WB 0.31 4x 2 SP-#3-------------Webs------------- per BOCA (section 1606.2.3), F -E 0.07 367 C IBC/IRC-2003,and FBC 2004 Brace truss as follows: F -E 0.07 367 C (section 1607.1), 20.0 psf. O.C. From To E -M 0.31 775 T Design checked for 10 psf non- TC Cont. 0- 0- 0 11- 7- 8 M -N 0.14 711 C concurrent LL on BC. BC Cont. 0- 0- 0 11- 7- 8 N -L 0.15 384 T Provide 2X6 continuous L -A 0.07 398 C strongbacks (on edge) every Loading Live Dead (psf) B -A 0.06 173 T 10.0 Ft. Fasten to each TC 40.0 10.0 D -C 0.08 213 T truss w/ 3-16d nails at BC 0.0 5.0 C -K 0.08 439 C truss member(s). Total 40.0 15.0 55.0 K -0 0.16 412 T This truss must be installed Spacing 24.0" 0 -J 0.14 716 C as shown. It cannot be Lumber Duration Factor 1.00 J -G 0.30 762 T installed upside-down. Plate Duration Factor 1.00 I -G 0.13 657 C Max comp. force 1395 Lbs TC Fb=1.15 Fc=1.10 Ft=1.10 Quality Control Factor 1.25 BC Fb=1.10 Fc=1.10 Ft=1.10 LL Defl -0.07" in L -B L/999 TL Defl -0.08" in L -B L/999 FABRICATOR NOTES: Plus 2 Unbalanced Load Cases Shear // Grain in I -I 0.32 1. EAST COAST LUMBER & SUPPLY Plus 1 UBC LL Load Case(s) DL Defl -0.12" at B L/999 F.M. HILPERT, P.E.#50477 Plus 1 BC LL Load Case(s) 5285 ST. LUCIE BLVD. Plates for each ply each face. FORT PIERCE FL. 34946 Checked for NonConcurrent 200 PLATING.CONFORMS TO TPI. 2. !!!CAUTION!!! READ "BCSI-B1 Lbs Moving Point Load applied REPORTS: SBCCI 9761 SUMMARY SHEET" BEFORE at Panel Points and Mid -panel ROBBINS ENGINEERING, INC. HANDLING , INSTALLING & on BC USING GROSS AREA TEST. BRACING TRUSSES. Plate - LOCK 20 Gat, Gross Area 3. SEE ATTACHED DETAIL SHEET Jt React Uplft Size Req'd Plate - RHS 20 Ga, Gross Area FOR: 1-JACK NAILS. Lbs Lbs In-Sx In-Sx Jt Type Plt Size X Y JSI 2-TBRACE. 3-BEARING BLOCK. F 675 0 3- 8 1- 0 E LOCK 4.Ox 4.0-0.5-0.5 0.93 4. DESIGNER: JLW I 664 0 4- 0 1- 0 G LOCK 3.Ox 3.0-0.5 Ctr 0.97 M LOCK 3.Ox 3.0-0.5 Ctr 0.99 Membr CSI P Lbs Axl-CSI-Bnd B LOCK 1.0x 4.0 Ctr 0.5 0.90 ----------Top Chords---------- D LOCK 1.0x 4.0 Ctr 0.5 0.90 E -N 0.36 548 C 0.00 0.36 J LOCK 3.Ox 3.0 0.5 Ctr 0.97 N -A 0.37 1257 C 0.01 0.36 A -C 0.32 1395 C 0.01 0.31 C -0 0.34 1257 C 0.01 0.33 REFER TO ROBBINS ENG. GENERAL 0 -G 0.33 526 C 0.00 0.33 NOTES AND SYMBOLS SHEET FOR Robbins Engineering, Inc./Online Plus- ® 1996-2005 Version 18.0.014 Engineering - Portrait 3132006 12:41:53 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB12CFL FT18 1 M100 110800 10600 0 0 ENGLE/SBI2CFL/M#4153 HO 1-6-0 HO 1-6-0 TC; 11-8-0 lx3 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 2x3 1-6-0 B lx4 lx3 lx4 lx4 lx4 lx4 lx4 lx4 lx4 lx4 Fk Common Diagonal: 1-2-8 11- 9- 8 __ ...___...... -- - -- - BC, - 11-8-0 _.. .... ...._.... _ .._ . _.... -.. -- -. i _ 11-8-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- V -E 0.05 13 C 0.00 0.05 --------Bottom Chords--------- OnlinePlus -- Version 18.0.014 B -N 0.21 0 T 0.00 0.21 RUN DATE: 03-MAR-06 N -M 0.23 0 T 0.00 0.23 M -L 0.23 0 T 0.00 0.23 CSI -Size- ----Lumber---- L -K 0.23 0 T 0.00 0.23 TC 0.08 4x 2 SP42 K -J 0.23 0 T 0.00 0.23 BC 0.23 4x 2 SP-#2 J -I 0.23 0 T 0.00 0.23 WB 0.02 4x 2 SP-#3 I -H 0.23 0 T 0.00 0.23 H -G 0.22 0 T 0.00 0.22 Brace truss as follows: G -F 0.14 0 T 0.00 0.14 O.C. From To ------------- Webs ------------- TC Cont. 0- 0- 0 11- 8- 0 B -A 0.01 58 C 0.01 0.00 BC Cont. 0- 0- 0 11- 8- 0 N -0 0.02 142 C M -P 0.02 131 C Loading Live Dead (psf) L -Q 0.02 133 C TC 40.0 10.0 K -R 0.02 133 C BC 0.0 5.0 J -S 0.02 133 C Total 40.0 15.0 55.0 I -T 0.02 132 C Spacing 24.0" H -U 0.02 137 C Lumber Duration Factor 1.00 G -V 0.02 109 C Plate Duration Factor 1.00 F -E 0.00 25 C TC Fb=1.15 Fc=1.10 Ft=1.10 F -E 0.00 25 C BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied LL Defl 0.00" in F -F L/999 TL Defl 0.00" in F -F L/999 Shear // Grain in F -F 0.32 DL Defl 0.00" at L/999 at Panel Points and Mid -panel Plates for each ply each face. on BC PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 Jt React Uplft Size Req'd ROBBINS ENGINEERING, INC. Lbs Lbs In-Sx In-Sx USING GROSS AREA TEST. Cont. Brg 0- 0- 0 to 11- 8- 0 Plate - LOCK 20 Ga, Gross Area 1277 0 Hz = 0 Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI Membr CSI P Lbs Axl-CSI-Bnd A LOCK 1.0x 4.0 Ctr-0.5 0.90 ----------Top Chords---------- O LOCK 1.0x 4.0 Ctr-0.5 0.90 A -0 0.08 13 C 0.00 0.08 P LOCK 1.Ox 4.0 Ctr-0.5 0.90 O -P 0.08 13 C 0.00 0.08 Q LOCK 1.Ox 4.0 Ctr-0.5 0.90 P -Q 0.07 13 C 0.00 0.07 R LOCK 1.0x 4.0 Ctr-0.5 0.90 Q -R 0.07 13 C 0.00 0.07 S LOCK 1.0x 4.0 Ctr-0.5 0.90 R -S 0.07 13 C 0.00 0.07 T LOCK 1.0x 4.0 Ctr-0.5 0.90 S -T 0.07 13 C 0.00 0.07 U LOCK 1.0x 4.0 Ctr-0.5 0.90 T -U 0.08 13 C 0.00 0.08 V LOCK 1.0x 4.0 Ctr-0.5 0.90 U -V 0.08 13 C 0.00 0.08 B LOCK 1.0x 4.0 Ctr 0.5 0.90 Scale: 0.519" = 1' N LOCK 1.0x 4.0 Ctr 0.5 0.90 M LOCK 1.0x 4.0 Ctr 0.5 0.90 L LOCK 1.0x 4.0 Ctr 0.5 0.90 K LOCK 1.0x 4.0 Ctr 0.5 0.90 J LOCK 1.0x 4.0 Ctr 0.5 0.90 I LOCK 1.0x 4.0 Ctr 0.5 0.90 H LOCK 1.0x 4.0 Ctr 0.5 0.90 G LOCK 1.0x 4.0 Ctr 0.5 0.90 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 142 Lbs Quality Control Factor 1.25 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online PIusT" ® 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 12:41:52 PM Page 1 IVIL 1-00 ILV IV`- C/ of VVMJI 1RUJJ 2006.1 Allowable Stress Design NOTE: 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY THE VERTICAL LOADS SHOWN VERIFICATION OF LOADING, DEFLECTION LIMITATIONS, FRAMING METHODS, WIND AND SEISMIC BRACING, AND OTHER LATERAL BRACING THAT IS ALWAYS REQUIRED IS THE RESPONSIBILITY OF THE PROJECT ENGINEER OR ARCHITECT, 2. PROVIDE RESTRAINT AT SUPPORTS TO ENSURE LATERAL STABILITY. 3. DO NOT CUT, NOTCH OR DRILL LP LVL. 4. SHIM ALL BEARINGS FOR FULL CONTACT. 5. VERIFY DIMENSIONS BEFORE CUTTING LP LVL TO SIZE. 6. THIS LP LVL IS TO BE USED AS A ROOF BEAM ONLY. MAKE PROVISION FOR ADEQUATE DRAINAGE. 7. PROVIDE COMPRESSION EDGE BRACING AT EACH END OF COMPONENT. DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF LP LVL, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ATTACH THE TWO PLIES WITH 3 ROWS OF 16d (3-1/2") NAILS AT 12" OC. STAGGER ROWS. NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131". 16d SINKERS (3-1/4") MAYBE USED, BUT HALF MUST BE DRIVEN FROM IIDISTRIBUTED TTO ALL PLIES. ADDITIONALED LOADS MUST BE LY I LOAD TABLE 2 BEAMS 1.75 X 16.000 LP LVL2250Fb-1.5E DESIGN CONSISTS OF 2 - PLIES FASTENED NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE (1). OTHER LOAD CASES TOGETHER (REFER TO NOTES) . FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF FT-IN-SX FT-IN-SX UNIFORM ROOF LIVE TOP 365 PLF 06-08-00 10-00-00 1.25 UNIFORM ROOF DEAD TOP 219 PLF 06-08-00 10-00-00 0.90 UNIFORM ROOF LIVE TOP 120 PLF 00-00-00 04-08-00 1.25 UNIFORM WALL DEAD TOP 110 PLF 00-00-00 10-00-00 0.90 UNIFORM ROOF DEAD TOP 72 PLF 00-00-00 04-08-00 0.90 UNIFORM BEAM WEIGHT 16 PLF 00-00-00 10-00-00 0.90 CONCENTRATED ROOF LIVE TOP 5000 LBS 05-08-00 MINBRG=2.50" 1.25 CONCENTRATED ROOF DEAD TOP 3000 LBS 05-08-00 MINBRG=2.50" 0.90 WARNING NOTES: THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP IJOISTS IS STRICTLY PROHIBITED. ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW BY A DESIGN PROFESSIONAL. PROVIDE RESTRAINT AT CONCENTRATED LOAD TO ENSURE LATERAL STABILITY MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL BEAM AS DESIGNED. IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS MSI: 0.68 DESIGN CRITERIA VSI: 0.46 LIVE LOAD = 20 PSF DEAD LOAD = 20 PSF TOTAL LOAD = 40 PSF ROOF LEFT SPAN CARR. 0.00 FT ROOF RIGHT SPAN CARR. 0.00 FT DEFLECTION CRITERIA : LIVE LOAD DEFL: L / 240 TOTAL LOAD DEFL: L / 180 CODE COMPLIANCES : REPORT If ICBO ER-5004 CCMC 11518-R N.Y. CITY MEA 97-94-E WISCONSIN 200124-W L.A. City RR 25167 NER 622 HUD MR 1214D 12 0 SUPPORT REACTIONS (LBS): 16.000 MAXIMUM B E A R I N G N U M B E R 2:9 US 1 2 1.750 DOWN 5108 6995 3.500 UPLIFT --- --- CROSS SECTION - MIN BEARING SIZES (IN-SX) 3- 0 3- 0 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.11" 0.49" *DEAD LOAD 0.12" 10- 0- 0 TOTAL LOAD 0.181, 0. 65" •" THIS DRAWING IS NOT TO SCALE •" Handling 8 Erection Miscellaneous Information LP LVL and CTR, LP I -Joist Specifications Software Provided By: 02/08/06 SBCCI Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the ' Supports and connections for LP LVL and CTR, LP IJoists to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure. Obtain all the necessary code compliance approval an Common nails driven parallel to glue lines shall be spaced a minimum of 4' for 10d 2706 Highway 421 North installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3' for 8d. Wilmington, NC 28401 component unfit after all the framing and fastening are component. If the design criteria listed above does not meet local building • Do not cut, notch, drill or alter LP LVL and CTR, LP Woiels except as shown in completed. Al no time shall loads greater than design loads code requirements, do not use this design. When this drawing is signed published material from LP any use of LP LVL and CTR, LP IJoists contrary to the Local 910,762.9878 be applied to the component. and sealed, the structural design is approved as shown in this drawing limits set forth hereon,negates any express warranty of the product and LP disclaims National Wets 800.999.9105 based on data provided by the customer. LP LVL and CTR. LP 1-joists are all Implied warranties including the Implied warranties of merchantability and fitness Design Criteria made without camber and will deflect under load. Wood in direct contact for a particular use. The design and material specified are in substantial with concrete must be protected as required by code. Continuous lateral 0- L 1 conformity with the latest revisions of NOS and AITC. ' support is assumed (wall, floor beam, etc.). LP does not provide on -site DWG # , Dead load deflection Includes adjustment factor for creep. Inspection. This drawing must have an Architect's or Engineer's seal afixed 'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR Total load deflection Is Instantaneous. to be considered an Engineering document. SHEET # LP is 2 registered trademark of Louisiana-Pacific Corporation. Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB12CLR H15 1 HIPP 190400 6 1- 2- 0 1- 2- 0 ENGLE/SBI2CLR/M#4153 HO 4-3 HO 4-3 TC 1-2-0, 7-0-0 -._ .-_-__.._...5-4-0 - '7-0-0- 4x8 4x4 B C 3-10-3 R:1694 R:1694 U: 346 U: 346 SC19-4-0 ---- -_ -_. 19-4-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus- A 1694 346 8- 0 2- 0 Hz = -75 Online Plus -- Version 18.0.014 D 1694 346 8- 0 2- 0 RUN DATE: 03-MAR-06 Hz = 76 CSI -Size- ----Lumber---- TC 0.98. 2x 4 SP-#2 BC 0.99 2x 4 SP-#2 WB 0.21 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 19- 4- 0 BC Cont. 0- 0- 0 19- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 19.3' BC V 0 10 0.0' 19.3' TC V 50 38 7.0' 12.3' BC V 0 13 7.1' 12.2' BC V 280 280 7.1' CL-LB BC V 280 280 12.2' CL-LB Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -G 0.33 3006 C 0.07 0.26 G -B 0.58 2880 C 0.06 0.52 B -C 0.98 2614 C 0.07 0.91 C -H 0.52 2882 C 0.06 0.46 H -D 0.34 3019 C 0.07 0.27 --------Bottom Chords --------- A -F 0.76 2657 T 0.28 0.48 F -S1 0.71 2597 T 0.27 0.44 S1-E 0.99 2597 T 0.27 0.72 E -D 0.75 2669 T 0.28 0.47 ------------- Webs ------------- G -F 0.01 70 C F -B 0.21 681 T B -E 0.05 136 T E -C 0.21 685 T E -H 0.02 85 C LL Defl -0.10" in F -S1 L/999 TL Defl -0.21" in F -S1 L/999 Shear // Grain in B -C 0.50 DL Defl -0.17" 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 it Type Plt Size X Y JSI A LOCK 3.0x10.0 1.8 0.7 0.91 D LOCK 3.0x10.0-1.8 0.7 0.91 S1 LOCK 4.Ox 8.0 Ctr 0.2 0.83 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Scale: 0.308" = 1 NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder Step Down Hip Framing King Jacks Jack Open Faced Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 3019 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus'" 0 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 11:16:10 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB12CLR H16 1 HIPP 190400 6 0 1- 2- 0 ENGLE/SBI2CLR/M#4153 4-10-3 HO 4-3 HO 4-3 TC 9-0-0 1-4-0_. 9-0-0 .. 172-0: 4x4 4x4 B C 3 3X4 Jxts axo W:800 R: 773 U: 159 BC. 19-4-0 19-4-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- OnlinePlus -- Version 18.0.014 A -G 0.20 1280 C 0.01 0.19 RUN DATE: 03-MAR-06 G -B 0.20 1187 C 0.01 0.19 B -C 0.07 806 C 0.00 0.07 CSI -Size- ----Lumber---- C -H 0.20 1074 C 0.00 0.20 TC 0.21 2x 4 SP-#2 H -D 0.21 1276 C 0.01 0.20 BC 0.81 2x 4 SP-#2--------Bottom Chords --------- WB 0.14 2x 4 SP-#3 A -F 0.47 1147 T 0.12 0.35 F -S1 0.56 789 T 0.09 0.47 Brace truss as follows: S1-E 0.81 789 T 0.09 0.72 O.C. From To E -D 0.54 1146 T 0.12 0.42 TC Cont. 0- 0- 0 19- 4- 0 ------------- Webs ------------- BC Cont. 0- 0- 0 19- 4- 0 G -F 0.05 283 C F -B 0.14 462 T Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 773 159 8- 0 1- 0 Hz = -97 D 869 175 8- 0 1- 0 Hz = 98 B -E 0.03 94 T C -E 0.10 325 T E -H 0.05 297 C LL Defl -0.11" in F -S1 L/999 TL Defl -0.16" in F -S1 L/999 Shear // Grain in S1-E 0.43 DL Defl -0.12" at S1 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI E LOCK 3.Ox 6.0-0.5 Ctr 0.85 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. I W:800 R: 869 U: 174 Scale: 0.322" = t' NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf' BC Dead Load 3.0 psf Max comp. force 1280 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering. Inc.lOnline PlusTM ® 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 11:16:10 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH __ Right OH Engineering SBI2CLR T19 3 TR 190400 6 0 1- 2- 0 ENGLE/SBI2CLR/M#4153 HO 4-3 HO 4-3 TC 9-870 --- __ 9-8-0- _------- -... .....-- -------- 1-2-0 4x4 B 6 2x4 2x4 F G 5-2-3 4x4 4x4 A C LH E Sl D 3x4 3x4 3x4 i w:800 w:eoo R: 853 R: 949 U: 232 U: 247 BC. 19-4-0 19-4-0 . ALL PLATES ARE LOCK20 Scale: 0.323" = t' Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.27 2x 4 SP42 BC 0.70 2x 4 SP-#2 WB 0.18 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 19- 4- 0 BC Cont. 0- 0- 0 19- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 19.3' BC V 0 10 0.0' 19.3' BC V 20 0 5.7' 13.7' 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 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 853 232 8- 0 1- 0 Robbins Engineering, Inc./Online Plus - Hz = -104 C 949 248 8- 0 1- 2 Hz = 105 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -F 0.24 1491 C 0.01 0.23 F -B 0.27 1354 C 0.02 0.25 B -G 0.27 1354 C 0.02 0.25 G -C 0.24 1491 C 0.01 0.23 --------Bottom Chords --------- A -E 0.52 1334 T 0.13 0.39 E -S1 0.70 845 T 0.09 0.61 S1-D 0.45 845 T 0.09 0.36 D -C 0.52 1334 T 0.13 0.39 ------------- Webs ------------- F -E 0.05 288 C E -B 0.18 561 T B -D 0.18 561 T D -G 0.05 288 C LL Defl -0.18" in E -S1 L/999 TL Defl -0.26" in E -S1 L/842 Shear // Grain in E -S1 0.21 DL Defl -0.12" at S1 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gat, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 4.0 Ctr 0.1 0.74 C LOCK 4.Ox 4.0 Ctr 0.1 0.74 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1491 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online PIUSTM ® 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 11:16:11 AM Page 1 . Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB12CLR G20 1 TR 190400 6 0 1- 2- 0 ENGLE/SBI2CLR/M#4153 HO 4-3 HO 4-3 TC1 9-8-0 -9-8-0 -.__. - _---- - ----- ._'`1-2-0: 4x6 B r� 4x4 4x4 O R 6 5-2-3 3x4 3x4 N S 5x4 5x4 3x8 3x8 - AR :- .ga �: :,y, C ;• -1 M L D Sl Q P 2x4 #5x10 #8x8 #5x8#5x10 (,2x4 W:800 W:800 R:2708 R:2531 U: 558 U: 517 BC 19-4-0 19-4-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.323" = 1' Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.45 2x 4 SP42 BC 1.00 2x 6 SP-#2 WB 0.79 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 19- 4- 0 BC Cont. 0- 0- 0 19- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 19.3' BC V 0 10 0.0' 19.3' BC V 100 100 0.0' 16.7' BC V 132 132 16.7' CL-LB Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 2708 558 8- 0 3- 3 Hz = -103 C 2532 517 8- 0 3- 0 Hz = 104 Robbins Engineering, Inc./Online Plus- ---------- Top Chords ---------- * -N 0.31 4962 C 0.21 0.10 N -0 0.43 3966 C 0.16 0.27 O -B 0.19 3012 C 0.07 0.12 B -R 0.19 3012 C 0.07 0.12 R -S 0.45 3972 C 0.17 0.28 S -C 0.27 4948 C 0.21 0.06 --------Bottom Chords --------- * -M 0.76 4446 T 0.59 0.17 M -L 0.98 4446 T 0.59 0.39 L -D 0.66 3553 T 0.47 0.19 D -S1 0.60 3560 T 0.47 0.13 S1-Q 0.67 3560 T 0.47 0.20 Q -P 1.00 4423 T 0.59 0.41 P -C 0.73 4423 T 0.59 0.14 ------------- Webs ------------- M -N 0.16 606 T N -L 0.26 938 C L -0 0.35 1165 T O -D 0.37 1275 C D -B 0.79 2476 T D -R 0.38 1285 C Q -R 0.36 1172 T Q -S 0.25 907 C P -S 0.16 610 T LL Defl -0.11" in D -S1 L/999 TL Defl -0.22" in D -S1 L/991 Shear // Grain in Q -P 0.42 DL Defl -0.16" at Sl 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 A LOCK 3.Ox 8.0 1.4 0.7 0.87 A LOCK 5.Ox 4.0 2.3 1.1 0.91 O LOCK 4.Ox 4.0-0.4-0.2 0.90 B LOCK 4.Ox 6.0 Ctr-0.1 0.89 R LOCK 4.Ox 4.0 0.4-0.2 0.90 C LOCK 3.Ox 8.0-1.4 0.7 0.87 C LOCK 5.Ox 4.0-2.3 1.1 0.91 L LOCK 5.Ox10.0-1.2-0.2 0.52 Q LOCK 5-0xl0.0 1.8-0.3 0.58 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4962 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Membr CSI P Lbs Axl-CSI-Bnd # = Plate Monitor used Robbins Engineering, Inc./Online Plus'" 0 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 11:16:11 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB12CLR M24 2 MONO 20800 6 1- 2- 0 0 ENGLE/SBI2CLR/M#4153 HO 4-3 HO 1-8-3 TC 1-2-0 2-8-0 -' 2x4 1-8-3 Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.08 2x 4 SP42 BC 0.17 2x 4 SP42 WB 0.01 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 2- 8- 0 BC Cont. 0- 0- 0 2- 8- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Cases) Plus 1 UBC LL Load Case(s) W:308 HGR R: 258 R: 262 U: 27 U: 32 - - 2-8-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 67 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.08 33 C 0.00 0.08 --------Bottom Chords--, ------- A -C 0.17 47 T 0.00 0.17 ------------- Webs ------------- C -B 0.01 81 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 0.17 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 Lbs Moving Point Load applied NOTES: at Panel Points and Mid -panel Trusses Manufactured by: on BC East Coast Lumber Analysis Conforms To: it React Uplft Size Req'd FBC2004 Lbs Lbs In-Sx In-Sx OH Loading A 259 27 3- 8 1- 0 Soffit psf 2.0 Hz = -35 Design checked for LL on BC C 263 32 3- 8 1- 0 per BOCA (section 1606.2.3), Robbins Engineering, Inc./Online PlusTM O 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 11:16:14 AM Page 1 4 Scale: 0.760" = 1' IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 81 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quart Type Span P1-H1 Left OH Right OH I Engineering SB12CLR GE22 1 MONO 20800 6 1- 2- 0 0 ENGLE/SBI2CLR/M44153 HO 4-3 HO 1-8-3 TC 1-2-0 2-8-0 2x4 6!. •2x9 D ,y 1-8-3 Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.05 2x 4 SP42 BC 0.09 2x 4 SP42 WB 0.00 2x 4 SP-#3 GW 0.01 2x 4 SP-#3 2x4 A E` s {{ 1 C ALL PLATES ARE LOCK20 See Joint D For Typical Gable Plate Size and Placement Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-End ----------Top Chords ---------- * -D 0.05 40 C 0.00 0.05 D -B 0.02 23 C 0.00 0.02 --------Bottom Chords --------- A -E 0.09 6 C 0.00 0.09 E -C 0.06 0 T 0.00 0.06 ------------- Webs ------------- C -B 0.00 25 C WindLd ----------Gable Webs---------- E-D 0.01 91 C Brace truss as follows: O.C. From To LL Defl 0.00" in E -C L/999 TC Cont. 0- 0- 0 2- 8- 0 TL Defl 0.00" in A -E L/999 BC Cont. 0- 0- 0 2- 8- 0 Shear // Grain in A -E 0.16 DL Defl 0.00" at L/999 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 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Jt React Uplft Size Req'd Analysis Conforms To: Lbs Lbs In-Sx In-Sx FBC2004 Cont. Brg 0- 0- 0 to 2- 8- 0 OH Loading 403 60 Hz = 67 Soffit psf 2.0 Robbins Engineering, Inc./Online PIUS- © 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 11:16:14 AM Page 1 Scale: 0.813" = 1' Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 91 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW CSI -Size- ----Lumber---- TC 0.69 2x 4 SP-#2 BC 0.29 2x 6 SP-#2 WB 0.62 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11-10- 8 BC Cont. 0- 0- 0 11-10- 8 WB 1 rows CLB on H -C WB 1 rows CLB on C -B 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=1.00 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' 11.9' BC V 0 10 0.0' 11.9' BC V 10 10 0.0' 5.0' 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 __F Job Mark Quan Type Span PI -HI Left OH Right OH Engineering SB12CLR G23 1 MONO 111008 6 0 0 ENGLE/SBI2CLR/M#4153 HO 4-0-1 Ho 9-11-5 TC; 11-10-B 2x4 B 9-11-5 3. A 2x4 L M O G R V W a 3x4 S AA *2x4 - HGR R: 259 U: 39 BC 9-8-0 7-2-8 11-10-8 - c 3x4 ALL PLATES ARE LOCK20 See * For Typical Gable Plate Size and Placement Scale: 0.183" = 1 Robbins Engineering, Inc./Online Plus - on BC Online Plus -- Version 18.0.014 Jt React Uplft Size Req'd RUN DATE: 03-MAR-06 Lbs Lbs In-Sx In-Sx A 259 39 3- 8 1- 0 Cont. Brig 4- 8- 0 to 11-10- 8 791 260 Hz = 514 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- F -H 0.69 122 C 0.00 0.69 H -B 0.69 204 C 0.00 0.69 --------Bottom Chords --------- A -G 0.21 57 C 0.00 0.21 G -C 0.29 0 T 0.00 0.29 ------------- Webs ------------- A -F 0.09 201 C WindLd F -G 0.05 219 T G -H 0.21 416 C H -C 0.05 205 T 1 Br C -B 0.62 210 C WindLd 1 Br LL Defl 0.01" in A -G L/999 TL Defl 0.01" in A -G L/999 Shear // Grain in H -B 0.34 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI 9 Gable studs to be attached with 2.Ox4.0 plates each end. REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Provide connection to bearing for 513 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 416 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus- © 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 11:21:57 AM Page 1 , Job SB12CLR Mark M21 Quan 7 Type Span P1-H1 MONO 111008 6 Left OH Right OH 0 0 Engineering ENGLE/SBI2CLR/M##4153 HO 4-0-1 HO 9-11-5 TC 11-10-8 2x4 B 6 3x3 E 9-11-5 3x3 F A IC 2x4 (� 3x3 3x3 HGR HGR R: 512 R: 531 U: 238 BC', 11-10-8 i - 11-10-8 ALL PLATES ARE LOCK20 Scale: 0.224" = 1' Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.52 2x 4 SP-#2 BC 0.51 2x 4 SP-#2 WB 0.14 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11-10- 8 BC Cont. 0- 0- 0 11-10- 8 WB 1 rows CLB on E -C WB 1 rows CLB on C -B 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 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus - Hz = 227 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- F -E 0.52 302 C 0.00 0.52 E -B 0.52 53 C 0.00 0.52 --------Bottom Chords --------- A -D 0.48 265 C 0.00 0.48 D -C 0.51 290 T 0.03 0.48 ------------- Webs ------------- A -F 0.12 496 C WindLd F -D 0.11 349 T D -E 0.04 128 T E -C 0.14 434 C 1 Br C -B 0.06 169 C 1 Br LL Defl 0.04" in A -D L/999 TL Defl -0.06" in D -C L/999 Shear // Grain in F -E 0.29 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 it Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber it React Uplft Size Req'd Analysis Conforms To: Lbs Lbs In-Sx In-Sx FBC2004 A 512 0 3- 8 1- 0 Provide connection to bearing Hz = 318 for 318 Lbs Horiz Reaction C 531 239 3- 8 1- 0 Design checked for LL on BC Robbins Engineering, Inc./Online Plus- O 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 11:21:57 AM Page 1 per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. 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: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 496 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SBI2CLR H26 1 TR 100000 6 1- 2- 0 1- 2- 0 ENGLE/SBI2CLR/M#4153 HO 4-3 HO 4-3 TC „ _1-2-0 - ?-0-0 _----...__...---.. 5-0_-0- 1-2-.0__''. w 2-9-7 #4x6 B Cant:6- 0 W:400 R: 495 U: 97 W:308 Cant: 6- 0 R: 495 U: 97 BC _ 10-0-0 10-0-0 -- - a ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.421" = 1 Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.13 2x 4 SP-#2 BC 0.33 2x 4 SP-#2 WB 0.07 2x 4 SP-#3 WG --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 10- 0- 0 BC Cont. 0- 0- 0 10- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 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 Robbins Engineering, Inc./Online Plus- C 496 98 3- 8 1- 0 Hz = 49 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.13 398 C 0.00 0.13 B -C 0.13 398 C 0.00 0.13 --------Bottom Chords --------- A -D 0.33 356 T 0.04 0.29 D -C 0.33 356 T 0.04 0.29 ------------- Webs ------------- D -B 0.07 234 T LL Defl 0.01" in D -C L/999 TL Defl -0.01" in A -D L/999 Shear // Grain in A -D 0.16 DL Defl -0.12" at D L/804 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: it React Uplft Size Req'd East Coast Lumber Lbs Lbs In-Sx In-Sx Analysis Conforms To: A 496 98 4- 0 1- 0 FBC2004 Hz = -48 OH Loading Robbins Engineering, Inc./Online PIUS- © 1996-2005 Version 18.0,014 Engineering -Portrait 3/3/2006 11:16:13 AM Pagel Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor :.1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 398 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering SB12CLR H25 1 HIPP 100000 6 1- 2- 0 1- 2- 0 ENGLE/SBI2CLR/M#4153 HO 4-3 HO 4-3 TC 1-2-0 3-0-0-_4-0-0 _ 3-0-0 -1-2-0 4x6 4x4 .. R c W:400 W:400 R: 615 R: 615 U: 122 U: 122 BC 10-0-0 10-0-0 - ALL PLATES ARE LOCA20 Robbins Engineering, Inc./Online P1us- A 616 123 4- 0 1- 0 Hz = -28 Online Plus -- Version 18.0.014 D 616 123 4- 0 1- 0 RUN DATE: 03-MAR-06 Hz = 29 CSI -Size- ----Lumber---- TC 0.24 2x 4 SP-#2 BC 0.39 2x 4 SP-#2 WB 0.07 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 10- 0- 0 BC Cont. 0- 0- 0 10- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 10.0' BC V 0 10 0.0' 10.0' TC V 10 8 3.0' 7.0' BC V 0 3 3.1' 6.9' BC V 40 40 3.1' CL-LB BC V 40 40 6.9' CL-LB Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.11 845 C 0.00 0.11 B -C 0.24 771 C 0.00 0.24 C -D 0.10 858 C 0.00 0.10 --------Bottom Chords --------- A -F 0.27 762 T 0.09 0.18 F -E 0.39 754 T 0.10 0.29 E -D 0.26 771 T 0.09 0.17 ------------- Webs ------------- F -B 0.07 242 T B -E 0.05 159 T E -C 0.06 204 T LL Defl -0.02" in F -E L/999 TL Defl -0.04" in F -E L/999 Shear // Grain in B -C 0.19 DL Defl -0.12" at F L/896 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL, SPECIFICATIONS. NOTES: Checked for NonConcurrent 200 Trusses Manufactured by: Lbs Moving Point Load applied East Coast Lumber at Panel Points and Mid -panel Analysis Conforms To: on BC FBC2004 Girder Step Down Hip Jt React Uplft Size Req'd Framing King Jacks Lbs Lbs In-Sx In-Sx Jack Open Faced Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 11:16:13 AM Pagel Scale: 0.519" = 1' Setback 3- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 858 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job MarkTQuan Type Span P1-H1 Left OH Right OH Engineering SB12CLR MV71 vLM. SB 70300 6 0 0 ENGLE/SBI2CLR/M#4153 HO 3-7-8 TC--- 2x4 3-7-8 E BC,. 7-3-0 7-3-0 ALL PLATES ARE LOCK20 See Joint D For Typical Gable Plate Size and Placement Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.12 2x 4 SP42 BC 0.21 2x 4 SP42 WB 0.07 2x 4 SP-#3 GW 0.04 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 3- 0 BC Cont. 0- 0- 0 7- 3- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 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- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -D 0.12 115 C 0.00 0.12 D -B 0.12 70 C 0.00 0.12 --------Bottom Chords --------- A -E 0.15 0 T 0.00 0.15 E -C 0.21 0 T 0.00 0.21 ------------- Webs ------------- C -B 0.07 90 C WindLd ----------Gable Webs---------- E-D 0.04 243 C LL Defl 0.00" in E -C L/999 TL Defl 0.00" in E -C L/999 Shear // Grain in A -E 0.21 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber it React Uplft Size Req'd Analysis Conforms To: UDS tb6 In-N In-N PEC2004 Cont. Brg 0- 0- 0 to 7- 3- 0 Design checked for LL on BC 531 109 Hz = 178 per BOCA (section 1606.2.3), Robbins Engineering, Inc./Online PIUSTM © 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 11:16:15 AM Page 1 Scale: 0.518" = 1' IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load : 3.0 psf Max comp. force 243 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SBI2CLRT V4 1 VL. SB 40000 6 0 0 ENGLE/SBI2CLR/M#4153 _ 1-0-0 TC' L_ _.__...__3.-0-0___ 6 4x4 2x9 -- �' '� 2.4 I i BC; -_ .- -4-0-0 . - _...._.- 4-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus- LL Defl 0.00" in A -C L/999 TL Defl 0.00" in A -C L/999 Online Plus -- Version 18.0.014 Shear // Grain in A -B 0.03 RUN DATE: 03-MAR-06 DL Defl 0.00" at L/999 CSI -Size- ----Lumber---- TC 0.00 2x 4 SP-#2 BC 0.01 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4- 0- 0 BC Cont. 0- 0- 0 4- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI B LOCK 4.Ox 4.0 Ctr-1.0 0.33 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: Plus 6 Wind Load Case(s) FBC2004 Plus 1 UBC LL Load Case(s) Design checked for LL on BC per BOCA (section 1606.2.3), Jt React Uplft Size Req'd IBC/IRC-2003,and FBC 2004 Lbs Lbs In-Sx In-Sx (section 1607.1), 20.0 psf. Cont. Brg 0- 0- 0 to 4- 0- 0 Design checked for 10 psf non- 221 46 Hz = 13 concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Membr CSI P Lbs Axl-CSI-Bnd Truss is designed as a Main ----------Top Chords---------- Wind -Force Resistance System. A -B 0.00 74 C Wind Speed: 120 mph B -C 0.00 74 C Mean Roof Height: 15-0 --------Bottom Chords--------- Exposure Category: B A -C 0.01 0 T 0.00 0.01 Occupancy Factor : 1.00 Robbins Engineering, Inc./Online Plus- ® 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 11:16:15 AM Page 1 Building Type Zone location TC Dead Load BC Dead Load Max comp. force Quality Control Scale: 0.888" = 1' Enclosed Exterior 7.0 psf 3.0 psf 74 Lbs Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark �Quan�Type Span P1-H1 Left OH Right OH Engineering SB12CUR HI0 P 240400 6 0 1- 2- 0 ENGLE/SBI2CUR/M#4153 HO 4-3 HO 4-3 0 0 TC 7-0-0 10-4-0 .. _... - ._.. 7-0-0 N O - --- -- 2x4 I 4xB 4x8 B C 6'' 2x4 2x4 H J 3-10-3 5x4 Sx4 3x6 3x6 A D M F S1 G S2 h E 3x4 3x8 3x8 3x8 3x4 W:400 "�- W:400 R:2048 R:2144 U: 860 U: 897 BC 1: 24-4-0 - 24-4-0 ALL PLATES ARE LOCK20 Scale: 0.261" = 1' Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.56 2x 4 SP42 EX B -C 2x 4 SP-SS BC 0.84 2x 4 SP-#2 WB 0.29 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 24- 4- 0 BC Cont. 0- 0- 0 24- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 24.3' BC V 0 10 0.0' 24.3' TC V 50 38 7.0' 17.3' BC V 0 13 7.1' 17.2' BC V 280 280 7.1' CL-LB BC V 280 280 17.2' CL-LB Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus - Hz = -79 D 2144 897 4- 0 2- 8 Hz = 80 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -H 0.47 3954 C 0.12 0.35 H -B 0.56 3840 C 0.11 0.45 B -I 0.53 4224 C 0.09 0.44 I -C 0.53 4224 C 0.09 0.44 C -J 0.56 3840 C 0.11 0.45 J -D 0.47 3954 C 0.12 0.35 --------Bottom Chords --------- * -F 0.84 3495 T 0.36 0.48 F -S1 0.71 3455 T 0.63 0.08 S1-G 0.78 3455 T 0.36 0.42 G -S2 0.78 3455 T 0.36 0.42 S2-E 0.71 3455 T 0.63 0.08 E -D 0.84 3495 T 0.36 0.48 ------------- Webs ------------- H -F 0.02 94 T F -B 0.20 655 T B -G 0.29 933 T G -I 0.21 917 C G -C 0.29 933 T E -C 0.20 655 T E -J 0.02 94 T LL Defl -0.17" in G -S2 L/999 TL Defl -0.34" in G -S2 L/835 Shear // Grain in B -I 0.59 DL Defl -0.25" 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 it Type Plt Size X Y JSI A LOCK 3.Ox 6.0 1.4 0.7 0.89 A LOCK 5.Ox 4.0 3.3 1.1 0.91 D LOCK 3.Ox 6.0-1.4 0.7 0.89 D LOCK 5.Ox 4.0-3.3 1.1 0.91 it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx REFER TO ROBBINS ENG. GENERAL A 2048 861 4- 0 2- 7 NOTES AND SYMBOLS SHEET FOR Robbins Engineering, Inc./Online Plus- © 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 10:10:46 AM Page 1 ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder Step Down Hip Framing King Jacks Jack Open Faced Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4224 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark --F Quan Type Span P1-H1 Left OH Right OH Engineering SB12CU_ H11 1 HIPP 240400 6 0 1- 2- 0 ENGLE/SBI2CUR/M#4153 HO 4-3 HO 4-3 0 0 TC . 9-0-0 6-4-0 i_. _ _. 9-0-0... N 0 .� #5x8 #5x8 B C 6 _ 2x4 2x4 G H 4-10-3 4x4 4x4 A D F E F-31 #6x8 #6x10 W:400 SPL SPL W:400 R: 973 R:1069 U: 408 U: 444 BC - .. 24-9-0 - 24-4-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.261" = 1' Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.41 2x 4 SP-#2 BC 0.70 2x 4 SP-#2 WB 0.11 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 24- 4- 0 BC Cont. 0- 0- 0 24- 4- 0 WB 1 rows CLB on B -E Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) 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 973 408 4- 0 1- 2 Hz = -103 D 1069 445 4- 0 1- 4 Hz = 104 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- RobbinsEngineering, Inc./Online P1us- A -G 0.25 1687 C 0.01 0.24 G -B 0.18 1406 C 0.01 0.17 B -C 0.41 1218 C 0.01 0.40 C -H 0.18 1409 C 0.08 0.10 H -D 0.25 1690 C 0.01 0.24 --------Bottom Chords --------- A -F 0.66 1510 T 0.15 0.51 F -E 0.70 1215 T 0.13 0.57 E -D 0.65 1512 T 0.15 0.50 ------------- Webs ------------- G -F 0.08 301 C F -B 0.11 350 T B -E 0.04 129 T 1 Br C -E 0.09 331 T E -H 0.08 305 C LL Defl 0.09" in A -F L/999 TL Defl -0.14" in F -E L/999 Shear // Grain in B -C 0.28 DL Defl -0.12" at F L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gal, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 4.0 Ctr 0.1 0.84 D LOCK 4.Ox 4.0 Ctr 0.1 0.84 F# LOCK 6.Ox 8.0 Ctr-0.5 0.53 E# LOCK 6.Ox10.0-1.0-0.5 0.53 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp, force 1690 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 10:10:47 AM Page 1 , Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB12CUR H12 1 HIPP 240400 6 0 1- 2- 0 ENGLE/SBI2CUR/M#4153 HO 4-3 - HO 4-3 0 0 TC 11-0-0 2-4-0. _ 11-070_. N O #5x6 #5x8 B C 6 2x4 2x4 G H 5-10-3 4x4 4x4 A D F E # 6x8 #6x10 W:400 SPL SPL W:400 R:1023 R:1113 U: 408 U: 444 BC 24-4-0 _ ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.261" = 1' Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.33 2x 4 SP-#2 BC 0.68 2x 4 SP-#2 WB 0.16 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 24- 4- 0 BC Cont. 0- 0- 0 24- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1023 408 4- 0 1- 3 Hz = -126 D 1113 445 4- 0 1- 5 Hz = 127 M@mbr GSZ F Lbo Axl-csl-Bnd ----------Top Chords ---------- A -G 0.32 1768 C 0.01 0.31 Robbins Engineering, Inc./Online P1us- G -B 0.32 1534 C 0.01 0.31 B -C 0.18 1130 C 0.00 0.18 C -H 0.33 1517 C 0.01 0.32 H -D 0.33 1752 C 0.01 0.32 --------Bottom Chords --------- A -F 0.67 1585 T 0.15 0.52 F -E 0.68 1111 T 0.11 0.57 E -D 0.68 1571 T 0.15 0.53 ------------- Webs ------------- G -F 0.08 360 C F -B 0.16 505 T B -E 0.08 118 T C -E 0.14 452 T E -H 0.08 367 C LL Defl -0.11" in F -E L/999 TL Defl -0.19" in F -E L/999 Shear // Grain in C -H 0.24 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 it Type Plt Size X Y JSI A LOCK 4.Ox 4.0 Ctr 0.1 0.88 C LOCK 5.Ox 8.0 1.0-0.5 0.59 D LOCK 4.Ox 4.0 Ctr 0.1 0.87 F LOCK 6.Ox 8.0-1.0-0.5 0.53 E LOCK 6.Ox10.0-0.5-0.5 0.53 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1768 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online PIUSTM © 1996-2005 Version 18.0.014 Engineering -Portrait 3/312006 10:10:47 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB12CUR T13 2 TR 240400 6 0 1- 2- 0 ENGLE/SBI2CUR/M#4153 HO 4-3 HO 4-3 0 0 N O TC! 12-2-0 12-2-0 4x4 B 6 2x4 2x4 F G 6-5-3 3x6 3x6 A C E S1 S2 D 3x4 3x6 3x6 3x4 W:400 W:460 R:1142 R:1238 U: 542 U: 578 BC 24-4-0 24-4-0 ALL PLATES ARE LOCK20 Scale: 0.263" = 1' Online Plus -- Version 18.0.014 RTTN nATF- nA_MAR-nri CSI -Size- ----Lumber---- TC 0.42 2x 4 SP-#2. BC 0.95 2x 4 SP-#2 WB 0.44 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 24- 4- 0 BC Cont. 0- 0- 0 24- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 BOCA Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 24.3' BC V 0 10. 0.0' 24.3' BC V 20 0 7.2' 17.2' BC V 40 0 10.4' 13.9' Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online P1us- A 1143 542 4- 0 1- 6 Hz = -139 C 1239 579 4- 0 1- 7 Hz = 140 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.40 2063 C 0.03 0.37 F -B 0.42 1928 C 0.06 0.36 B -G 0.42 1928 C 0.06 0.36 G -C 0.40 2063 C 0.03 0.37 --------Bottom Chords --------- A -E 0.95 1844 T 0.34 0.61 E -S1 0.82 1171 T 0.21 0.61 S1-S2 0.95 1171 T 0.21 0.74 S2-D 0.82 1171 T 0.21 0.61 D -C 0.95 1844 T 0.34 0.61 ------------- Webs ------------- F -E 0.07 367 C E -B 0.44 853 T B -D 0.44 853 T D -G 0.07 367 C LL Defl -0.48" in S1-S2 L/597 TL Defl -0.62" in S1-S2 L/461 Shear // Grain in E -S1 0.28 DL Defl -0.12" 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 Gat, Gross Area Plate - RHS 20 Gat, Gross Area it Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2063 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW it 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 3/3/2006 10:10:48 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB12CUR G14 1*2P TR 240400 6 1- 2- 0 0 ENGLE/SBI2CUR/M#4153 HO 4-3 0 0 HO 4-3 N O TC: 12-2-0 12-2-0.. 7x6 B 5x4 5x4 6 F J 6-5-3 3x4 3x4 N O 10x10 1Ox10 20G-RHS-5xlO 20G-RHS-5x10 A C H Sl E S2 I L N,, 3x4 7x65x8 6x8 5x8 7x6 3x4 W:400 w:400 R:6154 R:8053 U:2577 U:3377 BC: -- 29-4-0 _._.. Y4-4-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.251" = 1' Robbins Engineering, Inc./Online P1us- A -N 0.32 12573 C 0.24 0.08 NOTES AND SYMBOLS SHEET FOR N -F 0.33 12881 C 0.25 0.08 ADDITIONAL SPECIFICATIONS. Online Plus -- Version 18.0.014 F -B 0.28 9187 C 0.19 0.09 RUN DATE: 03-MAR-06 B -J 0.27 9188 C 0.19 0.08 NOTES: *************** J -0 0.32 12831 C 0.25 0.07 Trusses Manufactured by: * 2-Ply Truss * 0 -C 0.45 14615 C 0.32 0.13 East Coast Lumber *************** --------Bottom Chords--------- Analysis Conforms To: A -M 0.53 11228 T 0.38 0.15 FBC2004 CSI -Size- ----Lumber---- M -H 0.53 11228 T 0.38 0.15 2 COMPLETE TRUSSES REQUIRED. TC 0.45 2x 4 SP-SS H -S1 0.49 11538 T 0.39 0.10 Fasten together in staggered BC 0.77 2x 6 SP-SS S1-E 0.77 11538 T 0.39 0.38 pattern. (1/2" bolts -OR- WB 0.57 2. 4 SP-#3 E -S2 0.77 11491 T 0.39 0.38 SDS3 screws -OR- 10d nails EX E -B 2x 4 SP-#2 S2-I 0.55 11491 T 0.39 0.16 as each layer is applied.) PB --- 2x 6 SP42 I -L 0.61 13082 T 0.45 0.16 ----Spacing (In)---- L -C 0.67 13082 T 0.45 0.22 Rows Nails Screws Bolts Brace truss as follows: -------------Webs------------- TC 1 12 24 0 O.C. From To M -N 0.03 479 C BC 2 11 24 0 TC Cont. 0- 0- 0 24- 4- 0 N -H 0.05 418 T WB 1 4 4 BC Cont. 0- 0- 0 24- 4- 0 H -F 0.57 3632 T Plus clusters of nails where F -E 0.40 3978 C shown. Loading Live Dead (psf) E -B 0.71 7794 T OH Loading TC 20.0 15.0 E -J 0.40 3921 C Soffit psf 2.0 BC 0.0 5.0 I -J 0.56 3581 T Design checked for LL on BC Total 20.0 20.0 40.0 I -0 0.15 1878 C per BOCA (section 1606.2.3), Spacing 24.0" L -0 0.25 1645 T IBC/IRC-2003,and FBC 2004 Lumber Duration Factor 1.25 (section 1607.1), 20-0 psf. Plate Duration Factor 1.25 LL Defl -0.20" in E -S2 L/999 Design checked for 10 psf non- TC Fb=1.00 Fc=1.00 Ft=1.00 TL Defl -0.40" in E -S2 L/715 concurrent LL on BC. BC Fb=1.00 Fc=1.00 Ft=1.00 Shear // Grain in S1-E 0.70 Prevent truss rotation at all DL Defl -0.29" at S2 L/989 bearing locations. Load Case # 1 Standard Loading Wind Loads - ANSI / ASCE 7-02 Lumber Duration Factor 1.25 Plates for each ply each face. Truss is designed as a Main Plate Duration Factor 1.25 PLATING CONFORMS TO TPI. Wind -Force Resistance System. plf - Live Dead From To REPORTS: SBCCI 9761 Wind Speed: 120 mph TC V 40 30 0.0' 24.3' ROBBINS ENGINEERING, INC. Mean Roof Height: 25-0 BC V 0 10 0.0' 24.3' BASED ON SP LUMBER Exposure Category: B BC V 290 290 8.0' 24.3' USING GROSS AREA TEST. Occupancy Factor : 1.00 BC V 1346 1346 7.0' CL-LB Plate - LOCK 20 Ga, Gross Area Building Type: Enclosed Plate - RHS 20 Ga, Gross Area Zone location: Exterior Jt Type Plt Size X Y JSI TC Dead Load 7.0 psf Plus 6 Wind Load Case(s) A RHS 5.0x10.0 4.0 0.9 0.98 BC Dead Load 3.0 psf Plus 1 UBC LL Load Case(s) A LOCK 10.0x10.0 8.9 0.9 0.99 Max comp. force 14615 Lbs N LOCK 3.Ox 4.0-0.4-0.2 0.80 Quality Control Factor 1.00 Checked for NonConcurrent 200 F LOCK 5.Ox 4.0-0.9-0.4 0.97 Lbs Moving Point Load applied B LOCK 7.Ox 6.0 Ctr-1.1 0.98 FABRICATOR NOTES: at Panel Points and Mid -panel J LOCK 5.Ox 4.0 0.9-0.4 0.97 1. EAST COAST LUMBER 6 SUPPLY on BC 0 LOCK 3.Ox 4.0 0.4-0.2 0.80 F.M- HILPERT, P.E-#50477 C RHS 5-Ox10.0-4.0 0.9 0.98 5285 ST. LUCIE BLVD. Jt React Uplft Size Req'd C LOCK 10.Ox10.0-8.9 0.9 0.99 - FORT PIERCE FL. 34946 Lbs Lbs In-Sx In-Sx M LOCK 3.Ox 4.0 Ctr-0.8 0.59 2. !!!CAUTION!!! READ "SCSI-B1 A 6154 2577 4- 0 3-10 H LOCK 7.0x 6.0 Ctr-1.2 0.95 SUMMARY SHEET" BEFORE Hz = -140 E LOCK 6.Ox 8.0 Ctr-0.6 1.00 HANDLING , INSTALLING 6 c 8054 3379 4- 0 4-12 ++ I LOCK 7.Ox 6.0 Ctr-1.2 0.95 BRACING TRUSSES, Hb c 138 L LOCK 3.Ox 4.0 Ctr-0.8 0.59 3. SEE ATTACHED DETAIL SHEET �a�: 1-sAeu �niLs. Membr CSI P Lbs Axl-CSI-Bnd 2-TBRACE. 3-BEARING BLOCK. ----------Top Chords---------- REFER TO ROBBINS ENG. GENERAL 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering -Portrait 3/3/2006 10:46:45 AM Page 1 Job Mark SB12CUR H1 ENGLE/SBI2CUR/M#4153 HO 4-3 0 0 N O TC H 7-0-0 3-10-3 U:1131 BC Quan Type Span P1-H1 Left OH Right OH Engineering 1 HHIP 310400 6 1- 2- 0 0 HO 3-10-3 24-4-0 3x6 4x12 2x4 4x8 3x10 2x4 K S1 L M S2 N 7x8 7x6 B C Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.85 2x 4 SP-#2 EX B -S1 2x 4 SP-SS EX S1-S2 2x 4 SP-SS BC 0.63 2x 4 SP-SS WB 0.61 2x 4 SP-#3 EX F -C 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 4- 0 BC Cont. 0- 0- 0 31- 4- 0 WB 1 rows CLB on M -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=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 31.3' BC V 0 10 0.0' 31.3' TC V 50 38 7.0' 30.3' TC V -40 -30 30.3' 31.3' BC V 0 13 7.1' 30.3' BC V 0 -10 30.3' 31.3' BC V 280 280 7.1' CL-LB 31-4-0 -- 31-4-0 - ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- A 2722 1131 4- 0 3- 3 Hz = 131 D 2692 1138 3- 8 3- 3 Hz = 225 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -J 0.69 5165 C 0.23 0.46 J -B 0.70 5085 C 0.21 0.49 B -K 0.62 6122 C 0.27 0.35 K -S1 0.59 6307 C 0.29 0.30 S1-L 0.57 6307 C 0.29 0.28 L -M 0.47 6307 C 0.20 0.27 M -S2 0.32 3355 C 0.05 0.27 S2-N 0.85 3355 C 0.09 0.76 N -C 0.85 3355 C 0.09 0.76 --------Bottom Chords --------- * -E 0.53 4564 T 0.43 0.10 E -I 0.50 4576 T 0.43 0.07 I -H 0.63 6122 T 0.58 0.05 H -G 0.57 5482 T 0.52 0.05 G -F 0.57 5482 T 0.52 0.05 F -D 0.25 161 T 0.00 0.25 ------------- Webs ------------- J -E 0.02 85 T E -B 0.19 621 T B -I 0.60 1899 T I -K 0.22 970 C K -H 0.08 275 T H -L 0.16 712 C H -M 0.34 1066 T G -M 0.09 305 T M -F 0.53 2603 C 1 Br F -N 0.19 862 C F -C 0.77 4173 T D -C 0.61 2661 C WindLd LL Defl -0.32" in I -H L/999 TL Defl -0.64" in I -H L/574 Shear // Grain in N -C 0.57 DL Defl -0.48" at H L/773 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 Plus 6 Wind Load Case(s) ROBBINS ENGINEERING, INC. Plus 1 UBC LL Load Case(s) BASED ON SP LUMBER USING GROSS AREA TEST. Checked for NonConcurrent 200 Plate - LOCK 20 Ga, Gross Area Lbs Moving Point Load applied Plate - RHS 20 Ga, Gross Area at Panel Points and Mid -panel Jt Type Plt Size X Y JSI on BC A LOCK 3.Ox 8.0 2.4 1.1 0.93 A LOCK 6.Ox 6.0 6.3 1.9 0.93 Jt React Uplft Size Req'd B LOCK 7.Ox 8.0 1.5-4.3 0.94 Lbs Lbs In-Sx In-Sx S1 LOCK 4.Oxl2.0 Ctr-0.2 0.91 Robbins Engineering, Inc./Online PIUSTM © 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 10:10:41 AM Page 1 D 3x4 i 92 U:1137 Scale: 0.203" = 1 C LOCK 7.Ox 6.0-1.0 Ctr 0.96 G LOCK 5.0x10.0 Ctr-0.5 0.91 F LOCK 7.0x10.0 1.0 Ctr 0.91 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder Half Hip Framing King Jacks Jack Open Faced Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 6307 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB12CUR H2 1 HHZP 310400 6 1- 2- 0 0 ENGLE/SBI2CUR/M#4153 Ho 4-3 HO 4-10-3 0 0 N TC 9-0-0 2.2-4-0 __.. - 5x8 2x4 3x6 3x6 4x6 B I S2 J C 4-10-3 BC D 2x4 3x6S1 4x8 3x6 3x6 W:400 3x6 HGR R:1253 R:1349 U: 538 U: 549 31-4-0 31-4-0. ALL PLATES ARE LOCK20 Scale: 0.203" = 1' Robbins Engineering, Inc./Online P1us- J -C 0.72 1620 C 0.05 0.67 --------Bottom Chords--------- OnlinePlus -- Version 18.0.014 A -E 0.80 2024 T 0.20 0.60 RUN DATE: 03-MAR-06 E -S1 0.51 1770 T 0.17 0.34 S1-G 0.71 1770 T 0.19 0.52 CSI -Size- ----Lumber---- G -S3 0.69 1620 T 0.17 0.52 TC 0.72 2x 4 SP-#2 S3-F 0.78 1620 T 0.17 0.61 BC 0.80 2x 4 SP-#2 F -D 0.63 205 T 0.00 0.63 WB 0.86 2x 4 SP-#3 ------------- Webs ------------- H -E 0.11 279 C Brace truss as follows: E -B 0.10 327 T O.C. From To B -G 0.21 487 T TC Cont. 0- 0- 0 31- 4- 0 G -I 0.17 534 C BC Cont. 0- 0- 0 31- 4- 0 G -J 0.32 667 T F -J 0.29 923 C Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1349 550 4- 0 1- 9 Hz = 163 D 1253 538 3- 8 1- 8 Hz = 287 F -C 0.86 1906 T D -C 0.39 1221 C WindLd LL Defl 0.14" in A -E L/999 TL Defl -0.25" in G -S3 L/999 Shear // Grain in S3-F 0.43 DL Defl -0.17" 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 Gar Gross Area Plate - RHS 20 Gar Gross Area it Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.75 B LOCK 5.Ox 8.0 Ctr-0.1 0.89 F LOCK 3.Ox 6.0 1.0 Ctr 0.90 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Membr C9I P Lbs Axl-CSI-Bnd NOTES: o oaeve°---Top Chords----- Trusses Manufactured by: A -H 0.28 2269 C 0.01 0.27 East Coast Lumber H -B 0.32 1973 C 0.02 0.30 Analysis Conforms To: B -I 0.67 2187 C 0.09 0.58 FBC2004 I -S2 0.62 2187 C 0.03 0.59 OH Loading S2-J 0.71 2187 C 0.03 0.68 Soffit psf 2.0 Robbins Engineering. Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering -Portrait 3/3/2006 10:10:42 AM Pagel Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2269 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SBI2CUR H3 1 HHZP 310400 6 1- 2- 0 0 ENGLE/SBI2CUR/M#4153 HO 4-3 0 0 (V O TC 'i 11-0-0 _ 20-4-0___ 5x6 3x6 3x6 3x6 B H S1 I 5-10-3 HO 5-10-3 i 2x4 C D 4x6 5x12 3x6 3x6 11 W:400 HGR R:1428 R:1416 U: 543 U: 544 BC 31-4-0 31-4-0 - - -- ALL PLATES ARE LOCK20 Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.58 2x 4 SP-#2 BC 0.94 2x 4 SP-#2 WB 0.57 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 4- 0 BC Cont. 0- 0- 0 31- 4- 0 WB 1 rows CLB on E -H WB 1 rows CLB on I -D Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Robbins Engineering, Inc./Online P1us- S1-I 0.58 1800 C 0.02 0.56 I -C 0.56 94 C 0.00 0.56 --------Bottom Chords --------- A -E 0.60 2156 T 0.20 0.40 E -S2 0.60 1967 T 0.33 0.27 S2-F 0.94 1967 T 0.33 0.61 F -D 0.84 1395 T 0.23 0.61 ------------- Webs ------------- G -E 0.18 403 C E -B 0.15 492 T E -H 0.08 251 C 1 Br H -F 0.21 359 C F -I 0.23 746 T I -D 0.57 1805 C 1 Br D -C 0.24 201 C WindLd LL Defl -0.32" in F -D L/999 TL Defl -0.52" in F -D L/714 Shear // Grain in I -C 0.36 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 A LOCK 4.Ox 6.0 Ctr 0.1 0.80 B LOCK 5.Ox 6.0 0.7-3.1 0.86 H LOCK 3.Ox 6.0-0.1 Ctr 0.50 E LOCK 5.Oxl2.0 1.0-0.5 0.70 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1429 544 4- 0 1-11 REFER TO ROBBINS ENG. GENERAL Hz = 200 NOTES AND SYMBOLS SHEET FOR D 1416 544 3- 8 1-11 ADDITIONAL SPECIFICATIONS. Hz = 352 NOTES: Membr CSI P Lbs Axl-CSI-Bnd Trusses Manufactured by: ----------Top Chords---------- East Coast Lumber A -G 0.30 2409 C 0.03 0.27 Analysis Conforms To: G -B 0.29 2033 C 0.02 0.27 FBC2004 B -H 0.47 1764 C 0.01 0.46 OH Loading H -S1 0.48 1800 C 0.02 0.46 Soffit psf 2.0 Robbins Engineering, Int.10rilm PIUSIM ®OHM y0f6ion 10,9A14 Vgiriggripq - Portrait 3/312000 10;23;57 AM Page , Scale: 0.203" = 1' Provide connection to bearing for 351 Lbs Horiz Reaction Design checked for LL on BC pgr BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2409 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job MarkT�u anType Span P1-H1 Left OH Right OH Engineering SB12CUR H42 HIPP 310400 6 1- 2- 0 0 ENGLE/SBI2CUR/M#4153 HO 4-3 HO 4-3 0 0 N O TC. `� 13-0-0 5-4-0 _ _.... ... _ 13-0-0 _ 5x6 5x6 B C 6-10-3 6 3x6 3x6 4x8 4x8 2x4 W:400 HGR R:1434 R:1315 U: 562 U: 525 BC - 31-4-6 . - ... 31-4-0 ALL PLATES ARE LOCK20 Scale: 0.205" = 1' Robbins Engineering, Inc -/Online Plus- ---------- Top Chords ---------- A -I 0.44 2395 C 0.03 0.41 Online Plus -- Version 18.0.014 I -B 0.44 2168 C 0.03 0.41 RUN DATE: 03-MAR-06 B -C 0.26 1595 C 0.02 0.24 C -J 0.46 1792 C 0.02 0.44 CSI -Size- ----Lumber---- J -D 0.47 2314 C 0.03 0.44 TC 0.47 2x 4 SP-#2 --------Bottom Chords --------- BC 0.82 2x 4 SP-#2 A -H 0.78 2145 T 0.19 0.59 WB 0.40 2x 4 SP-#3 H -S1 0.59 1570 T 0.26 0.33 S1-E 0.82 1570 T 0.15 0.67 Brace truss as follows: E -S2 0.67 2075 T 0.34 0.33 O.C. From To S2-G 0.62 2075 T 0.21 0.41 TC Cont. 0- 0- 0 31- 4- 0 G -D 0.65 2075 T 0.19 0.46 BC Cont. 0- 0- 0 31- 4- 0 ------------- Webs ------------- WB 1 rows CLB on B -E I -H 0.11 409 C Attach CLB with (2)-10d nails H -B 0.23 650 T at each web. B -E 0.04 132 T 1 Br E -C 0.13 406 T Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 124.0" 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 it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1435 562 4= 0 1-11 Hz = -163 D 1315 526 3- 8 1- 9 Hz = 164 E -J 0.40 544 C G -J 0.08 254 T LL Defl -0.25" in S1-E L/999 TL Defl -0.40" in S1-E L/919 Shear // Grain in C -J 0.27 DL Defl -0.15" at S1 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.79 B LOCK 5.Ox 6.0 0.7-3.1 0.73 C LOCK 5.Ox 6.0-0.7-3.1 0.60 D LOCK 4.Ox 6.0 Ctr 0.1 0.77 92 LOCK 4.Ox 8.0 Ctr 0.2 0.88 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2395 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Membr CSI P Lbs Axl-CSI-Bnd Robbins Engineering. Inc./Online PIUSTM © 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 10:10:43 AM Page 1 I Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB12CUR HS 2 HIPP 310400 6 1- 2- 0 0 ENGLE/SBI2CUR/M#4153 HO 4-3 0 0 HO 4-3 0 N O 0 d' O TC '� 15-0-0 15-0-0 5x6 5x6 B C 6 3x6 3x6 3x6 S2 S1 3x6 i J 7-10-3 4x6 4x6 A D -., H S3 K S4 G 2x4 3x6 4x10 3x6 2x4 W:400 HGR R:1349 R:1253 U: 562 U: 525 BC: 31-4-0 -- 31-4-0 .. -... _ _ ........ .... ALL PLATES ARE LOCK20 Scale: 0.205" = 1' Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.67 2x 4 SP-#2 BC 0.76 2x 4 SP-#2 WB 0.22 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 4- 0 BC Cont. 0- 0- 0 31- 4- 0 WB 1 rows CLB on I -K WB 1 rows CLB on K -J 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 it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1349 562 4- 0 1- 9 Hz = -188 D 1253 526 3- 8 1- 8 Hz = 199 Robbins Engineering, Inc./Online Plus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -I 0.67 2141 C 0.02 0.65 I -S2 0.66 1529 C 0.01 0.65 S2-B 0.50 1418 C 0.04 0.46 B -C 0.20 1294 C 0.01 0.19 C -S1 0.50 1418 C 0.04 0.46 S1-J 0.66 1529 C 0.01 0.65 J -D 0.67 2142 C 0.02 0.65 --------Bottom Chords --------- A -H 0.75 1925 T 0.19 0.56 H -S3 0.52 1925 T 0.20 0.32 S3-K 0.76 1925 T 0.20 0.56 K -S4 0.76 1925 T 0.20 0.56 S4-G 0.52 1925 T 0.20 0.32 G -D 0.75 1925 T 0.19 0.56 ------------- Webs ------------- H -I 0.08 279 T I -K 0.22 733 C 1 Br B -K 0.14 365 T K -C 0.14 365 T K -J 0.22 733 C 1 Br G -J 0.08 279 T LL Defl -0.13" in K -S4 L/999 TL Defl -0.23" in K -S4 L/999 Shear // Grain in S4-G 0.43 DL Defl -0.15" at S4 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Gar Gross Area it Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.71 B LOCK 5.Ox 6.0 0.7-3.1 0.60 C LOCK 5.Ox 6.0-0.7-3.1 0.60 D LOCK 4.Ox 6.0 Ctr 0.1 0.71 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2142 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW REFER TO ROBBINS ENGr GENERAL Robbins Engineering. Inc./Online Plus" ® 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 10:10:43 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SBI2CUR T9 3 TR 310400 6 1- 2- 0 0 ENGLE/SBI2CUR/M#4153 HO 4-3 HO 4-3 0 0 N O TC i 15-8-0 _ _ 15-8-0 5x6 B 8-2-3 6 3x6 3x6 3x6 3x6 W:400 HGR R:1451 R:1355 U: 562 U: 525 BC 31-4-0 31-4-0 ALL PLATES ARE LOCK20 Scale: 0.206" = 1' Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.75 2x 4 SP-#2 BC 0.95 2x 4 SP-#2 WB 0.39 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 4- 0 BC Cont. 0- 0- 0 31- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1451 562 4- 0 1-11 Hz = -196 C 1355 526 3- 8 1-10 Hz = 197 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.69 2383 C 0.03 0.66 Robbins Engineering, Inc./Online Plus' F -S2 0.69 2145 C 0.03 0.66 S2-B 0.75 2020 C 0.12 0.63 B -S1 0.75 2020 C 0.12 0.63 S1-G 0.69 2145 C 0.03 0.66 G -C 0.69 2383 C 0.03 0.66 --------Bottom Chords --------- A -E 0.95 2141 T 0.19 0.76 E -S3 0.69 1394 T 0.23 0.46 S3-S4 0.83 1394 T 0.12 0.71 S4-D 0.69 1394 T 0.23 0.46 D -C 0.95 2141 T 0.19 0.76 ------------- Webs ------------- F -E 0.19 514 C E -B 0.39 773 T B -D 0.39 773 T D -G 0.19 514 C LL Defl -0.49" in S3-S4 L/755 TL Defl -0.62" in S3-S4 L/594 Shear // Grain in F -S2 0.34 DL Defl -0.14" at S3 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gar Gross Area it Type Plt Size X Y JSI A LOCK 4:Ox 6.0 Ctr 0.1 0.79 B LOCK 5.Ox 6.0 Ctr-0.1 0.60 C LOCK 4.Ox 6.0 Ctr 0.1 0.79 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2383 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online PIUST 0 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 10:10:46.AM Page 1 r� Job SB12CUR Mark H8 Quan Type 1 HIPP Span P1-H1 Left OR Right OH 310400 6 1- 2- 0 1- 2- 0 Engineering ENGLE/SBI2CUR/M#4153 HO 4-3 HO 4-3 0 0 0 0 N N O TC 'i 11-0-0 - 9-4-0----I-._ _.....11-0-Q------ O #5x8 3x6 #5x8 B H C 5-10-3 #6x16 #6x16 W:400 SPL SPL W:400 R:1409 R:1409 U: 562 U: 562 BC ... .-31-4-0- 31-4-0 ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.38 2x 4 SP-#2 BC 0.91 2x 4 SP-#2 WB 0.19 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 4- 0 BC Cont. 0- 0- 0 31- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1410 562 4- 0 1-11 Hz = -137 D 1410 562 4- 0 1-11 Hz = 138 Membr CSI P Lbs Axl-CSI-Bnd ----------Top ChordS ---------- 1 -C 0.39 2379 C 0.02 0.36 G -B 0.34 1993 C 0.04 0.30 B -H 0.27 1732 C 0.01 0.26 Robbins Engineering, Inc./Online P1us- H -C 0.27 1732 C 0.01 0.26 C -I 0.34 1994 C 0.04 0.30 I -D 0.38 2379 C 0.02 0.36 --------Bottom Chords --------- * -F 0.88 2129 T 0.20 0.68 F -E 0.91 1869 T 0.18 0.73 E -D 0.88 2129 T 0.20 0.68 ------------- Webs ------------- G -F 0.19 415 C F -B 0.17 537 T F -H 0.16 200 C H -E 0.16 200 C C -E 0.17 537 T E -I 0.19 415 C LL Defl -0.22" in F -E L/999 TL Defl -0.38" in F -E L/978 Shear // Grain in A -F 0.32 DL Defl -0.14" 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 it Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.79 B LOCK 5.Ox 8.0 0.3-0.1 0.65 C LOCK 5.Ox 8.0-0.1 Ctr 0.61 D LOCK 4.Ox 6.0 Ctr 0.1 0.79 F# LOCK 6.Oxl6.0 1.0-0.5 0.60 E# LOCK 6.Oxl6.0-0.8-0.5 0.60 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: Edst CQd5t bUDer Analysis Conforms To: FBC2004 Scale: 0.202" = 1' OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main .Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2379 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online PIusTM © 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 10:10:45 AM Page 1 Job Mark SBI2CUR H7 ENGLE/SBI2CUR/M#4153 HO 4-3 0 0 N O TC'" 9-0-0 4-10-3 BC Quan Type Span P1-H1 Left OH Right OH I Engineering 1 HIPP 310400 6 1- 2- 0 1- 2- 0 HO 4-3 0 0 N O 13-4-0 9-0-0 i 5x8 2x4 3x6 5x8 B I S3 C 3x6 3x6 4x8 3x6 3x6 W:400 W: 400 R:1349 R:1349 U: 562 U: 562 Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.58 2x 4 SP-#2 BC 0.80 2x 4 SP-#2 WB 0.20 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 4- 0 BC Cont. 0- 0- 0 31- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1349 562 4- 0 1- 9 HZ = -111 D 1349 562 4- 0 1- 9 Hz = 112 31-4-0 -- ---- - 31-4-0 .. .. ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- C -J 0.26 1968 C 0.02 0.24 J -D 0.28 2272 C 0.01 0.27 --------Bottom Chords --------- A -F 0.80 2028 T 0.20 0.60 F -S1 0.52 1762 T 0.17 0.35 S1-G 0.65 1762 T 0.19 0.46 G -S2 0.65 1762 T 0.19 0.46 S2-E 0.52 1762 T 0.17 0.35 E -D 0.80 2028 T 0.20 0.60 ------------- Webs -------_----- H -F 0.11 292 C F -B 0.10 327 T B -G 0.20 512 T G -I 0.16 518 C G -C 0.20 512 T E -C 0.10 327 T E -J 0.11 292 C LL Defl 0.15" in A -F L/999 TL Defl -0.24" in E -D L/999 Shear // Grain in B -I 0.33 DL Defl -0.17" 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 Gar Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.75 B LOCK 5.Ox 8.0 Ctr-0.1 0.89 C LOCK 5.Ox 8.0 Ctr-0.1 0.89 D LOCK 4.Ox 6.0 Ctr 0.1 0.75 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- NOTES: A -H 0.28 2272 C 0.01 0.27 Trusses Manufactured by: H -B 0.26 1968 C 0.02 0.24 East Coast Lumber B -I 0.58 2185 C 0.03 0.55 Analysis Conforms To: I -S3 0.58 2185 C 0.03 0.55 FBC2004 S3-C 0.45 2185 C 0.06 0.39 OH Loading Robbins Engineering, Inc./Online PlUST 0 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 10:10:45 AM Page 1 Scale: 0.202" = 1' Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2272 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SB12CUR H6 1 HIPP 310400 6 1- 2- 0 1- 2- 0 ENGLE/SBI2CUR/M#4153 HO 4-3 0 0 N O TC' '� 7-0-0 3-10-3 E 17-4-0 3x8 3x12 2x4 J S2 K 7x8 B 7x8 C HO 4-3 0 0 N O 7-0-0 i b 2x4 2x4 I L x6 6xE x8 3xE D A v W:400 R:2774 U:1161 BC F H G i_1 E x6 #4x6 #5x10 '-3x \.iT} S1 S3 20G-RHS-5x10 #20G-RHS-5x10 h � W:400 R:2773 U:1161 31-4-0 31-4-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.202" = 1' Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.77 2x 4 SP42 EX B -S2 2x 4 SP-SS EX S2-C 2x 4 SP-SS BC 0.66 2x 4 SP-SS WB 0.66 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 4- 0 BC Cont. 0- 0- 0 31- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 31.3' BC V 0 10 0.0' 31.3' TC V 50 38 7.0' 24.3' BC V 0 13 7.1' 24.2' BC V 280 280 7.1' CL-LB BC V 280 280 24.2' CL-LB Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 2774 1162 4- 0 3- 4 Hz = -86 D 2774 1102 9- 4 3- 4 Hz = 87 Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -I 0.72 5271 C 0.24 0.48 I -B 0.77 5206 C 0.22 0.55 B -1 0.95 6461 C 0.37 0.58 J -S2 0.68 6459 C 0.21 0.47 S2-K 0.67 6459 C 0.21 0.46 K -C 0.95 6459 C 0.37 0.58 C -L 0.77 5206 C 0.22 0.55 L -D 0.72 5271 C 0.24 0.48 --------Bottom Chords --------- A -F 0.54 4656 T 0.44 0.10 F -S1 0.53 4690 T 0.44 0.09 S1-H 0.48 4690 T 0.44 0.04 H -G 0.66 6462 T 0.61 0.05 G -S3 0.48 4690 T 0.44 0.04 S3-E 0.53 4690 T 0.44 0.09 E -D 0.53 4656 T 0.44 0.09 ------------- Webs ------------- I -F 0.02 101 T F -B 0.19 647 T B -H 0.66 2073 T H -J 0.21 937 C J -G 0.09 156 C G -K 0.21 936 C G -C 0.66 2071 T E -C 0.19 647 T E -L 0.02 101 T LL Defl -0.34" in H -G L/999 TL Defl -0.69" in H -G L/529 Shear // Grain in B -J 0.64 DL Defl -0.51" at G L/726 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 A LOCK 3.Ox 8.0 2.4 1.1 0.95 A LOCK 6.Ox 6.0 6.3 1.9 0.97 B LOCK 7.Ox 8.0 1.5-4.3 0.97 J LOCK 3.Ox 8.0 0.5 Ctr 0.85 C LOCK 7.Ox 8.0-1.5-4.3 0.97 D LOCK 3.Ox 8.0-2.4 1.1 0.95 D LOCK 6.Ox 6.0-6.3 1.9 0.97 91 RHS 5.Ox10.0 Ctr 0.8 0.71 G LOCK 5.Ox10.0 0.4 Ctr 0.66 S3#RHS 5.0x10.0 0.6 0.8 0.82 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder Step Down Hip Framing King Jacks Jack Open Faced Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 6461 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER' JLW # = Plate Monitor used Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 3l3I2006 10:10:44 AM Page 1 >- Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SB12CUR MV10 1 VLM. SB 100000 6 0 0 ENGLE/SBI2CUR/M#4153 Ho 5-0-0 2x4 B 5-0-0 E BC' -- - 10-0-0 - 10-0-0 ALL PLATES ARE LOCK20 See Joint D For Typical Gable Plate Size and Placement Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.26 2x 4 SP-#2 BC 0.32 2x 4 SP-#2 WB 0.16 2x 4 SP-#3 GW 0.06 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 10- 0- 0 BC Cont. 0- 0- 0 10- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -D 0.26 192 C 0.01 0.25 D -B 0.25 115 C 0.00 0.25 --------Bottom Chords --------- A -E 0.27 0 T 0.00 0.27 E -C 0.32 0 T 0.00 0.32 ------------- Webs ------------- C -B 0.16 115 C WindLd ----------Gable Webs---------- E-D 0.06 349 C LL Defl 0.03" in A -E L/999 TL Defl 0.03" in A -E L/999 Shear // Grain in A -E 0.21 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gar Gross Area it Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber it React Uplft Size Req'd Analysis Conforms To: Lbs Lbs In-Sx In-Sx FBC2004 Cont. Brg 0- 0- 0 to 10- 0- 0 Design checked for LL on BC 751 315 Hz = 295 per BOCA (section 1606.2.3), Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering -Portrait 3/3/2006 10:10:49 AM Pagel C 2x4 Scale: 0.409" = 1' IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 349 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-SEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB12CUR M" 1 vLM. SB 80000 6 0 0 ENGLE/SBI2CUR/M#4153 Ho 4-0-0 TC 8-0-0 2x4 B 4-0-0 E BC! 8-0-0 - -------. --- - 8-0-0 ALL PLATES ARE LOCK20 See Joint D For Typical Gable Plate Size and Placement Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- TC 0.15 2x 4 SP-#2 BC 0.26 2x 4 SP42 WB 0.10 2x 4 SP-#3 GW 0.05 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 8- 0- 0 BC Cont. 0- 0- 0 8- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -D 0.15 151 C 0.00 0.15 D -B 0.15 91 C 0.00 0.15 --------Bottom Chords --------- A -E 0.17 0 T 0.00 0.17 E -C 0.26 0 T 0.00 0.26 ------------- Webs ------------- C -B 0.10 100 C WindLd ----------Gable Webs---------- E-D 0.05 273 C LL Defl 0.01" in A -E L/999 TL Defl 0.01" in A -E L/999 Shear // Grain in A -E 0.21 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber it React Up1ft Size Req'd Analysis Conforms To: Lbs Lbs In-Sx In-Sx €EC2004 Cont. Brg 0- 0- 0 to 8- 0- 0 Design checked for LL on BC 591 248 Hz = 230 per BOCA (section 1606.2.3), Robbins Engineering. Inc./Online PIUS- ® 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 10:10:49 AM Page 1 Scale: 0.482" = 1' IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 273 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW A Job Mark Quan Type Span PI-H1 Left OH Right OH Engineering SB12CUR MV6 2 VLM. SB 60000 6 0 0 ENGLE/SBI2CUR/M#4153 3-0-0 HO 3-0-0 TC 6-0-0 2x4 E 6-0-0.. ALL PLATES ARE LOCK20 See Joint D For Typical Gable Plate Size and Placement Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.07 2x 4 SP-#2 BC 0.16 2x 4 SP-#2 WB 0.05 2x 4 SP-#3 GW 0.03 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6- 0- 0 BC Cont. 0- 0- 0 6- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) 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 -D 0.07 106 C 0.00 0.07 D -B 0.07 64 C 0.00 0.07 --------Bottom Chords --------- A -E 0.10 0 T 0.00 0.10 E -C 0.16 0 T 0.00 0.16 ------------- Webs ------------- C -B 0.05 73 C WindLd ----------Gable Webs---------- E-D 0.03 192 C LL Defl 0.00" in E -C L/999 TL Defl 0.00" in E -C L/999 Shear // Grain in A -E 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 Gal, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Jt React Uplft Size Req'd Analysis Conforms To: Lbs Lbs In-Sx In-Sx FBC2004 Cont. Brg 0- 0- 0 to 6- 0- 0 Design checked for LL on BC 431 181 Hz = 165 per BOCA (section 1606.2.3), Robbins Engineering, Inc./Online PIusT4 m 1996-2005 Version 18.0.014 Engineering -Portrait 3/3/2006 10:17:28 AM Pagel 4 Scale: 0.594" = 1' IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 192 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SBUCUR MV4 3 VIM. SB 40000 6 0 0 ENGLE/SBI2CUR/M#4153 2-0-0 Bo 2-0-0 TC 4-0-0 2x4 BC' 4-0-0 ALL ALL PLATES ARE LOCK20 Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.08 2x 4 SP-#2 BC 0.14 2x 4 SP-#2 WB 0.02 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4- 0- 0 BC Cont. 0- 0- 0 4- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.08 48 C 0.00 0.08 --------Bottom Chords --------- A -C 0.14 0 T 0.00 0.14 ------------- Webs ------------- C -B 0.02 90 C WindLd LL Defl 0.00" in A -C L/999 TL Defl 0.00" in A -C L/999 Shear // Grain in A -C 0.23 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Checked for NonConcurrent 200 Trusses Manufactured by: Lbs Moving Point Load applied East Coast Lumber at Panel Points and Mid -panel Analysis Conforms To: on BC FBC2004 Design checked for LL on BC it React Uplft Size Req'd per BOCA (section 1606.2.3), Lbs Lbs In-Sx In-Sx IBC/IRC-2003,and FBC 2004 Cont. Brg 0- 0- 0 to 4- 0- 0 (section 1607.1), 20.0 psf. 335 113 Hz = 101 Design checked for 10 psf non - concurrent LL on BC. Robbins Engineering, Inc./Online PIUSTM ©1996-2005 Version 18.0.014 Engineering - Po&aif 9I3I2OOB 10:1O:�sO AM Page 1 Scale: 0.757" = 1' Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 90 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SBI2CUR MV2 3 VLMA. SB 20000 6 0 0 ENGLE/SBI2CUR/M#4153 Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.00 2x 4 SP-#2 BC 0.00 2x 4 SP-#2 WB 0.00 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 2- 0- 0 BC Cont. 0- 0- 0 2- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) 1-0-0 TC HO 1-0-0 2-0-0 2x4 BCI i -- -- 2-0-0 ALL PLATES ARE LOCK20 C x4 Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.00 15 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 Gat, Gross Area Plate - RHS 20 Gat, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Checked for NonConcurrent 200 Trusses Manufactured by: Lbs Moving Point Load applied East Coast Lumber at Panel Points and Mid -panel Analysis Conforms To: on BC FBC2004 Design checked for LL on BC Jt React Uplft Size Req'd per BOCA (section 1606.2.3), Lbs Lbs In-Sx In-Sx IBC/IRC-2003,and FBC 2004 Cont. Brg 0- 0- 0 to 2- 0- 0 (section 1607.1), 20.0 psf. 254 47 Hz = 36 Design checked for 10 psf non - concurrent LL on BC. Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 10:10:51 AM Page 1 Scale: 0.859" = 1' Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 36 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW .� Job Mark Quan Type Span P1-H1 Left OH Right OR Engineering SBI2CUR HJ7 7 MONO 91013 4.243 1- 7-13 0 ENGLE/SBI2CUR/M#4153 HO 3-15 HO 3-9-15 TC:-1-7-13 - -. .- _ __9-10-13 2x4 B 3-9-15 BC 18 38 35 C 3x3 I H W:511 W:108 R: 501 R: 397 U: 120 U: 95 Online Plus -- Version 18.0.014 RUN DATE: 03-MAR-06 CSI -Size- ----Lumber---- TC 0.54 2x 4 SP42 BC 0.92 2x 4 SP-#2 WE 0.29 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9-10-13 BC Cont. 0- 0- 0 9-10-13 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 9.9' BC V 0 10 0.0' 9.9' TC V -40 -30 0.0' 45 34 9.9' BC V 0 -10 0.0' 0 11 9.9' Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Cases) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC 9-10-13 9-10-13 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 502 120 5-11 1- 0 Hz = 142 B 289 186 1- 8 1- 0 Hz = 224 C 397 95 1- 8 1- 0 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -D 0.54 712 C 0.00 0.54 D -B 0.54 131 T 0.00 0.54 --------Bottom Chords --------- A -C 0.92 720 T 0.13 0.79 ------------- Webs ------------- D -C 0.29 769 C C -B 0.08 0 T WindLd LL Defl -0.24" in A -C L/465 TL Defl -0.36" in A -C L/307 Shear // Grain in D -B 0.34 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area 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 Girder King Jack Scale: 0.468" = 1' Loading TC and BC Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load : 3.0 psf Max comp. force 769 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE, 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering. Inc./Online Plus- ® 1996-2005 Version 18.0.014 Engineering - Portrait 313/2006 10:10:51 AM Page 1 Job SBI2CUR F!HJ;3 QuartType 2 XNG1 Span 30607 P1-Hl Left OH Right OH 4.24 0 0 Engineering ENGLE/SBI2CUR/M#4153 Ho 6-14 HO 1-9-14 TC'1 _ . _ _ 3-6-7 - _..._---------- 2x4 4.24': B 1-9-14 3x3 g� C 2.4 �i W:108 R: 59 I I U: 26 is i W:511 W:108 R: 124 R: 222 U: 14 BC - - 3-6-7 ... 3-6-7 .. _. ALL PLATES ARE LOCK20 Scale: 0.517" = 1' Robbins Engineering, Inc./Online Plus - it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Online Plus -- Version 18.0.014 A 125 14 5-11 1- 0 RUN DATE: 03-MAR-06 Hz = -40 B 59 26 1- 8 1- 0 Hz = 55 C 223 0 1- 8 1- 0 CSI -Size- ----Lumber---- TC 0.10 2x 4 SP-#2 BC 0.26 2x 4 SP-#2 WB 0.01 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 6- 7 BC Cont. 0- 0- 0 3- 6- 7 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' 3.5' BC V 0 10 0.0' 3.5' TC V -40 -30 0.0' -19 -14 3.5' BC V 0 -10 0.0' 0 -5 3.5' Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.10 30 T 0.00 0.10 --------Bottom Chords --------- A -C 0.26 24 C 0.00 0.26 ------------- Webs ------------- C -B 0.01 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 it Type Plt Size X Y JSI A LOCK 3.Ox 3.0 1.5 0.4 0.78 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Plus 5 Wind Load Case(s) NOTES: Plus 1 UBC LL Load Case(s) Trusses Manufactured by: East Coast Lumber Checked for NonConcurrent 200 Analysis Conforms To: Lbs Moving Point Load applied FBC2004 at Panel Points and Mid -panel Girder King Jack on BC Loading TC and BC Robbins Engineering. Inc./Online PIusT" © 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 10:10:52 AM Page 1 Setback 2- 6- 0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 24 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SB12CUR EJ7 34 ENDJO 70000 6 1- 2- 0 0 ENGLE/SBI2CUR/M#4153 HO 4-3 HO 3-10-3 TC i 1-2-0 ...----- 7-0-0 .. B 3-10-3 8 -5 i8 LL B I W:400 W:108 R: 377 R: 243 U: 104 U: 8 BC 7-0-0 7-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 99 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 03-MAR-06----------Top Chords ---------- A -B 0.55 91 C 0.00 0.55 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.55 2x 4 SP-#2 A -C 0.67 99 T 0.00 0.67 BC 0.67 2x 4 SP42 LL Defl -0.08" in A -C L/999 Brace truss as follows: TL Defl -0.17" in A -C L/458 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 Cases) Plus 1 UBC LL Load Cases) 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: PAC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 377 104 4- 0 1- 0 Design checked for LL on BC Hz = 185 per BOCA (section 1606.2.3), B 215 158 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 244 9 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 10:10:52 AM Page 1 Scale: 0.481" = 1' Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 91 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SB12CUR Mark EJ3 __F Quan Type 3 ENDJO Span P1-H1 30000 6 Left OH Right OH�gineerhtg 1- 2- 0 0 ENGLE/SBI2CUR/M#4153 SO 4-3 SO 1-10-3 6 1-10-3 2x4, A 1C W:108 R: 91 U: 68 19 W:400 I W:108 R: 262 R: 218 U: 63 U: 5 BC 3-0-0 3-0-0 ALL PLATES ARE LOCK20 Scale: 0.643" = 1' Robbins Engineering, Inc./Online Plus - Hz = 42 Online Plus.-- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 03-MAR-06----------Top Chords ---------- A -B 0.10 38 C 0.00 0.10 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.10 2x 4 SP-#2 A -C 0.22 41 T 0.00 0.22 BC 0.22 2x 4 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 0- 0 BC Cont. 0- 0- 0 3- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 262 64 4- 0 1- 0 Hz = 78 B 92 68 1- 8 1- 0 C 210 5 1- 8 1- 0 LL Defl 0.00" in A -C L/999 TL Defl -0.01" in A -C L/999 Shear // Grain in A -C 0.17 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 38 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online PlusTM 0 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 10:10:53 AM Page 1 Job SB12CUR MarkP14 CJS uan Type ENDJO Span P1-H1 50000 6 Left OH Right OH 1- 2- 0 0 Engineering ENGLE/SBI2CUR/M#4153 BO 4-3 HO 2-10-3 TC' 1-2-0 5-0-0 6 I Kam\ 2-10-3 i W:108 R: 153 U: 113 2x4 A C W:400 W:108 R: 300 R: 230 U: 84 U: 7 BC 5-0-0 5-0-0 _. ALL PLATES ARE LOCK20 Scale: 0.603" = 1' Robbins Engineering, Inc./Online Plus - Hz = 71 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 03-MAR-06----------Top Chords ---------- A -B 0.27 65 C 0.00 0.27 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.27 2x 4 SP-#2 A -C 0.43 70 T 0.00 0.43 BC 0.43 2x 4 SP42 LL Defl -0.02" in A -C L/999 Brace truss as follows: TL Defl -0.04" in A -C L/999 O.C. From To Shear // Grain in A -B 0.19 TC Cont. 0- 0- 0 5- 0- 0 DL Defl 0.00" at L/999 BC Cont. 0- 0- 0 5- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis NREMm§ T8! FBC2004 it React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 300 84 4- 0 1- 0 Design checked for LL on BC Hz = 132 per ROCA (section 1606.2.3), B 153 113 1- s 1- 0 OVIRC-2003,and FRC 2004 C 231 7 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online PIusT" ® 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 10:10:53 AM Page 1 Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 65 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SB12CUR Mark C.J,3 Quan 14 Type ENDJO Span P1-H1 30000 6 _[_ Left OH Right OH 1- 2- 0 0 Engineering ENGLE/SBI2CUR/M#4153 HO 4-3 HO 1-10-3 TC I. _ 1-2-0_ 3-0-0____ 6i 1-10-3 2A r ;C W:108 R: 91 U: 68 � I W. - W:108 R: 262 R: 218 U: 63 U: 5 BC; - 3-0-0 i 3-0-0 ALL PLATES ARE LOCK20 Scale: 0.643" = V Robbins Engineering, Inc./Online Plus - Hz = 42 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 03-MAR-06----------Top Chords ---------- A -B 0.10 38 C 0.00 0.10 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.10 2x 4 SP-#2 A -C 0.22 41 T 0.00 0.22 BC 0.22 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 0- 0 BC Cont. 0- 0- 0 3- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) LL Defl 0.00" in A -C L/999 TL Defl -0.01" in A -C L/999' Shear // Grain in A -C 0.17 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 262 64 4- 0 1- 0 Design checked for LL on BC Hz = 78 per BOCA (section 1606.2.3), B 92 68 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 218 5 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering. Inc./Online PIUSTM O 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 10A0:54 AM Page 1 Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 38 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SB12CUR CJI 18 ENDJO 10000 6 1- 2- 0 0 ENGLE/SBI2CUR/M#4153 10-3 HO 4-3 HO 10-3 TC' 6' C LI A aj " W108 R:; !48 U: i17 W:400 W:108 R: 235 R: 205 U: 46 U: 4 BC 1-0-0 1-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 12 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 03-MAR-06----------Top Chords ---------- A -B 0.03 18 T 0.00 0.03 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.03 2x 4 SP-#2 A -C 0.04 12 T 0.00 0.04 BC 0.04 2x 4 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 0- 0 BC Cont. 0- 0- 0 1- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) LL Defl 0.00" in A -C L/999 TL Defl 0.00" in A -C L/999 Shear // Grain in A -C 0.06 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 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 235 46 3- 8 1- 0 Design checked for LL on BC Hz = 23 per BOCA (section 1606.2.3), B 48 17 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 205 4 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 3/3/2006 10:10:54 AM Page 1 Scale: 0.716" = 1' Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 9 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY F.M. HILPERT, P.E.#50477 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW n Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB33SHRT H40 1 2 HHIP 91008 3 1- 2- 0 0 ENGLE HOMES/SB33SHRT/3786**W/STPLTSHGRS,JLW I 2-0-14 HO 2-0-14 HO 3-14 TC; 1-2-0 7-0-0 i2-10-8 4x4 3x6 I u I W:400 HGR R: 669 R: 878 U: 187 U: 245 BC'---..._.-9-10-8- _ - - 9-10-8 - _ _ - - ALL PLATES ARE LOCK20 Scale: 0.562" = 1 Online Plus -- Version 18.0.014 RUN DATE: 22-NOV-05 CSI -Size- ----Lumber---- TC 0.54 2x 4 SP-#2 BC 0.68 2x 4 SP-#2 WB 0.48 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9-10- 8 BC Cont. 0- 0- 0 9-10- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 9.9' BC V 0 10 0.0' 9.9' TC V 50 38 7.0' 8.9' TC V -40 -30 8.9' 9.9' BC V 0 13 7.1' 8.9' BC V 0 -10 8.9' 9.9' BC V 280 280 7.1' CL-LB Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus- Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 669 187 4- 0 1- 0 Hz = 53 D 878 246 3- 8 1- 1 Hz = 96 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.54 1269 C 0.02 0.52 B -C 0.20 1233 C 0.01 0.19 --------Bottom Chords --------- A -E 0.68 1233 T 0.14 0.54 E -D 0.38 68 T 0.00 0.38 ------------- Webs ------------- E -B 0.02 163 C E -C 0.48 1498 T D -C 0.14 895 C WindLd LL Defl -0.06" in A -E L/999 TL Defl -0.13" in A -E L/828 Shear // Grain in B -C 0.27 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI E LOCK 3.Ox 4.0 1.0 Ctr 0.93 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder Half Hip Framing King Jacks Jack Open Faced Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1269 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus- ® 1996-2005 Version 18.0.014 Engineering - Portrait 11/22'2005 3:47:47 PIV Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB33SHRT H41 2 MONO 91008 3 1- 2- 0 0 ENGLE HOMES/SB33SHRT/3786**W/STPLTSHGRS,JLW HO 3-14 HO 2-9-8 TC I 1-2_-0_ . _� __- _. 9-0-0 ____.______..._.___.._._----__.._________-_.__�_ 10-8 _ I 4x4 2-6-14 I W:400 R: 486 U: 131 ..BCi._. _.-. --- - ---- 9-10-8 -- - - ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus'" Hz = 122 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 22-NOV-05----------Top Chords ---------- A -G 0.53 761 C 0.00 0.53 CSI -Size- ----Lumber---- G -E 0.28 58 C 0.00 0.28 TC 0.53 2x 4 SP-#2 E -B 0.04 30 C 0.00 0.04 BC 0.80 2x 4 SP-#2--------Bottom Chords --------- WB 0.24 '2x 4 SP-#3 A -C 0.80 752 T 0.09 0.71 ------------- Webs ------------- Brace truss as follows: G -C 0.24 729 C O.C. From To E -C 0.03 185 C TC Cont. 0- 0- 0 9-10- 8 C -B 0.02 50 C WindLd BC Cont. 0- 0- 0 9-10- 8 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC LL Defl -0.21" in A -C L/528 TL Defl -0.34" in A -C L/322 Shear // Grain in A -C 0.31 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI C LOCK 3.Ox 8.0-0.5 Ctr 0.74 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx NOTES: A 487 131 4- 0 1- 0 Trusses Manufactured by: Hz = 66 East Coast Lumber C 397 35 3- 8 1- 0 Analysis Conforms To: Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 11/22/2005 3:47:48 PM Page 1 B !x4 HGR R: 397 U: 34 Scale: 0.564" = 1' FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10.psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 761 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering S)333SHRT M41 1 7 MONO 91008 3 1- 2- 0 0 ENGLE HOMES/SB33SHRT/3786**W/STPLTSHGRS,JLW 2-9-8 Ho 3-14 TC i.-_._ 1-2-Q---.. HO 2-9-8 2x4 i I W:400 HGR R: 486 R: 399 U: 131 U: 103 _-- ------ 9-10-8 -------------- 9-10-8 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 133 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 22-NOV-05----------Top Chords ---------- A -D 0.52 788 C 0.00 0.52 CSI -Size- ----Lumber---- D -B 0.31 50 C 0.00 0.31 TC 0.52 2x 4 SP-#2--------Bottom Chords --------- BC 0.79 2x 4 SP-#2 A -C 0.79 780 T 0.09 0.70 WB 0.30 2x 4 SP-#3 ------------- Webs ------------- D -C 0.30 809 C Brace truss as follows: C -B 0.03 137 C WindLd O.C. From To TC Cont. 0- 0- 0 9-10- 8 LL Defl -0.21" in A -C L/526 BC Cont. 0- 0- 0 9-10- 8 TL Defl -0.34" in A -C L/324 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 497 131 4= 0 1- 0 Hz = 74 C 399 104 3- 8 1- 0 Shear // Grain in A -D 0.26 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Scale: 0.565" = 1' Design checked for LL on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10_-psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 809 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering -Portrait 11/22/2005 3:47:48 PM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SB33SHRT HJ7P 1 2 MONO 91013 2.121 1- 7-13 0 ENGLE HOMES/SB33SHRT/3786**W/STPLTSHGRS,JLW HO 3-12 HO 2-0-12 -Tc l 1-7-13 - - --- -- 9-10-13 2x4 B -- 2.121 3x3 D i 2-0-12 3x3 A c 3x3 �i l ii W:108 R: 289 vI U: 143 it i W:511 W:108 R: 498 R: 397 U: 156 U: 55 -..? -- -- --- --- 9-10-13 - .. ALL PLATES ARE LOCK20 Scale..0.465" = 1' Online Plus -- Version 18.0.014 RUN DATE: 22-NOV-05 CSI -Size- ----Lumber---- TC 0.56 2x 4 SP-#2 BC 0.96 :2x 4 SP-#2 WB 0.49 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9-10-13 BC Cont. 0- 0- 0 9-10-13 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 9.9' BC V 0 10 0.0' 9.9' TC V -40 -30 0.0' 45 34 9.9' BC V 0 -10 0.0' 0 11 9.9' Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus - it React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 498 156 5-11 1- 0 Hz = 72 B 290 143 1- 8 1- 0 Hz = 100 C 397 55 1- 8 1- 0 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -D 0.56 1387 C 0.01 0.55 D -B 0.46 57 T 0.00 0.46 --------Bottom Chords --------- A -C 0.96 1394 T 0.25 0.71 ------------- Webs ------------- D -C 0.49 1422 C C -B 0.01 0 T WindLd LL Defl -0.19" in A -C L/574 TL Defl -0.31" in A -C L/361 Shear // Grain in D -B 0.34 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area 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 Girder King Jack Loading TC and BC Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL.on BC per BOCA (section 1606.2.3) and IBC/IRC-2003. Design checked for 10 psf non - concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1422 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 11122/2005147:49 PM Page 1 Job Mark uan Type Span P1-H1 Left OH Right OH Engineering Q SB33SHRT EJ7P 4 ENDJO 70000 3 1- 2- 0 0 ENGLE HOMES/SB33SHRT/3786**W/STPLTSHGRS,JLW HO 3-14 Ho 2-0-14 TC i 1-2-0 ---_-.- 7-0-0 B 3 2-0-14 2x4 A I c W:108 R: 211 U: 77 W: 400 W:'108 R: 373 R: 244 U: 105 I ALL PLATES ARE LOCK20 Scale:.0.567" = 1' Robbins Engineering, Inc./Online Plus - Hz = 43 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 22-NOV-05----------Top Chords ---------- A -B 0.53 29 C 0.00 0.53 CSI -Size- ----Lumber---- TC 0.53 '2x 4 SP-#2 BC 0.63 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) --------Bottom Chords --------- A -C 0.63 43 T 0.00 0.63 LL Defl -0.08" in A -C L/987 TL Defl -0.17" in A -C L/449 Shear // Grain in A -B 0.26 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area it Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 it React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 373 105 4- 0 1- 0 Design checked for LL on BC Hz = 66 per BOCA (section 1606.2.3) B 211 78 1- 8 1- 0 and IBC/IRC-2003. C 245 0 1- 8 1- 0 Design checked for 10 psf non - Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 11/22/2005 3:47:49 PM Page 1 concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 29 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark uan Type Span P1-H1 Left OH Right OH Engineering SB33SHRT CJ5P Q4 ENDJO 50000 3 1- 2- 0 0 ENGLE HOMES/SB33SHRT/3786**W/STPLTSHGRS,JLW HO 3-14 HO 1-6-14 TC 1-2-0-------- --- 5-0-0 --- - B I 1-6-14 2x4 A I W:108 R: 48 U: P 54 LAS W:400 W:108 R: 295 R: 232 U: 88 -1 ---- - -- - 5-0-0 - - - - ALL PLATES ARE LOCR20 Scale: 0.572" = 1' Robbins Engineering, Inc./Online Plus - Hz = 31 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 22-NOV-05 -------Top Chords ---------- A -B 0.25 20 C 0.00 0.25 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.25 `2x 4 SP-#2 A -C 0.38 30 T 0.00 0.38 BC 0.38 2x 4 SP-#2 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 -C 0.18 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 296 89 4- 0 1- 0 Design checked for LL on BC Hz = 47 per BOCA (section 1606.2.3) B 149 54 1- 8 1- 0 and IBC/IRC-2003. C 232 0 1- 8 1- 0 Design checked for 10 psf non - Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 11/22/2005 3:47:50 PM Page 1 concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as,a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 20 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-Hl Left OH Right OH Engineering SB33SHRT CJ3P 4 ENDJO 30000 3 1- 2- 0 0 ENGLE HOMES/SB33SHRT/3786**W/STPLTSHGRS,JLW 1-0-14 HO 3-14 TC.' 1-2-0 Ho 1-0-14 I\ W'Ma R:I 186 j U: !31 I i w:400 w:109 R: 257 R: 219 U: 72 U: 1 BC, 3-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Hz = 18 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 22-NOV-05----------Top Chords ---------- A -B 0.14 11 C 0.00 0.14 CSI -Size- ----Lumber------------Bottom Chords --------- TC 0.14 2x 4 SP-#2 A -C 0.17 17 T 0.00 0.17 BC 0.17 .2x 4 SP-#2 Brace truss -as follows: O.C. From To TC Cont. 0- 0- 0 3- 0- 0 BC Cont. 0- 0- 0 3- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Cases) LL Defl -0.01" in A -C L/999 TL Defl -0.01" in A -C L/999 Shear // Grain in A -C 0.18 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Gar Gross Area it Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 it React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 258 72 4- 0 1- 0 Design checked for LL on BC Hz = 27 per BOCA (section 1606.2.3) B 87 31 1- 8 1- 0 and IBC/IRC-2003. C 220 2 1- 8 1- 0 Design checked for 10 psf non - Robbins Engineering, Inc./Online PlusTM a 1996-2005 Version 18.0.014 Engineering - Portrait 111222005 3:47:50 PM Page 1 Scale: 0.761" = 1' concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: ' 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 11 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SB33SHRT Mark CJIP Quan Type 4 ENDJO Spa 10015 P1-H1 3 Left OH Right OH 1- 2- 0 0 Engineering ENGLE HOMES/SB33SHRT/3786**W/STPLTSHGRS,JLW so 3-14 Ho 7-2 TC ---1-2_0 ..-- - - ' -- 1-0-15-- -- 3; 2x4 A 7-2 N.A W:1Q9 R:. V44 141 U:; i 'W:400 I i W:109 R: 203 R: 170 U: 55 U: 7 BC; 1-0-15 �_..... - 1-0-15 ALL PLATES ARE LOCK20 Scale: 1.051" = 1' Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- Online Plus -- Version 18.0.014--------Bottom Chords--------- :RUNDATE: 22-NOV-05 LL Defl 0.00" in A -C L/999 CSI -Size- ----Lumber---- TL Defl 0.00" in A -C L/999 TC 0.00 2x 4 SP-#2 Shear // Grain in A -A 0.00 BC. 0.00 2x 4 SP-#2 DL Defl 0.00" at L/999 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 0-15 BC Cont. 0- 0- 0 1- 0-15 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 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: Plus 5 Wind Load Case(s) Trusses Manufactured by: Plus 1 UBC LL Load Case(s) East Coast Lumber Analysis Conforms To: Checked for NonConcurrent 200 FBC2004 Lbs Moving Point Load applied OH Loading at Panel Points and Mid -panel Soffit psf 2.0 on BC Excessive Left OH condition. Max allowable length is it React Uplft Size Req'd 0- 1- 0. Support end or Lbs Lbs In-Sx In-Sx provide level return. A 203 56 3- 8 1- 0 Design checked for LL on BC B 145 41G 1- 8 1- 0 per BOCA (section 1606.2.3) C 171 8 1- 8 1- 0 and IBC/IRC-2003. G = Gravity Uplift Design checked for 10 psf non - Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering -Portrait 11/22/2005 3:47:51 PM Pagel concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 41 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & 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 & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW '� Oalidge,_ PRO 30 -P�5 _ X Jay TE d r a St�phistic "' d Qesign & �, Dimensional Performance � � •�� � � r x �� � � Tle nnited:colurL•letuls Intl �ubtlex � q °0 /� •�'r�4 ! q Y f6 UST. Yv r a=e� sliadou4 featured in (jakridg�e PRO 30.1tiR ]: ��k • 5h►il�les°ailci clel,tli anel ciiniension �� �t to}oul loIllc `� �� a Tlti o asphalt Sh,r�lf's lc rrh z;tou?ll Fibe►,Ias g mat f ` Core. are tinnriccl to`ethc► �iuci coterect in colorful � r 'n eltlrahle �iu.fac e �IalllllPS . nr �w Sa ar 9d `-tle •: a $ ®(l 1611c1 e®PP.O _. 1P. �h n�les caq a separate �A a. IliAl lE PesiSt uue LIIIPl�At lllatltc • 30'ea► linutal G Maiit�' "�� a� ®,D►uable��ceatlie►�illg �iacle aspl�al�t,composttton" �� ' ® 0 l'Pu �4 nd Resistance Luluted �Carranty .helps ,;s:r � • en�ulepel%tutance ,, � �"° ,� „�� 9 $ � ��.:; k� o e . •";Cl�, A ULFueP.1nt1g thell.du-`I4S r _ - _,'a ® Enhanced ucarranty prorectlolan 'extenclecl pe►iocl of non=p►o►atecl�;f� ®` v �$' ' Tru PROtecttolr.' coiera,e of to 4earS b • • i �"` : ° «►th o}�tional Sasteul adt vita�e� HIMG sell O�cens Co►nul� alclutectural,Senes products are ,� ,mv ,�� ,� designed and-ennuee►ed to'°help you create a distineti�e, �° one ;of a hold i;Mle to► vourhomes extenor " qVi Pafi roduct Specations Nominal'size ,!Exposure 1 , !; a 'Shingle;iper. square �,?66 es per square!',3 As, °, as 4 � Coverage per square � ,� „99.9 sqk- t. Tested for_ Excellence r � a � r' All Oweris�Cornmg shingles are heavily.tested to elector R ' ', °Z , exceed appl_icable;standcrds measu�ingeFi�encove_r`pge u N. r and wind resistances a° c •� = u a Appticabte Standards & Codes ' W� ,; A57 D,3462 ASTM'E l O8, Class A UL 790 Class Aar, } ASTM D 3T61 �;; UL 497� m° ; r ASTM,D 3018 Type T' Fionda Building t'�,8r� ^�a,�d•,° x4. 4' } r ��■���+:. a P1aRt'" Servic:v, lacksanvdfe, FCq 6 At/ante, GA & ° u. 'See actual wcrrenty ror, ce to << ',ndahons nd egm2ments a IL 4 a: .t 9 64 .ci y°Bryn. 'I4 3 tk E f, °� 03/20/02 ITE 15:51 YAA 4U730U13oZ rVJMI- nOJ J.V --I- ===±MtMVP PANVEST GROUP N. T 11411 BRdN s i d g No. 9, Rd.10, Industrial Pack, Taichung City, Taiwan Tot: 885-4-359.3508 Fax- IIN--3559-3447 LE! CHU ENTERPR[SE CO., LTD. EmmL- tet nahine-mt. February. 3, 1999 SUBJECT: 1" to 3"x .120" Smooth or Ring Shank Electro-Galvanized Nail Wire Diameter..120 +/- .001" Length:.875" min., 3.016" max. Head Diameter:.275" min., 375" max. Thread Diameter. (ring shank) .132" min., .135" max. Ring/Inch: (ring shank) 25 min. to 29 max. ' Galvanization: Electra Galy. w/ 6-8 microns chromate The above mentioned nails made for Interchange Brand meet ASTM641-92 and are Class 1 galvanized. �L ee�e�e rjo-ee- r-K uWtNS CORNING 2-A 419 248 7354 TO 913213481001 P.06/34 File -R2953 r Page'T1-i •of Issued: 6/15/200i TEST RECORD No. 1 WIND RESISTANCE TEST: METHOD The tests were conducted at 1 in. in six incline in accordance with the equipment and procedures as described in Protocol PA 107. Throughout the test, observations were made to note the condition of the shingles. The test panels were constructed of nominal 3/4 in. thick plywood decking material and measured 5o in. wide by 66 in. long. Nominal 2 by 4 in. dimensional lumber provided the support and rigidity required for handling. The plywood was secured to the support lumber with 8d nails. One layer of Underwriters Laboratories Classified Type 30 asphalt saturated felt (ASTM D226,.Type II) underlayment was applied to the deck, utilizing a 2 in. overlap and cap nails spaced 12 in. OC. The, shingles were applied by using. four standard 1-1/.2 in. galvanized roofing nails per shingle by Unde"rw iters Laboratories personnel parallel to the short.dimensioa of the test panels while at -room temperature (80 t*15°r) and in a manner recommended by the manufacturer. The panels were maintained at ,an incline of one vertical^ inch for each six horizontal inches during application of the shingles. No adhesive other than the factory -applied adhesive was used to fasten down the tabs and no pressure was applied to the shingle tabs either during or after application. The panels were placed into a conditioning cell while maintaining the one in six incline at a temperature within the range of 135°P to 140°F for a continuous period of 16 h. After conditioning the panels were allowed to cool to zoom temperature again while maintaining a one'in six incline. Two tests were conducted, unless the first tea - results. t yielded unsuccessful R¢SULTS At no time during the 2 h period of exposure did any test panel experience 1) the adhesive of the self-sealing shingle fail to restrain any full shingle from lifting nor 2) any free portion of a shingle lift so as to stand upright or bend back on itself. Report by: Z4 - / Martin K Rowan Sr. Project Engineer MR/DM:lib DMS Reviewed by: Douglas C Miller Engineering Group Leader Ltl X. 1 Accepted for use as an underlayment felt to be applied over the deck prior to the installation of TAMKO as shingles. Underwriters Laboratories Built -Up Type 15 Label AST-M D 2261 Type' Roil Dimensions Coverage per roll Laying Lines 'All values stated as nominal 1 z#4' X 36' 4 Squares 20, 8-1/2', 11-1/4', 1 T CAU11ON:.The National Institute for Occupational Safety and Health (NIOSH) has concluded that fumes of heated asphalt are a potential occupational carcinogen. Do not heat or bum this product. MAN KU Visit our Web Site at www.tamko.com ov"i I Central District 220 West 4111 St., Joplin, MO 64801 800-641-4691 ROOFING PRODUCTS Northeast District 45M Tamko Dr., Frederick, MD 21701 800,W-2055 Southeast District 230035thSt, Tuscaloosa, AL 35401 8oa-228-2656 TAL*Q'is a registered tradernark of TAMKD PioakV Products. kr— Southwest .District 7910 S. Central Exp., 'Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 8=6 800-530-8868 WATER-RESISTANT LINDERLAYMENTS Water resistant.underlayment is a product that;conts of organic felt impreinitted with aspbah sah=L Some water-resistant undedayments, such as CettainTeed's:Roofers' Select,; also contain`a.fiber.glass rein forcementwhich in ceases tear strength and reduces wrinlding Water-resistantunderlayment.was originally invented to keep .the . . roof decking dry until shingles could be applied Applying this under- layment was anginallp called "drying in. the root" It was also, useful as'a separation sheet between the roof sheathing boards. (before OSB and Plywood sh1.eets were used as roof 'acting) and the asphalt..shin- gles This was important because resrII'poclrets.in the:pme planks. caused the asphakto,degrade Prematurely unless the undedayment separated.the resin and asphalt'from each *that. Water resistant undedayment is made. to shed most .of the .water that falls on it unlessAtis to or punctured._ Its ability to be water r resistant>s tenrporaty As the sun degrades the exposed asphalt the atenals begin to dry, absorb: more moisture, lose its. strength and `, eventually begin to teat The.less asphalt wised to. satiirate the nnder- layment sheet`during mann&auimg, the shorter its:life Since asphalt. 4 is the most ezpetistve:co»iponen[ of shingle undei3ayment, lower r Pn materials will have less asphah and a shorter life when exposed to the sun Lower priced shingle undecjayment, for the same reason, is also-subiect to`sevex�e,tvrinldingwhen it'gets wet or even just damp. ilnderlaycnit is:used under asphalt shingles fora variety of . _ `reasons; such az_;providitig: Backup for water shedding protection of the deck if shingles fait . from wind drrvea ram :lower the slope; the more important undedapment is, state water.flows more easily under shingles on low slopes:= !Y. - . ♦ A protective bamer.to the elements between.the time.the old shingles liave been toni:'off:ind prior to the new -shingle being . apphed .Howevery :the under the should not be relied on as a temporary rooEsysteui:: �p�1ly,whea the drip edge flashing is not yet in pace .It' is unlikely to: prevent leaking in the event of ..... heavywind and.rain + An agent to hide minor imperfections of. the decking material and reduce "picture hauling'` of deck panels- .Fire ratings (Class A or O when.used in conjunction with shingles. 46 .. Chanter 5 INSTALLATION GUIDELINE'S FOR WATER-RESISTANT UNDERLAYMENTS The following is a general guide for the installation of water-resistant shingle underlayment.. These guidelines can be used regardless of the . weight of the underlayment. However, always be sure to consider the local codes. OVERNIGHT EXPOSURE If underlayment has been exposed overnight, moisture from dew should be allowed to completely dry before shingling over. If this does not happen, .the moisture will become trapped beneath the shingles. Wrinkling can telegraph through -.the shingle and make a . good shingle job look terrible. The worse,partis that the job can _ look good whey you leave in- the evening but the wrinkles can reappear the next morning when the homeowner will notice them While we've discussed underlayment being exposed overnight, it is. highly recommended that the roofing contractor only tear off what he can shingle over that same day. This prevents the most common underlayment installation problems. FASTENER .TYPE CertainTeed recommends using nails rather. than -staples. Nails provide more resistance against underlayment tear,out: It is.very important,•: whether hand nailing or using a pneumatic. gun, that the fasteners be driven flush. INSTALLATION METHOD. - Whim applying underlayment the key is to keep the product as wrinkle free as possible. I. Unroll the underlayment parallel with the eaves. The eaves edge of the underlayment should go OVER the drip edge. eaves flashing, but go UNDER the drip edge flashing.along.the rake. . Figure 5-1: Applying Wziter-Resistant vnderlayment Along 77)e EamAnd Rake The type of decking material used may influence the bolding power of the fasteners. Your experience may Here Are indicate that more fasteners are necessary in some situations. Some Taps... For steep roof pitches above 7.12 consider adding a third row of fasteners, making each row 9" apart instead of 12" apart. Dennis Torback from Fulton, KS tells us: 1 always use Plasti Top nails on felt, .it resists tearing underfoot and has held up during an unexpected storm with high winds. " 2. Around the perimeter of the underlayment, place the nails approximately 6 inches apart and about 1 inch in from the edge. In the main area of the underlaymen4 two rows of nails are used. The first is placed 12' up from the bottom edge and the second is 24" from that same edge (or in fact 12" from the upper edge). This nicely separates the 36" wide underlayment sheet into thirds. Nail along these two rows 12-15" apart. Nail placement should be alternated so that one row places the nail opposite the open area of the first, creating a sort of zigzag pattern. This will result in a simple pattern withall nails being approximately 12-15" apart. (See tips above.) WARNING When installing underlayment where hot vent stacks protrude (from wood burning stoves etc.), it is important to. allow a minimum 2" clearance. Check fire codes. HIGH WIND / OVERNIGHT RECOMMENDATIONS: If planning to leave water-resistant underlayment exposed overnight, or for a longer period of time, or if high winds are expected, any of the following suggestions or a combination of them can be used for additional protection • Use cap nails or tin caps. • Decrease the nailing spacing recommended above, using additional fasteners. • Nail 2x4 stringers across lap areas. DEALING WITH WRINKLES AND BUCKLES Organic felts expand when wet: They can wrinkle after being applied to a wet deck or if moisture is absorbed from dew, rain, or snow. If shingles are applied over an uneven underlayment surface, some of the wrinkles may "telegraph" (show) through on the finished roof. Of course, wrinkles and buckles can also result from incorrect �o installation. If these problems appear, several approaches are available to eliminate them. Fust, the underlayment can be replaced. Second; Figure3-2' Standard Nailing Pattern For Water Resistant Underlayment the wrinkles can be cut and repaired with patches and asphalt plastic 3. Succeeding courses should be unrolled in a similar manner over- cement- Third, wet and wrinkled underlayment can be allowed to dry out naturally from exposure to the sun. As the underlayment dries, _. lapping the.previous course by-2".-Be-careful-to-roll4t-out-straight----the-wrinides-oftendown'" an sap as the underlayment will tend to slide down the pitch of the roof and end up crooked. The spacing of nails in this overlap area The best solution for wrinkled underlayment is prevention. should be approximately 6" apart, centered in the 2' area. Applying high quality, well-saftirated felt, such as Roofers' Select, will eliminate many wrinkling type problems. Ask your supplier for (See tips below) the highest quality he can obtain. Do not assume the underlayment he 4. If the length of the roll is not sufficient to complete the entire run, stocks is the best available: Be willing to pay more for a superior an end lap of 6" is required. We recommend two rows of nails product. The cost of high quality underlayment adds very little to the 6" apart to hold the lapped edges in place. End laps should be cost of a job and can often be offset by the savings from reduced located 6-8' from any other end lap that may be in the preceding rework and repair. 'Installers who insist on the lowest prices for underlayment course. underlayment are the cause of the low quality underlayment generally found in supplier warehouses. Here Are Roll out only 10' of underlayment at one time, stretch it, check alignment and nail intoplace before moving on. Some contractors prefer to do the deck in stages applying 2 3 courses of underlayment then immediately applying Some Tips... the sbingles to that area. Using this method they can sometimes reduce the number of fasteners used but they must work carefully to be sure the underlayment remains flat. Michael Saunders from Bath, NY suggests, "When doing a tear -off the drip edge can be reused to hold the edges of your newly installed felt overnight." V l:hahtar; .4-7 05/03/L002 09:45 05/.12/2002 14:49 3213481001 14078948412 COLLIS ROOFING INC PAGE 02 KAYCAN ORLANDO PAGE 04 r4CAN TABLE 107.e.9.2 MINIMUM WElt31{T MATERIAL, THICKNESS (in.) GAGE (1b) Pu 1 uminum 0.02d taiwess Steel 28 alvanized Stye) 0.0179 26 (zinc coated G90) Zinc A11oY 0.027 Lctd ?tinted Tone 70 1S07.3.9.3 Driedge. Drip edge shall be providzd at eaves and gab es of Shingle Toofs, and overlapped a minimum of 2 inches (51 mm)_ Eave drip edgcs shall extend 1/4 inch (6.4 mm) below sheathing and extend back on the roof a minimum of 2 inches (51 nm), Drip cdRe shall be mechanicaliv fastened a maximum of 12 inches (305 ri;71 on cet ter. BCIS Home , Log In Page 1 of 6 sAl M�A 40 '- 4M Hot Topics Submit Surcharge Stats & Facts Publications ! FBC Staff B FFIE Product Approval USER: Pubic User Product Approval Menu > Product or Application Search > Application List > Application Detail Nt 3y, FL # Application Type Code Version Application Status LIQc trl Comments �'o o . • P Archived e�.� . _• Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative ' - Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL4668-R1 Revision 2004 Approved Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Referenced Standard and Year (of Standard) Standard ASTM E1300 http.,//floridabuilding.Org/pr/pr app_dd.aspY?param ,,GEVXQwtDQtAcGSvedS%2bbv u._. 3/28/2 Q 006 ASTM E1300 TAS 202 Equivalence of Product Standards Certified By Sections from the -Code Section 2612 HVHZ PI Product Approval Method Method 1 Option A Date Submitted 09/14/2005 Date Validated 10/16/2005 Date Pending FBC Approval 10/01/2005 Date Approved 10/19/2005 a clipf IWIL-) MAU 14 1.02 MAU 14Z.02 MAU 143-02 Cinlij. - Evvin, (I/Ul Mix. Qvirill 111tv tim) 36 X ou 72 X ou 1.16111 ROMIR11 14"N. LiBI Ski 11m) 30 X ou 6 _X6 0 35 x 60 of T;Plln.1 la 19 19 4up IpIll 52.0 ---iz _U 52.0 .0p tpill, 5Z.0 _5Z. 9 52.0 Ir"Pid A00i'd 11 11 N nil. NO ntpalls, GILA-8[15*2 C I LA-605YI,Z CILA-605YI-2 Au'y Ut (MACI-YIL-MAJ 0001/004 1.02 UUQZ/904 1-02 0903190051004 1-02 1010 Iml -YR-MA, 0001-02 0002_02 0003.02 TAAg4-.i62 Ru . I I -us- BU 51. I 36'K ou 36 X 89 16 IG 5Z.0 52.0 Sz,u 52.0 11 11 GILA-UU5YI 2 00041UUU11OU4 I -UZ 0004.02 -7- --144 SIL 36 X io- 1-0 52.0 _5Z_0 II MA0Id5_0_2 O_XXU X -80 -T- '2 35 .80 a 52.0 52.0 11 C I LA- 8 05YI-2 009510000941 UZ UUU5.uz MAU I UG_02 IJAQ 14 1 - Q2 _X yy BE 36 X so 19 52.0 52.0 11 ,96 30,95 IG -10.0 40.11 11 CILA-BU5W UOU110011.1,12 0091 UZ Z 96 12 go 7 _2 1 '35 i 96 19 4U.0 40.0 11 C I L A- 6 0 5Y1 000VU01 1.02 OD(jz.u2 .36 196 lu 40.0 40.0 11 C ILA B05Y1 0003100061U041.92 OUU3102 "35 X 95 _FG_ 40.0 40.0 11 51. IAAQ . 14S-UZ UXU 0 lull x go 1 -36 X IiT IG 40.0 419 11 CILA,005V? 000410001I0041412 0004-U2 MAU ISO Uj --6-xxu -Ti 4 x ­ga SIL 35.x 96 15 X 96 la IG 40.0 40.0 _40.0 40.0 11 11 CILA-BUSY1 00051000710041 02 0005 02 Al I _0 1-92 _!IAII12.02 14A0163 02 X -- XX xu-lux o 0 0 --To , 8 -D 72 _X8 0 - 12 x BU SL - 1 1. 2 I 36 X 96 35 X OU --ii; X -BU 36 X ou 15 la IG IG 40.0 55.11 55.0 5510 49'0 55.0 55.0 55.0 11 11 U if CILA-BU5W-2 G ILA_oU5w_2 9 ILA-005*2 OU I IN041-U2 001V0U4 1-02 00131001610041 -02 0001-02 UOUNZ uOul-Oz • - -TX-u -0 -TUB -OU SL 36 X so IG 55X 55.9 it LIAO 154-02 " 1 36 X BO IG 55.11 55.0 11 C ILA OU5W- - 2 -_ 00141110111OU'll.92 0004 UZ I1AUII35-U2 OXXU 9 144 x 09 SL 1, 2 35 A BU 36 X UO IG 19 55.0 55.0 5510 55.0 11 H CILA-BUTN-2 UU151UU IH/UU4 I-uz UUU5.02 _X -5 - SL 36 X ou IG Ss'U 55.0 if MAU 16 6-ij MAU 16 FE MAU 16 11. UZ _Xx Tulux 7 -0 0 35.,96 2 , 98 72 X 90 1 -1, 2 1 36 X 95 36 x76- - J6 X 95 10 la IG 41.0 41.9 4 I"D 47.0 47.0 47.0 If if if CILA-005W CILA-005YI C I LA- 09 5W 091110041-92 00 121OU41 -UZ 901 310015/UU4 1-02 LIM 1.02 002.92 0003_02 - I MAU 16 9 02 1 UX0 No X 96 5 L 1 - 30 A 95 56 X _96 - 15 - 19 41.0 41.0 47'0 47.0 if if U I LA -8135Y/ UO I irmuo I (lug 4 1.02 -Uuui-uz MAU I 10- U2 _QXXQ u 144 x 96 5 L I, Z_30X 36 x 96 96 19 IG 41.0 dJ.O 47.0 47.0 if 11 C I LA - D05YI 00 15100 10100 4 1 - LI 2 67665 ­U? 'U'UPaqui' 19'11)SU1211119 RIM Yollh minimum 118" Impaid glarinu ' 'leafed In vuculdallcu Y11111 M1119,0401 Plulaculs PAZOI, PAz02 anj PA2.03 gill F; V, fj . ...... . . ......... ... ................ rn Ln 0 1 (W(I/0) cloxxo a011g, Swing Mae.Oruall Site (Ina.( Will Ileminal Mar, Leal 51ta (Im,l 01.1 TYPO' a0P . (pall OP (Pall Impact Aypr'd Rel, teal Rapods' Ass'y 0elall (MAO•WL•MAJ Will Oelall (MIO•WWAAI MAG1XX MA01OIOX X I 36 x 80 I 72 X 80 I 72 X 80 I 1, 2 1 36 x 80 36 x 80 36 x 80 0 0 0 79:0 55,0 16b 55.0 N N NCT1210 1913 13 CTU 772W-2 CTU 712W2 0001.02 0002.02 0003/000610041.02 0001.02 0002.02 0003.02 5L 14 x 80 IG 55.0 55.0 tl MA01XD ( 105 x BO . ( 30•x 80 0 55'.0 55.0 t! CTLA-772W-2 00041000710041•02 0004.02 SL T4 x 80 IC 55,0 55.0 N SL 36 xBO 10 55.0 55.0 N MA01XXO ( 105 x 80 I,2 38 x 80 0 55.0 55.0 N CTU•772W-2 00051000810041.02 0005.02 5L 36 x BO IG 55.0 65.0 NA01X I 38 x 96 1 30 x 98 0 10.0 70.0 14 CTU•772Y/ 0001.02 0001.07 MA01X 1AA0110X I 72 x 96 I 50x94 I,2 1 30 x 98 30x96 0 0 55.0 55.0 55.0 55.0 11 N CTLA•772Y1• 1 CILA•712Y1•I 0002.02 00031000610041.02 0002.02 OG03-02 MAO109.02 OX0 I 64 x 96 SL I 14 X 98 36 x 98 IG 0 55.0 55.0 55.0 550 N N CTLA•772W1 0004A00770041.02 0004.02 SL 14.x 96 IC 55.0 55.0 -,'N MAO I IO.02 OXXO MA0121.02 X MAOI22 Oi XX I 105 x 96 0 36 x 80 0 12 x 80 1.2 1 1,2 30 x 96 36 x 80 30 x 80 0 0 0 55.0 76.0 55.0 55.0 76.0 55.0 if N N' CI U•772W 1 NCTL 2I0.1973 1.3 CTLA•772Y1.2 000510014.02 0011.02 0012-02 0005.02 0001.02 0002.02 MA0123.02 XOIOX 0' 72 x 80 1 38 x 60 0 55.0 55.0 N CTU•772W2 0013100IWO14.02 0003.02 MMAO124.02 OXO 0 108 x 80 SL 1 14 x 60 36 A 80 IG 0 55.0 55.0 55.0 55.0 N N CTLA•772W2 0014/0017100,11.02 0004.07 SL 14 x b0 IG 55.0 55.0 N MA0125 02 OKXO 0 144 x 80 1, 2 --Tox 80 0 55.0 55.0 N CiIA 772Y12 0015/0010/0041.02 0005.02 MA0120.02 X MA0127.02 XX MA0128.02 XO/OX '0 38 x 96 0 72 x 95 0 12 x 96 SL 1 112 1 30,x 80 36 x 98 36 x88 36 x 96 IG 0 0 0 55.0 70.0 55,0 55.0 55.0 70.0 55.0 55.0 14 N N N CTLA•712W CTLA•772W 1 CTLA•712W 1 0011.02 0012.02 0013/0916/0041.02 OD01.02 0002.02 0003.02 MAN29.02 OXO 0 . 108 x 90 5L 1 36 x 96• 30 x 06 IG 0 55,0 555 550 55.0 tl N CILA•772W1 0014100 171004 1-02 0004.02 MAO130.02 OXXO 0 141 x 96 5L 1.2 30 x 90 j6 x 96 IG Ej�� N N ' CTU•7721Y• 1 001510010Io0'11.02 000502 SL 36 x 96 !! ' 0.apaquo; 1104sulaling glass wllh minlmum 1/8' lempared glaaing ' Iss►ed In acc0idarscs W11h Mdro•Dads Piolocols PAZ01, PA202 pnd PA203 �es�pata Review Certificate Certificate _026447C 17 �maz �^vi1.�5;•� .`i e,+-.1LV �.a..C. a�,�l�v'v4 �L J.L �1.�-"=1 '.•i -._. d aocumeu=a- on . ,1'C' cv NI=seLte;? _v-e::or Tor .�: Door --ocuL;.s on below ZO _DDiODiaie c- Li�sl� !Oac gill: s ec:ned ry -'YL : -Dade Coum7.;. Flolida ?rowcoi ?=?0 ?. r,r.i-p n Wa5h., i0- :i'J�uL.a::1!1:y' -d: tee: a Ianu_i io vi c -eGOr D oucr Lli_ r OG'LC: !inand MOLLe..` _LiiCctcQ DelOw. '-j = � - 11 /_ _ _ SeMLO.:,,,.rti.les ghat she :es!-!-01'.s �roviQeC -COL i..... w_ i �TasG%Ite C-a-. ±csze 0" �� a ' Sheets I COP - �e Gar manual .+. _ -a she., -�ed he: eL. The at -.ached Vlzsonitr"-re:ndcr =-1iOue-'i d b 'v hLL:Der e y orOduCt -.,model,, t7rovides CoL_ elation: -`e or e2cn L roduct model reviewed mdica~ n a tze Est lac, - -�rod��c. s:ce and � - �per:;� != _..sraliaron r-LLi-Or Marion and ratinzs for desk' load =nd a-�LcaDiii7; or ;--,-ac: �sz. ?.: C - ---_ t. ! a PLICaDle OP s amd �fii ices -must Dear r:e YVR' 1Gc SZa L171, Ente4r ♦ ELLtL •• Doors v-ocuc.:�Ioce?s: Wooa-E'dae Steel Door ( Tatri=30? 644 i C-1)0 j Metal -Edge Steel Door (Ylatrid „'310_644 C-002) Fiberglass Door ("da=L1 `01 6I _-Je.7I/LO ,2X 710 moire- it7:OwiedZe O,' ZJze :Z:= OonduCeC .end ria_� made w LriemD' x ✓er:-1 Gil= o = n� ,iew coed l-:e:, way onivZO he -aim: -_fir"^e7t% ir. ine �iJ �'S _re CDrreo: r r;°c'rliQ»Oils 0":he :laic Su*'Di:e-- rcm. :lie TiCS4% Was 707 ."w`` .-mrai?er_=ormancz re"*1 � ORN aT. uu: i40I iriC:Ilai2 � ;v `air miirrauoa or waxer eerie:,:Znon M= ra^,ulr. iSsT.'HD: 6-.=-0= --------------- J=, : illzeson. _ .oteC..Yi�:..a�=: APR-16-2003 WED 03:49 PM TRIM PAK FAX NO, + P. 02/12 Apr.16. 2003' 3:23PM PF;PMDOP, DICKSON 615 446 7229 Nu,1916 P. '11H �v�i Masonite International Corporation \�,� (.Jce/ TECHNICAL ADVI S O R Y To: PD White Date: April 16, 2003 Cars^of Oviedo, noiida (4071977-027; 40719?7-6025 hx) From: Kenneth R Imhoff CC-. D. sund (407W7.6:34 fix) Sr. PtojeetMansger — Exterior DoorPtvdu= A Barry (9131992.0914 fax) kimboff@nwmim.com 615/441-4255.oMcc S13/335-4171 mobile 615/446.77.29 fax Subject: Air & Water Performance Results on Exterior Door Units Submitted for Permitting by Engle homes. Reference, Product Approval Sheet's COP-WL-MA0101-02; COP-W7.�-MA0121-02 Indepantltiy Validatcd under the Warnock.Hersey (WH) Mark. It is our belief that the exterior door units defnod under the aforementioned certificate of _ �Terformance (COP) sheets _comply Nvith the requirements of the 2001 >Florida Building :Code.(F)9C);,Chapter .1? :(Structural.Tests.&,Inspectiom). This .unit was been tested in accordance -with Miami Dade Building Code Compliance Office (BCCO) protocol PA202 performance guidelines. :PA202 procedures include water penetration in .accordance: Aitl ASTM E331 -Standard 'Test:Method far Water Penetration of;l;Zter or Windows, Skylights, Doors, tand Curtain Walls by Uniform Static Air Pressure D fference. :infiltration in accordance Kith AST1Vl E283 - Sta>ndard Test Method for :Determining 'lhe 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 penetrations at .8.25 pounds per square foot (psf for door units designed to swing out. Door units designed to swing.in achieved no water penetration at 2.86 psf. The test report also confirms that this unit achieved an air infiltration rate of 0.03 cubic feet per minute per square foot of crack (cfm/R2) for door units designed to swing out. Door units designed to swing in achieved an air infiltration rate of 0.18 cfrn/ft'. Thant: you in advance for your further review of this information & let me know if you require additional information to resolve this subject. Respec 1y Submirted, $04AA XM40LPAMZ..Im�toff Masonite/Prottidor E:lerior Door Produetr - One Promdor Drive • Dickson, Tennesset 37055 AtTek, Caetlegate. Celco, Colorado, Decor, DotFab, Bntergy, EveTgreen Johnson, Monterey, Oai:oreft, FremyU, Roch=an Univcra4l, Royal Mahogany Productri, 5pen-Rite, S9ocialty/13aylite, steelwood APR-16-2003 WED 03:50 PM TRIM PAK FAX NO, 4 P. 03/12 Apr•16 2003 3,34PM PREMDO"r; DICKSON ol5 446 7229 No,7919 P• 2/11 Prcmdor Entry Systems -3- NC L-230-•1973-1,2,3 (S)(F) STRUCTURAL TEST RESULTS =CIMMN NO 1S (Outswint) PAR ACwRAPH NO, TITLE OF TES?' MEASURED A=WED 5.217 Air Infiltration 1.57 psf (25 mph) 0.02 CFMT11 0.20 CFM/FT2 5 2.3 Uniform Static Air Procedure Design Loads (30 second durations) 76.0 psf exterior Meets as stated 76.0 psf interior ' Meats as stated 52.6 Water Resistwee (5.0 GPH/F'I�) WTP - 8.25 psf No Entry No Envy 5.2.3 Uniform Static Air Procedure Full Loads 114.0 psf exterior 0.04I" 0.144" 114,0 psf interior 0.124" 0.144" STitt]C?UR,� TF-ST UMIn SPEOMEN NO.2'; (OutswinR) PARI►G9Ar1`i NO, TITLE OF TEST ME� A UUBED ALLOWED 5.2.7 Air Mirradon 1 '57_,psf (25 mpb) 0.03 CF?vl/FTI OZO CFKTJh 52.3 Uniform Static Air Procedure Design Loads (30 second durations) 760 psf exterior Meets as stated 76`_O;psf interior Meets as stated 5.2:6 Watai':�Resistance (5.0 GPKTr) %ITP - 8.25 psf No Entry No Entry 5..3 Uniform Static Air Procedure Full Loads 114.0 psf exterior 0.051" 0.144" 114.0 psi` interior 0.147" 0.144" M-1;CTURAL TEST RESLn TS SPECIMEN NO 3S (in -;win ) PARA,FH NO,, TITLE OF TEST ME.ASUf M ALLOWED 5.2.7 Air ltzflitration 1.37 psf (25 mph) 0.18 CFM/F l' 0.20 CFM/Fi' 5.2.3 Uniform Static Air Proc-duce Design Loads (30 second durations) 76.0 psf exterlor Meets as stated 76.0 psf interior Meets as stated 5.2.6 Water Resiarsaw C5,0 GPH/FV) W'? = 2,96 psf No Entry No Entry 5.2.3 Uniform Static Air Procedure Fult Loads 114.0 psf exterior O.143" 0.1..44" 114.0 psf interior 0.039" 0.144" rmu-co—cuuc tnu uo,00 rrt thin rrmn rMA NU. 4Uttsn1t3e64 r, Ui'/Ud Profr•Vslonai Enpimearin;; Servioes for Developers jbnd Builders of Resldential (-lousing P,O. gar 69SA i Itu—tvilie, Fr_, 32793 ' Phone (407) 289Z46 ` Fax �'407) 2Rv-564 K- iksf.( Corporation 516 Dlel Son ilia Ana Strut 11.0. Fix 4250 `�Iat,y;i�l, Lali(Or;ia 92R03�2S0 �=-SC1�IF'"r•Y(1�; t"iF TTIis :' Modcl Dcsig,t:ion: Kmikset Series and Titan Series (Oylindrical I-o:h) h4atiroum C}�frzll Size: 2-1;$" Fri Fore �itn rc I" Cross 13ero•i 2.5/8" or 2-314" Eaciset ) Gwicr:tl deYcr•ipiion: CS'lindric:.l bored t_,Tx loci: Ic;lcd crx incti.aii Test L-,Jhs of South Florida, 't'Pst P,P_+ori ; �.>�, U? 1�.0;-�6. 0212.04-96 signed and sca3:£d by �7dillian; k 1.4ohner, l'.F— =`rt TM14pd Desh mLosd -i �-,rrw1F ::nth (i�.S'I Iv1 r'•E 12 r Pr►-20?} passed passed �sile Inimv. r t�' -30t passed pasSe;3 (itttpacted as:imming unit) .l :zrtru�?13 :3at�E •ra&L c71 jz:�a �, i�� KivikseL Series positive 65:0 p. sf �E-5 0.psf • 1 at1r'uLi.03ij1a� icst_ 671 total cycles ` -Ruilcsef'Series neptive R6.0 psf 86.0 psf i:naiiing Tcst 671 tmal c;cks ' Titan Series Positive 86.0 psf 86.0 Pnr .. - .. ..... ,-... i 67 j 'tal.l� 1.1i.1F.5 Titan cs nat•aiive 86.0 „si nsf D• SIFJI Pfe;sure iCaltn : Y,%�ikset Serial - passage posi..tiz•e .65.0 pcf (t7tTr5VrJN1G) Enlry (requires Fast;aGg bolt) Ne&ative 65.0 ps: DeaI-Imit Fr ssuz,., Rai r,t,: Kw:s- Scrics • F-assa a Fositirc 65.0 osf UNTSWING) EnLTS• (�.q-aires Pasurtbolt) Negative 86.0 psf . Dradboh 1?.,ctgn I �csrarei:,atin,R: Titan Series - Passaic Positive 86 G psi (07UTS,%7RG/ Entry (requites bolt) NcgaUva 86.0 ps`, NSMNG) Deadbolc i-i=�?/, '`�• 1 A.:t D AivC:F101U G', See reverse side this paRc = Q ,•. 115r = f4o.40116 STATE G) F 1. f,F,f,ra:,�d far use in lcscrttio;>; adhering to the 5.B,C.C.I., S.r.t�.C., S.F.B.C. Bro-,VaTd Edition and «hcrc tl, u en-, re,quiTt;nts as ciete.rnunrd by ASC , 7 Ming and Other Stnictures does not z` Minimum Devi:it Lczdr for Buildin i 6� pr-.ssur-, ratinLs Iislrxi 2bo\'c. '.} � �•� 2. Tht: Gradc Rating of a 1.1. is not Nrtineai to su-actc:--d penonnance as relates to Harricanc / Wind Cods Compii 3, Mnv b,: a ncl on doors lc51rdio asign pteSsuras equal to or less than thor-- s'hoar above. «. Appkvion for building rzrdt shalt by accompanied by a cow of tlss approval. nuv—�V'cuuc 1nu uZ), cC 1-11 IM11.1 rrin rf-iA NU, 4U IOO MO 04 r, LIVU6 1NSTALLATION OP LOC A' SETS PER TESTING Acceptance W309400 PER T--Hl+RDwARE KWIKSET SERIES PROVIDED ,—THUMB TURN NO?c.• TO BULL DING INSPECTOR THESE KWIKSET AND TITAN SCHEMATICS ARE ZOR FIELD INSPECTION PURPOSES AND REFLE T TtSTcD CONFIGURATIONS. DE7AILEO INSTALLATION INSTRUCTIONS ARE PACKAGED WITH THE LOCK UNIT INDIVIDUALLY, r / S FRIES arr�, 1�v mciWARe THIJIME TJRN' TA&DiD z 1/ES MACHINE .� • �` '� SCREW KEYED _, WOOD 5iri1�' � 'ROOD %CRt* —1 DEAD BOLT w/ 3/e, of 2 3/4' BACKM£T J p' A'�' i r I r .cao s' ?ATCH DOLT W/ 31T or 2 3/4 BACnE7- p LA'I: KEYED WOOC SCREW �T 2 3/B' or 2 3/4' STRIKE ! f g4,^KSFf MECK&NISM TO oc PLATE I i/c HANDLE SET. L_R'ER =NCX ���� �� ,, or KNOB, tv&o WOOD SCREW —� f LATCHBOLT / l `ad 2 3/3' 3 or Z /4' STRIKE BACKSET a. PLATE PAR HANDLE SET MECHANISM TO BE t . HANDLE SET. LEVER cr KNOB. NOTE TO BUILDING INSPZCTC MECHANISMS WITHIN THE CLOL ARE OPTIONAL TO THE PFIMAF. MECHANISMS SHOWN. FOR EXAMPLE: A THUMB TURN DEAD, LOCK CAN SE SUBSTITUTED WITH A Kt'ZD MECHANISM WITHOI INVALIDATING THt SYSTEM. OX0 MEM1 I I ca r I a �� Glazed'Outswing'Unit ��a FIBERGLASS DOORS APPROVED ARRANGEMENT: unock.H~ Test Data Review Certificate 13026447A:I30264478; 13026447C.and COP/Test Report Validation Matrix 1112147A-11,112,.OD3:13025447B-001, 002. 003; 1 ..7C-0O1. 002, 003 provides additional Information ..available from the ITS/WH webshe www.etisemko.com . me Masonite website www.masonhe.eoml or the Masonile technical center. Note: Units of other sizes are covered by this report as long as the parcels used do not exceed TO" x 618". `' Single Door with 2 Sidelites Maximum unit size . 9'0" x 61" Design Pressure +55.0/-55.0 - Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and -impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see r MAD-WL-MA0017-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: m _ cn IXIM 00 00 00 100 Series 133.135 Series 136 Series an Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RIL. 23'R/L 24 Fi L 107 Series' 108 Series 304 Series Series' -Thus glass kit may also be used in the following door style: Eyebmw S-panel with scroll - - im Oakc aft 1tC .— e a i u r. a aactua•dr Irss FIBERGLASS ENTRY DOORS rew.7�mrN fi.akn c+iW O.en « nu►t✓vn��.dow • • jum 17. 2002 •mow.. o..uq o..rr Ow contkudrq program of product impro..m.rx mpkn w.eilinlion., d..tgn and product M a s o n i to I n t e r n a t i o n a l Corporation Wail wood to Wng. without noon. OXOOP-WL-MA0164-702. Glazed Outswing Unit ��� �✓` FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: i..l 404 Series 410 Series n � i 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 1, 0 3 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. T22 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31132" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE.WITH _ MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001. Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 4 ak aff AFC E� •o.t- r — s,l FrBEROLASS ENTRY DOORS N..J— .d A6-e nE.-pax, leis. 17, I= Ow commuing program of product knptovamant makas so-ci icationa, daagn and pro" datap supjad to em"ga'eh" noti- Wwa—cic Fir..y �7® Test Data Review Certificate /30264470. ... 03026447B;13025447C and COPlrest Report Valldatlon Matrbt /3026447A- 001, 002, 003; I3026447MI. 002, _ OM; 03026447C-Ml. 002. 003 provides edditlorol Infomutlpn available from the ITSWH website (www.ettsemkomm), the MasoNte website (wwwj=fgta.com) or the Masonite techniw aster. Ezcluahela Iram ara..lum Ouallr, Dwr. C/ Masonite International Corporation OXO 0 0 Unit OUTSWING UNIT WITH SINGLE DOOR & TWO SIDELITES (BOXED CONSTRUCTION) TYPICAL HINGE ATTACHMENT TYPICAL MULLION ATTACHMENT TYPICAL HEADER & SIDE JAMB ATTACHMENT C. r BUTT HINGE (12 GAUGEI RNGS.IOINTED I4N DRY WOOD DOOR PANG. SIDE JAMB FRAME HEADER It-IM•x EADE' O 4RM UT STOR /� XE]GMT MWIMUM) r/ I ((�� v V R"0ER-JOINTED "Its. ORY WOCD I71 rLONG x MLN DRY WOOD MULLION 1? dOWN FRAME HEADER (Z•1r1147T WIRE STAPES O © (t•1/ I&STOF sIm WITH I/r STOP MIGHTT HFTM Wx1AWY) _ HEIGHTT t4WDe1M) slow-91, ()/to.Yr Mr HEAD WOOD SCREWS TO BE ADDED DURING INSTALLATION MINIM M INST EALLATION DETAIL SIDE JAMBS ATTACHED BAC7T--MONG Must BE JotxEO uslNc rx f¢ LaNc 1111 1111ASTENFAS LOCAreo r FROM EACH END MAXDAUM ANO r O.C. MAXIMUM (STOP ma OR /tp x r RAT ' HEAD WOOD SdEWS LOCATEp r RiOM MAXIMUM(ON CENTERLINEMAXIMUM OEISSTOP). TYPICAL THRESHOLD & SIDE:JAMB ATTACHMENT RNGS-INTED L zILN DRY Wood SIDE JAMa ft•I!t•x 1.9Ar WITH Ix STOP HEIGHT MINIMUM) 7: (3) FOR TO' HEIGHT OR SMALLER : (4) FOR HEIGHTS GREATER THAN 7'0' FlNGER-JOINTED KILN DRY WOOD SIDE JAMB (I'114' X 4-9A 5 WITH I? STOP HEIGHT MINIMUM) B B nX 1.3F4- & HIGH PERFORMANCE - TYPICAL THRESHOLD & NI NG RAT HEAD WOOD SCREWS OR BUMPER THRESHOLD MULLION ATTACHMENT (3) r LONG X IT (4.yT6'X 7F8' STOP HEIGHT MINIMUM) CROWN WIRE NW PERFORMANCESTAPLES BUMP (4IERll• TFUiESN0.0 z rrc SrOP RNGER A HTED HEIGHT IILN CRY WOOD MINIWY) MULLION R-I? k u3/r WITH SECTION A -A TYPICAL SIDE JAMB & SIDELITE PANEL ATTACHMENT aA(CX DOW INc R EQ AL DR Wy RNGERJOINTED KILN DRY WOOD SIDE JAMB �nN trr STOP , _T/ I NEIGNT) SIDELrTE PANG (a)noxr —J LWOOD TRIM RAT HEAD Isna•xtrrMtRI woa0SCREWS. LOCATE S FROM ATTACHEDvwMI IS GAUGE PIN NAILS EACH CORNER AND x Y4' LONG. LOCATE t4. O.r r FROM EACH OUTSIDE NOTE USE AtO x 3• CORNER x 3-Yr O.C. FOR MULLION SIDE FOR HORIZONTAL TRIM ATTACHMENT 1 14. O.G FOR VERTICAL TTUM SECTION B-B TYPICAL THRESHOLD & SIDELITE PANEL ATTACHMENT SIDELITE PANEL NEWTMINIMUM) I - �® TT2�1 HIGH PERFORMANCE RATI BUMPER THRESHOLD Ten 021a Review Ce1tlflC2te 13026447k /30264478; I3026447C and COP/Ten Rroon V211dZbOr ! ;a,r 13D26447A-001, 002. 003: 13026447B-001, 002. 003: -13026447C-001. 002. 003 OroviOes itlOitipnal inlonnation - availableFOR Irom me ITSPWH we0sile (Wormensemko.com), the Masonite weosite (www.masonite.com) or the M230sute technical center. HEAD WOOD SEWS' (A.WlHEIGHT x wr STOP EACH CORNER LOCATE 7 FROM NOTE USE Ito x r RAT HEAD WOOD SCREWS HEADER ATTACHMENT fxtlxsl.elY lrlre,�w•%�j� June 17.2002 PR`^'^^�'�� A"' .•//IC' VC,�/L��r��/!/C/!/C/� .,. a..:.Y o..., Ow .oHxi "o M ad at 01.0Q ImeF".9h mue feetlliGIFIMHi DHyHRH Ane orHlOue D,My ,,,a,Q to rnMge �Anout HHaci M a s o n i t e International Corporation BACK BEDDING (DOW 995 OR EQUAL) UAD VLAA0041-07. GLASS INSERT III DOOR OR SIDELITE PANEL SECTION A -A TYPICAL RIGID PLASTIC LIP LITE SURROUND HIGH PERFORMANCE RIGIO PLASTIC OR CELLULAR VINYL LIP LITE SURROUND FOR 1/B' SINGLE PANE GLASS 12', 3/4' OR 1' INSULATED GLASS. 16 X 1-12' PAN HEAD SCREWS LOCATED 13-1/8' MAXIMUM FROM CORNERS AND 14-3/4' O.C. MAXIMUM DOOR 1 9/16 DOOR 1p0U �QOVO OUO� PANE GLASS: 1 �q��y�J0 O�OC PANEG LE AS P00 4 040� OQ PANE GLASS; 2•T/16' �0 0 G 12', 3/4' OR 1' ip�00�0�P°� POt11T,DOUBLE PANE; 2.1/Z .�y pp�0 �0 QG DOUBLE LE PANE OR 1' LP�QO�apQ�j$Q 3/4' OR 1' YOOUO O�Aa� �— 3/4UOR i j0 Qp 0 40 QQO''v0 4 ¢ TRIPLE PANE 4�Qo� 0"O0 0QU0� T_ TRIPLE PANE GLASS INSULATED I 0 A� o aCt1 INSULATED GLASS DOOR 1-7/16' 1/B' SINGLE PANE GLASS: 12'. 3/4' OR 1' DOUBLE PANE. - 3/4' OR 1' TRIPLE PANE INSULATED GLASS 'Glass inserts to be sub -listed by Intertek Testing Services/ETL Semko or approved validation service. 1/87 SINGLE PANE GLASS: 12', 3/4' OR 1' �— DOUBLE PANE; 3/4' OR 1' TRIPLE PANE INSULATED GLASS V*—"�k H—Wf� Test Data Review Certificate /3026447A: 130264472: /9026447C and COP/Test Retort Validation Matrix /3026447A-001. 002. 003; 130264478-001. 002 003; 13025447C-001, 002. 003 Provides additional information - available from the ITS/WH website (www.etlsemko.rom), the Masdnite �o wetesite (www.masor ile.com) or the Masonite teehrd= cenmc aat.a..fr r,.m ,lone n. 20az _ o.. ,�....., ow comwim aoi rxm of woauct imorowrmem Maus awcilkaewa. aaw am pown dnae wtgact to awn, rawt rona. Masonit! International Corporation oX®\l' \`� ��III t t I I I 1 Unit \ti V-j SINGLE DOOR WITH 2 SIDELITES 1 R• 1 1 '. — rYp 1 6'8' UNIT 8'0" UNIT 13-15116, 17.1/8' MAXIMUM ON CENTER TYR t, • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Hough t 1 1 r 6 • Width of door unit plus 1/2" • Height of door unit plus 1/4" r T 1 T T T T T 1 T T W'=K-- Test Data Review Certificate 13026447a 130264478:13026447C and COP/Test Report validation Matrix 13026447A-001. 002. 003;130264478-001, 002. 003;13026447C-Ml. 002. 003 provides additional inlormation - mitable from Me ITS/WH website (www.edsemko.com), the Masonite -- �e - webs¢:-jwww.masonite.c'"m) or tee Masonite technical center. — Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3244', 3249, 3264" or 3269 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #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 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. . e.s1w+..W tr•.. u002 ... O UNIMasonite International Corporation OurtMopnWeluq woprim or produC Improvement mikes Saotxxwns. de.pp -W ptowo petail fupitCi to Nine. wXhOut .0. X Glazed autswing Unit APPROVED ARRANGEMENT: ♦-0 0.1 LL t COP-WL-MA0161-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panel used does not exceed TO" x 68". Single Door Maximum unit size - TO" x 6'8' Design Pressure +55.0/-55.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Yna.nodc a Ww" �wI Test Data Review certificate 13026447A; 130264478: /3026447C and COWT09 Reoctl Vakdabon Matra /d026447A- 001,002;003:13026447B-001,002. 003; I3026447C-001, 002; W3 provides additional information - available from the rrSdWR websile Iwww.e0se11110o.eoml. the Masonire website (www.masorde.com) or the Masorete -technical center, Hurricane protective system (shutters) is REQUIRED Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASIDE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed— see MAD-WL-MA0011-02 and MAD-WL-MA0041-02. .MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: 1/4 GLASS: i {- oa 09 on oa 100 series 133,135 Series 136 Series 822 Series 1/2 GLASS: f� 0 r aQ F on o0 on �, ao 105 Series 106,160 Series' 129 Series' 12 R/L. 23 R1L. 24 RrL 107 Series' 108 Series 304 Series Series' 'This grass kit may also be used in the following door style: Eyebrow. 5-panel with scroll. Oak aft AR 0 EK- K'ona--r•wit Texau red � Excluairely lr FiE EROLn5:5 E>;TRI' DOORS '!v-.ru 6.s�po—. � June 1]. Y002 a.emwm ouNirr goon Our anti pw Kamm or pmduci imdmremem nuxrs soerJrnuam. deslpn and p D&W, Masonite Internationai Corporation dews subteet to rJunee wenan nonce. X Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: I FULL GLASS: 00 4,04 Series CERTIFIED TEST REPORTS: CTLA-805W-2 �Y 0 00 410 Series 109 Series 114,120,122 152 Series 149 Series 300 Series Series Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCD 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 raft constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH ,f- 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). ,✓ �X / &Eot 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Test Data Review CerOfrcate I30264470. 1302644711113026447C and CDPriest Report Validation Matrix l3026447A- 001.002.003; 030264476-001, D02, 003: /3026447C-001. 002, 003 provides additional imorrnation - available from the RSAVH weosire (www.etlsemko.Wm), the Masonite website (www.masorthe.com) or the Masonite technical tamer. Oak aft Wood- Te ed �N 4�"k art^' Erclusirely from PIHERG LASS ENTRY DOORS Pp,3rmAJ%-Ti— b-1D'oors Prrmium an 0-1- De JUM 17. 2002 qwr owMuNa program of praatid fmpro/emee maims sceeiimons. union and We= I M a s o n i t e International Corporation awe sugecr to mange vduwe none. x Unit OUTSWIICIG UNITS WITH SINGLE DOOR TYPICAL HINGE ATTACHMENT 4' x 4' BUTT HINGE (— (12 GAUGE) SIDE JAMB F DER PANEL TYPICAL THRESHOLD & SIDE JAMB ATTACHMENT TYPICAL HEADER & SIDE JAMB ATTACHMENT FINGER -JOINTED KILN DRY WOOD FRAME HEADER 1-11 X 4-9/16' ITH 12' STOP HEIGHT MINIMUM) (3) 2' LONG X VT CROWN WIRE STAPLES FINGER -JOINTED KILN DRY WOOD SIDE JAMB (1-1/4- X 4-9/16- WITH 1/2' STOP HEIGHT MINIMUM) FINGER -JOINTED KILN DRY WOOD SIDE JAMB (1-1/4' X4-9/16' WITH 12' STOP HEIGHT MINIMUM) HIGH PERFORMANCE BUMPER THRESHOLD O (4-9/16- X 7/8' STOP HEIGHT MINIMUM)Ilk Wa"O� FirDsy Test Data Review Certificate f3026447A;f3026447B: f3026447C and COP/Test Report. Validation Matrix f3026447A-001, 002. CM; 13026447B-001, 002, (2) f8 X 1-3/4- LONG FLAT HEAD WOOD SCREWS OR 003; f3026447C-001, 002, 003 provides addffional intormation - (3) 2- LONG X 12' CROWN WIRE STAPLES available trom the ITS/WH websde (wormetlsemko.com). The Masonfte website (www.masori te.com) or the Masonhe technical center. June 17, 2002 Premium Du+liiy Doorr Uur commina propnm m prodw rrrNrrw am makm sDm*zgms besrpn gnu product dell Subject m mwW watmm mice. BACK BEDDING (DOW 995 OR EQUAL) tl Iil4I GLASS INSERT IN DOOR OR SIDELITE PANEL SECTION A -A TYPICAL RIGID PLASTIC LIP LITE SURROUND 1B"SINGLE PANE GLASS; 12','3/4- OR 1' — DOUBLE PANE; 3/4' OR 1' TRIPLE PANE INSULATED GLASS 1B'SINGLE PANE GLASS; 12', 3/4.OR 1' DOUBLE PANE; - 3/4' OR 1' TRIPLE PANE INSULATED GLASS HIGH PERFORMANCE RIGID PLASTIC OR CELLULAR VINYL LIP LITE SURROUND FOR 1B' SINGLE PANE GLASS 12', 314' OR 1' INSULATED GLASS. #6 X 1-12' PAN HEAD SCREWS LOCATED 13-1/e' MAXIMUM FROM CORNERS AND 14.3/4' D.C. MAXIMUM LRGL nnnn tans 'Glass insets to be sub -listed by Intertek Testing Services/clL Semko or approved validation service. lAr SINGLE PANE GLASS; 12', 3/4' OR 1' — DOUBLE PANE; 3/4' OR 1' TRIPLE PANE INSULATED GLASS 1B' SINGLEAS PAN GLASS; 12 , a/4' OR 1' �— DOUBLE PANE; 3/4' OR 1' TRIPLE PANE T INSULATED GLASS Test Data Review Certificate /3026447A 130264476: f3026447C and GOP/Test Report Validation Matrix 13026447A-001, 002, 003: fM6447B•001, OD2, OM: 13026447C-001, 002, 003 provides additional iniono ation - available from the ITS/WH wetrsite Iwww.edaemko.coml, the Masonite me We= jwww.n¢sonne.com) or the Masonde technical center. E.11 ui,relY �CrVVV June 17, 2002 Our wrnw4y haWnm of orouua imanxom ! n morn ,Deter . ^� Orel+p ooe.. Cesgn and DromrC eetlll hahgect to mange anmhm notice. Masonite International Corporation x Unit 6' TYP, 6'r UNIT 8'8" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. I ' s • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. •o1 11' 1- '1 • Width of door unft plus 112" • Height of door unit plus 114" Test Data Review Certificate fM26447A: I3026447B; fM26447C and COPfrest Report validation Matrix f3026447A-001, 002. 003; 13026447B-001. 002. DM; /3026447C-001, 002, 003 provides additimW information - available from the rrS+WH websire-(wwwxtsemko.com), the Masonite ® website (www.masondE.com) or the Masonde technical center. MID-WL-MA0001-02., SINGLE DOOR Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146, 3166, 3241 % 3246, 3261 • or 3266 Compliance requires that 8" GRADE 1 (ANSIBHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. `Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use: fasteners analyzed for this unit include #8 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 1 1.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-114" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. E.clu.lrely from PREA4^".�'f June 17, 2002 ". 4••liry Doen. our comfm.ing grogram of eroduct imore,.em mxeee eCemctiMasonite international Corporation aesWn end ix O= detail subject m mange wrw notice. OFFICE N ('4"a- &-"&" C%. Weathermaster Building Products, Inc. Office: (407) 324-2080 Fax: (407) 324-9206 df LABEL DRAWING # OR TYPE USED WITH PRODUCT # 1 Legend of contents 2 GA 1 Installation 1450 Flange SH 1450/1550 31 GA 2/2A/2B Installation 1450/1650 Flange PW 1450/1650 4 GA 3 Installation 1100 Fin SH 1100/1900/1970 5 GA 3/A Cont Head & Sill Fin Mull 1900/1100/1970 1100/1900/1970 6 GA 4 Installation 1100 Fin PW 1100 7 'GA 5/5A Installation 1450 PW Flange Designer PW 1450/1550/1570/1650 8 GA 6 Installation 1100 PW Fin Designer PW 1100/1900/1970 9 GA 7 Installation 1480 Flange HR 1480/1580/1590 101 GA 7/A Installation 1580/1590 Flange 3-Lite Slider 1580/1590 11 GA 8 Installation 1180 Fin HR 1180/1980/1990 12 GA 8/A Installation 1980 Fin 3-lite slider 1980/1990 13 GA 9 GEN 0024 Block Inst. SLIDING GLASS DOOR 420/430/440 14 GA 10 GEN 0028 Wood Inst. SLIDING GLASS DOOR 420/430/440 15 GA 10/A GEN 0027 2x in Block SLIDING GLASS DOOR 420/430/440 16 GA 11 GEN 0450 Fin Vert Mull Clip 1448 17 GA 12 Mull Bar Load Chart 1x4 Fig Hz SH 1445 18 GA 12/A Mull Bar Load Chart 1 x4 Fin Vert SH 1445 19 GA 13 Mull Bar Load Chart 1 x4 Fig Vert SH 1445 20 GA 14 Mull Bar Load Chart U4 Fig Vert PW 1445 21 GA 14/A Mull Bar Load Chart 1x4 Fin Vert PW 1445 22 GA 15 Mull Cli 1 x4 >6' Fin Vert Mull Clip 1445 23 GA 18 Mull Clip GEN 0453 Fin HZ Mull Clip 1447 24 GA 19 Mull Bar Load Chart 1 x4 w/ lip Fin HZ SH 1447 25 GA 20 Mull Clip GEN 0457 Fin Vert Mull Clip 1448 26 GA 21 Mull Bar Load Chart 1x2.5 Fin Vert SH 1448 27 GA 22 Mull Bar Load Chart 1x2.5 Fin Vert PW 1442 28 GA 23 Mull Bar Load Chart 1 x2.5 Fig Vert SH 1442 29 GA 24 Mull Bar Load Chart 1 x2.5 R2 Vert PW 1442 301 GA 25 Mull Cli GEN 0454 Fig Vert Mull Clip 1442 311 GA 26 Mull Cli GEN 0459 Fig Vert Sill Clip 1442 32 GA 28 Mull. Clip GEN 0456 Fig HZ Mull Clip 1445 33 GA 29 Mull Clip GEN 0452 (>6' Ig Vert Mull Clip 1445 34 GA 30 Installation FEB HEB Fig SH 1450/1550/1570 FE + HE 1450/1550/1570 35 GA 31 Installation FEB HEB Fin SH 1100/1900/1970 FE + HE 1100/1900/1970 Weathermaster Building Products, Inc. 227 Power Court Sanford, FL 32771 407-324-2080 407-324-0503 Fax 2004 Florida Statewide Product Approval Numbers For General Aluminum Products These numbers are posted on www.floridabuildin.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 REOD ONE BY W000 (SEE NOTE BUCK BY OTHER BMOC WIDTH 1 1 4' MIN. ONE BY WLCCO ANCHOR. FLANGE TYPE EMBEDMENTBUCK BY OflER FRAME SHIM AS REQT). E1WINDOW [TAU.AljlO" EE NOTES) (SFLANGE CAULK BETWEENBETWEENWBNDow t WOOD B WENWOY OTHERS 4 Q 1 1//4. 111N. INSTALLATION Q Q EN9EDIffNT ANCHOR a PERIMETER CAU K CAULK BETWEEN BY OTHERS WINDOW WIDTH MASONRY OPENING PERiWERR CAUL( BY OTHERS BY OI,IE1 EXTERIOR CAULK BETWEEN WWDow FLANGE WOOD BUtlC SECTION 2 WINDOW WDH. EYTER I OR B1CK NEWT A C iLAH4E QN SILL BY OWNER Wit H PRE CAST SRL_' .. BY OFNERs CAUL( BETWEEN WINDOW FLANGE lk PRE CAST S 1. 'MTN VL WA 1tB ADHESIVE CAL" OR SECTION 1 APPROVED EQUAL GENERAL NIDTM 1) SHOW AS REO-D. AT EACH WSTALLATION ANCHOR 111114 LOAD BEARING SHIM. MAX. ALLMWABLi SHY STACK TO BE 1 /4- : 2) WINIDOW FRAME MATERIA NLMNUM ALIDY W63 3 CAULK 8EIND WINDOW FLANGE AT HEAD AND AMBS,SILL MUST BE ATTUACHED TO THE SRBFMATE WITH WLXEM 116 ADHESIVE CALM( OR APPROVED EQUAL 4) APF4XATION OF WLIOM 118 ADHOM CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MAWUFACTERFR'S RECOMMENDATION S) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE B) MA55 THICKNESS MAY VARY PER THE RECAME MENTS OF ASTM E1300 GLASS CHART SIN -ME CLASS IS SHOWN. INSULATING CLASS IS ALSO QUALIFIED. DOW E K 2 G G.A. 1 SSB ANNEALED 3 ANNEALED CALL WINDOW GLASS DESIGN MM DESIGN TAPCON ANCHOR LDCAODN SIZE SIZE (INCHES) PRESSURE PRESSURE LOCATIONS CWAO'TY N PSF CAPAOIY N PSF 12 » to ■ !t -S1 -So -SDI AO r,olU 13 IS 1h ■ W 3A -T7 -77 -1N AC F.OJL 14 RS 1/11. 00 BA -02 -O/ -1N AC Nuu 1444 11 1/0. a 1A -aT -53 -100 AC wm 1442 10 l/v . 00 CA -02 -4 2 F -141 AC F.oIU 10 » 1/1 ■ u -a -40 -132 AC D.V.OA 11 11 t/!. 72 -40 -40 -1» AC aErcmJ 17 U 1 ■ N - - -104 AC D13,aN1 1H2 21 1h . 20 -47 -07 -134 AC FAUU 1H3 2S Ih ■ 3A -BI -04 -101 AC r w IN4 20 1/2 ■ m 0/i1 -47 -47 -tot -101 AC FAXI xM+4 221/2 ■ 01 0A -44 -44 -100 -100 AC rQJU CM40 S 1h . 01 3/0 -43 -43 -100 -100 A0 F.aw IHC s 1/J ■ 40 -40 -40 -21 -N AC ro" 2» 221/1 .72 -40 -40 -71 -72 AG rw fiff 21 1 •011 -a AC ►.W 304 3D 1/2 x Is -02 -B0 -113 -11J AC F.W 30.3 30 th . a2 3A -41 -47 -00 -0o AC raN 3D14 " 112 ■ 00 OA -41 -n -70 -70 AC ►.014 304444 30 1/2 . 04 CA -40 -40 -77 -77 AC F.WU JOK+O 3D 1/2 ■ BB BA -40 -40 -71 -72 AD F.WU 304 30 1/1. E -40 -40 -71 -71 AC F,aN 30s 301/2 172 -40 -40 -71 _71 AI: FAN -81 AC F.w n A x IN -01 -01 -i -as AD F.WU 23 37 x 30 3A -40 -40 -a -17 AA FAN 24 37 x 0o BA -40 -40 -07 -07 AC F.aN 24+4 37 x 1• BA -40 -40 -00 -60 AC F•a1U 2440 77 x N 1A -40 -40 -BB -00 AC F.aN 20 37 x 17 -40 -40 -0] -03 AC F.a/U a 37 x 72 -40 _40 -52 -0f AD F.WU -a I -07 I AC r a1U 4222 42 x A -40 -N -40 -44 AC F.w 47A 42 x 32 3/1 -40 -40 _40 -40 AC r aNl 42M 42 x 00 BA -40 -40 -40 -40 AC Fo)U P;41U 424+4 42440 F7 x IN0A a x 30 0/2 -40 -40 -40 -40 -40 -40 -40 -40 AD AC FWU 4223 42 x U -40 -40 -40 -40 AC I.QMJ 4272 42 x 72 -40 -40 -40 -40 AC ►.aN 42" 42 x 04 -40 -40 -40 -40 AO F.WU 40" 40 x 22 -44 -40 - - AC F.oJQ 4038 Y x 31 3/1 -40 -40 _ - AC FAJU 48M 41 x 00 CA -40 -40 - - AC F WU 404E4 44 X 04 0A -40 -40 - - AC 4N40 40 x BO BA -40 -40 - - AC F.WU 48W 41 x 113 -40 -40 - - AC F.W 4072 AC FAN 32 m 1/0 . 0 -46 -46 - AC r.WU Y Y 1/6■ N BA -40 -40 - AC NJ ra 34 Y IA ■ 80 BA -4o -40 - - AC F,aNl 3444 03 1A . 04 1A -40 -40 - - AC rA1U 3440 03 1/1 x Be OA -40 -40 - - ABC F.aN M 07 1A x a -40 -40 - - AO ►.aN 3e !u -40 AC I rlxw AIL 1) 11E A00% AM POWYE AND NLOArAE 2==XIAL WPM LOADII FIRM OOPARATIMT ANALYM 2 HAW NOT WN U' MM BY 101,10 Or ■1101 P0001WIAMS = 010 ■M 1E SAM 0[SSTAMM IM RMANIMM OF /SS O � mil! NPlL7.-. PO!I11[ O[UOI Loan SILL SS I N D TO 40A PSF DIX 10 SATUt TEST PpEmm OF ONW 2) 40RALLAMM RANG M " WIDOW N OI CHM OR G2001Y SPOONS UK 3/11' NA I S AT MUICANOW IIOr SUFFIDIDIT �lDIM 10 PROVIDE WLI-1/4 EMBEDMENT ULO >AICSIRATE S E F IFI ) KK OEVATtllt MR MY TO TAPED LDPAWlNS 0 ., 4 F EXACT WON Qa 0 NOT IN= INANDIGIR CHART. UK ANONGIt 001N1' ANLISTED WM NEXT LMM a j= W MP41 MATE OEM PIOSURE 2OOb. Es - �` ELEVATION No.42371 : T'" MOB 0218 T` YOOSEF LAVY, P.E. VIEWED FROM EXTERIOR S A * W �TW� ENGINEER �ay�r,yR„`a .EarRr!•Er.n nut 0 ••. STATE OF �j', • DALIAS, 70M 70243 T. 214040-00/0 A.214 7 ASSEMBLY MAM40 QNRS 145011MDABM 0=1140N0 MOM ' A•< O R LOP.',• �?= O s� NAAL � ` � � ux[ N/A EL2411\\\\•�` ra. 12/00/03 B I NSTA ATION 1430 CNE BY WOOD BUCK BY O1F1FR NSTALLATICN ANCHOR. CAULK BETS@I BUCK MDT" ONE "BY WOOD F WOOD, MUCK NI BUCK BY OTIEA MASONRY OPENING EM PENT SHIM AS REO'D. BY OTHERS (SEE NOTES) B �a FLANGE TYPE INSTALLATION WINDOW FRAME 4 ANCHOR FLANGE lCAULK WOOD BUWINCKW a 1 1 4' YRL a GLAZING (TYP. PERIMETER� ULK SEE NOTES) PERIMETER CAULK CAULK BETWEEN a By OTHER • BY OTHERS MAASONWOODRYY OPENING � BY OTHERS F FRAME MHDow MOTH 5}LI4 AS REOb (SEE NOTES) EXTERIOR GA BETWEEN EXTERIOR BUCK W FLANGE —� WINDOW FLANGE WOW BUCK HEIGHT SECTION 2 AAM SILL NANDOW WIDTH, PERIMETER BOTHER I A C B p E "• - V "� �. a MARBEL SILLSTOOL .. OTHERS FIRE CAST SILL BY OTHERS .. CAULK BETWM WINDOW FLANGE . .. - 4 PRE CAST SILL WITH WAXEN WINDOW tte ADHESIVE CAULK OR SECTION 1 APPROVED EIwAL. / I HOG7H H CE ER AL NOTES " 11) SHIM AS REOb- AT EACH INSTALLATION ANCHOR NTH LOAD BEARING SHIM. MAX F G ALAOWABIE sllN STACK TO BE 1/4•. 2)) WINDOW FRAME MATERIAL ALLOY ON& 3) CAULK MUD WINDOW FLANGE AT HEAD AND JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VWLEM 11e ADHESIVE CAULK OR APPROVED EQUAL a) m&p." 16 T=M CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MAPpU BF CAULK PERIMETER SEAL At4011N0 WERIOR OF WINDOW FLN49C ELEVATION m GLASS THICKNESS MAY VARY PER THE F=011113"'IS CL OF AS1M MWO ASS CHART. 71THE ABOVE ARE POSITIVE • NEGATIVE STRUCTURAL DESIGN LOAD MOM COMPAIIATVE VIEWED FROM EXTERIOR NS`S4Vs4 ANALYSIS ! HAVE NOT BEEN CAPPED BY RESULTS OF WATER PEW ORMANCE TESIINO. ��`S E F Los4oil W WW THE WATER RESISTANCE TEST REQUIREMENT OF 1e 19 OF DESIGN LOAD APPLIES. BE TO 40.0 PSF s • • sIF POSITIVE DESIGN LOAD APPLIES POSITIVE DESIGN LOADS WILL LIMITED FE DUE TO WATER TEST PRESSURE 13F ILO PS►. ACHIEVED IN TESL S) INSTALiA710H OF FLANGE FRAME WIDOW IN CONCRETE OR MASONRY CPENM USE S/1B' LENGTH TO PROVIDE W L 1 1/4' EMBEDMENT INTO . CIA TAPOON ANCHORS OF SUFFICIENT SUBSTRATE AT LDCATIONS •SM01Yi ON 01AR7. No. 42371 " 0) SEE ELEVATION FOR KEY 10 TAPOON LOCATIONS. CHART. 10) W EXACT WINDOW 15 NOT LISTED IN ART. USE ANCHOR QUANTITY LISTED WITH MW 70 '. 447 LARGER SIZE. FOR THE APPROPRIATE �REM i 0 STATE OF W r�iF �. '•'PC O R 1UP.. p?� FFFF S 1H NA L .01 /0 G.A. 2 COMPARATIVE ANALYSIS B TAPCOIN AN CH LOCATION CHART SSB ANNEALED 3 1e CLASS WINDOW GLASS DESIGN DESIGN TAPCCN ANCHOR LOCATION SIZE (INCHES) PRESSLIRE PRESSURE LOCATIONS CAPACITY III PSF CAPACITY IN PSF It X to 137 ist -ts7 M iAw 11 X 24 M -o TOES -1s0 AB F.wU 1t X JC 74 -74 100 -100 AB it X N 1-137 Y -W 144 -144 AB FAHA it X 46 n -41 I37 -137 AS F.wU it X eo � -eF - 1 % n o -66 AB —FA" U x 1s 100 -108 180 -is0 AC FANJ 1s X 24 o w 130 -+36 AC raHl is x a0 0 -eo 123 -113 AC F. fo X >• 41 41 110 -its AC F•wU is % 48 40 -40 100 -106 AC F,wU 10 % so 40 -40 - - AC FA/U is :4 72 40 -40 _ _ AC FAM 24 914 00 -s0 135 -130 AC F.WU 24 X t4 >e -54 Uro AC raw 14 X 30 44 -44 to :IW -f00 AC Fo.1Lt 24 K 36 N -a SIG 24 R 48 40 -4400 Flm 24 X s6 40 -40 _ _ AC F.WU s. X n u -40 - - Ac F.WU 32 X is 47 -47 130 -12o AC F.OKI a X 24 M -41 Of -W Ac F.wU 32 X 30 40 --40 n -01 Ac alfu FOfa .w 40 40 -40 o 111 1000 we F.WU 32 X so 40 -40 - - AC I.41U 32 X n 40 -40 - - AC r,OJu 38 X Is 41 -41 Us -„s %c FAW 30 X 24 40 -40 s7 -07 AC r.wu 31 K 30 40 -40 73 -n Ac FAH.1 AIU 31 X 44 40 -40 40 -N A.0 F.gHJ 36 X 60 40 -40 - - AC FAHI 36 X n 40 -40 AC FA" 48 X 16 40 -40 toe -108 AC F.WU 40 X 24 40 -40 N -s/ AO F.WU 30 40 K40 40 -40 OS -Ot AC FwU K 40 K N 40 -40 40 -40 AC FAw 46 R 90 40 -40 - - AC F.wU 40 X n 40 -40 - - AC F." go X to 40 -40 104 -104 AC F.wu 10 R 24 40 -40 of -W AC FAXJ s0 X 30 40 -40 40 -40 AC FOR) W 131 40 -40 40 -0 AC 0o R Y 40 -40 40 -40 AC F,4HJ so R so 40 -40 - - AC F.WV 72 X is 40 -40 IM -IM AC F WU n X 24 40 -40 el -61 A.0 F.aHI n X 30 40 -40 40 -40 AC FAHI n X 35 40 -40 40 -40 Ac FAM n K 40 40 -40 40 -40 AC r.0 W n X s0 40 -40 - - AC I r.wU 04 Nis - - 00 -N AC FAM 04 K 74 - - 40 -48 Ao F.OJu 84 K 30 M ]s - - 40 -40 AC FAw /,06HJ 54 K - 40 -40 Ao 0o K Is - - 06 -a AC N X 24 - - 40 -40 AC nF X 30 - - 40 -10 Ac F. wxa - - b -o AAC Y9.A JOB #04-027D �rt3 w YOOSEF LAVY, P.E. CONSULTING ENGIIEER NN a 0* IL- b.BA W WE •FJL Is Klb • IA.. a AM 2M FORW L044 WYE 111108 ASSEMBLY GRAIN) OALJA0. TDUL4 M43 T: (t14 s ►: rQMO-=7 f000 1400 m PCWRE WIDOW AR 0= W I N/A 12/10/03 Id ImnA ATeN im m INSTALLATION ANCHOR: CAULK BETWEEN ONE BY WOOD WOOD BUCK & BUCK BY OTHER MASONRY OPENING BY OTHERS r CAULK BETWEEN WINDOW j I FLANGE & WOOD BUCK a SEE Q TABLE _1 a PERIMETER CAULK.11 13Y OTHER \ 1450 HEAD � INSTALLATION ANCHOR SHIM AS RED'0 (SEE NOTES) Q CAULK BETWEEN WOOD BUCK & EXTERIOR MASONRY 13YOTHERS OPENING SHIM AS REO'D 1459 SILL — 11 (SEE NOTES) PERIMETER - CAULB{ BY OTHER FCAULK BETWEEN LANGE & WOOD BUCK W�/ / Q TABLE: `-CAUL( BETWEEN WOOD & INSTALLATION ANCHOR MASONRRYY OPEIVING O BY OTHERS SECTION 1 24" MAX L GENERAL NOTES: 1) SHIM AS REQUIRED FOR LEVELING. ELEVATION 2) WINDOW FRAMIE MATERIAL TO BE ALUMINUM ALLOY' 6063. VIEWED FROM EXTERIOR 3) CAULK BEHINE7 MNDOW FIN AT HEAD, SILL, & JAMBS. 4) CAULK .FOR PIERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) DESIGN PRESSURES SHOWN ARE BASED ON MULLION CAPACITY ONLY. DESIGN PRESSURES FOR GLASS THICKNESS MUST BE DETTERMINED PER ASIM-E1300 GLASS CHART AND THE SMALLER VALUE MUST BE USED FOR DESIGN. 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 440.0 PSF, DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7) INSTALLATION= FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE A-# TAPCON ANCHOR OF SUFFICIENT LIENGTH TO PROVIDE MINIMUM 11" EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 8) IF EXACT WINDOWW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT URGER SIZE. ONE BY WOOD ONE BY WOOD BUCK BY OTHER BUCK BY OTHER _SHIM AS REO'D / (SEE NOTES) M — 1458 JAMB 1458 JAMB — -3036 BULB VINYL SEAL 3035 METAL GLAZING BEAD - CAULK BETWEEN WINDOW FLANGE & WOOD BUCK I CAUL( PERIMETER CAULK BY OTHER EXTERIOR SECTION 2 OW ;TH GA 2A SIX -- vw IwfRm 4ua 9atR/ acacN PRf5S1xS r HEIGHT CAPACITY (PSF) 20 z 30 -70 20zN -N 20 xN - 20 x 50 20 A so - 1> 20x73 30 x 30 -51 3D A 40 - 30AN - 30 x 30 30 x 60 - 30 x 73 - 36 x 30 -N INSTALLATION 36 A N - ANCHOR 36 x N - 36 x 50 >e x 60 v 36 x 73 CAULK BETWEEN 40 x 30 - WOOD BUCK & 40 x 40 - MASONRY OPENING w z N 70 _ BY OTHERS 40 x eo - Nx73 Hx 30 - NxN - NxN - Hx30 Nx60 44 x 73 48 - 4 'G - NxN - Nx50 Nk 60 N A 73 60 A 30 90 x N 90x N - 90 x 50 ao A 90 6o x 73 73 x 30 - TJ x N 73x N - 73 x 50 - 73 A 60 - IAf M4ARlf /M• NMA[0 Kam N 111A1[ 11EMA9D N RW[ W 4w 1. woutm FIHIDOn 1-1 A44 amI ommoty 2CN. ►RESSI)RE DERM P HEAD AT EACH SILL SAL AT EACH 17n wA(PSF) CAPAOn (PSI) JAB JANe I 2 2 1 2 1 - - 2 2 I 2 2 2 -55 - 2 3 2 2 1 2 -53 - 2 2 2 2 2 2 -47 - I I 2 2 2 2 -60 2 2 2 2 2 4 2 2 2 2 2 2 -37 - 2 2 I 1 2 3 -N - 2 I I 2 I 1 -N - 2 1 I 2 1 2 - -55 2 ! 2 I 2 3 - -40 2 2 3 2 2 3 - - 2 2 2 I 2 2 -40 - 2 2 2 2 2 2 -41 - 2 1 2 2 2 2 -40- 2 2 2 2 2 2 - -50 2 2 2 2 2 3 -N 2 2 2 2 2 3 -57 - 2 2 2 2 1 2 -N - 2 2 1 2 2 2 - -63 2 2 1 2 2 3 - -91 1 I 2 1 2 3 - -42 1 : 2 2 1 3 -N 2 2 3 2 2 4 -51 -41 - 1 2 2 2 2 2 - -59 x 2 2 3 3 3 - -57 2 2 2 3 3 3 - -N 2 2 2 I 2 3 -N 1 2 2 2 2 4 -N 2 2 2 2 1 1 - -13 2 2 1 7 7 2 - -59 2 1 2 3 3 3 - -54 2 2 2 3 3 3 - -N 2 2 3 2 2 3 -N 2 2 I 2 1 4 2 3 3 1 - -49 2 2 2 3 3 I - -N 3 2 2 3 3 2 - -44 3 3 3 3 3 3 - -N 2 2 2 3 3 3 - -N 2 2 3 3 3 4 - -M I 1 1 3 3 1 - -40 2 2 2 4 1 : - -N 2 2 2 4 4 f - - -N -403 3 3 2 3 1 4 4 4 1 2 3 Single Glaze 4E221 j E F ( No. 42371 i YLA JOB /04-242 A * YOOSEF LAM, P.E. i 0 '• •. STATE OF CONSULTING ENGINEER _ PI2 ':c(0 10P•' 9550 FOREST LANE, SUITE / 105 DALLAS. TEXAS 75243 F R .� 2I .PJ• •' Y1. 9322 / T. (214),T40-0049 P(214)340-IX O NA L FLORIDA LICENSE 042371 �/tea a71•.7aV"- T '- 1a41 9. a.Fti RE•yn+>4 n 75W4 •r.n W N1Ea •3+.A n 75711 ASSEMBLY DRAWING SERIES 1350/1650/1670 PW a«0 scuE JB YL N/A .E ....F 13MASSY INSTAUARON ANCHOR - ONE BY WOW BUCK BY OTHER - CAUL-K BETWEEN WINDOW - FLANiGE & WOOD BUCK 4 PERIMETER CAULK BY OTHER 1450 HEAD EXTERIOR 1459 SILL - PERIMETER CAULK BY OTHER a CARM BETWEEN WINDOW - FLANCE & WOOD BUCK ONE BY WOOD BUCK BY OTHER IDYSTALLATION ANCHOR- 43ENERAL NOTES: l) SHIM AS REQUIRED FOR LEVELING. ELEVATION .2) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063. VIEWED FROM EXTERIOR .3) CAULK BEHIND WINDOW FIN AT HEAD, SILL, & JAMBS. -4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. S) DESIGN PRESSURES SHOWN ARE BASED ON MULLION CAPACITY ONLY. DESIGN PRESSURES FOR GLASS THICKNESS MUST BE DETERMINED PER ASTM-E1300 GLASS CHART AND THE SMALLER VALUE MUST BE USED FOR DESIGN. 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE UNITED TO 40.0 PSF, DUE TO WATER TEST PRESX_x1RE OF 6.0 PSF ACHIEVED IN TEST. 7) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 4*0 TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MINIMUM 11" EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. B) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. r-CAULK BETWEEN WOOD BUCK & MASONRY OPENING -� BY OTHERSONE j !� I BUCKBBY OTHER BUCK BY ONE BY OTHER SEE SHIM AS REO'D Q TABILE v (SEE NOTES) •r --` Q r- 1458 JAMB 1458 JAMB — INSTALLATION J 30 BULB VINYL SEAL- SHIM AS REO'D ANCHOR 3035 METAL CLALNG BEAD—� (SEE NOTES) CAULK.BETWEEN WINDOW FLANGE & WOW BUCK CAUL( BETWEEN WOOD BUCK & PERIMETER CAUL( PERIMETER CAUL( MASONRY OPENING BY OTHER BY OTHER BY OTHERS EXTERIOR SHIM AS REO'D SECTION 2 (SEE NOTES) Q :EE TABLE / `CAULK BETWEEN J WOOD BUCK & MASONRY OPENING BY OTHERS SECTION 1 24- - y�{/ � �l7/ATI-ar�eAs MDTN/ DEM24 PRESSURE GS r, NOGR CAPAGTTI' (PSF) 20 X 30 _w 20 X w e9 20 X 0 -47 2D X 50 -45 0 D 20 X 50 20 X 73 - - 30 X 30 30 X w -70 -33 30 IT w -44 30 X 50 -43 30 M 60 - 30X73 - 36 X 30 -39 INSTALLATION 36 X 40 -45 ANCHOR 36 X w - 3s X 50 - >0Xw - 36 X 73 40 X 30 -u CAULK BETWEEN WOOD BUCK & w X 40 -w MASONRY OPENING w X w BY OTHERS w X 50 wXbo - 40X73 e< X 30 -46 N X w -44 44Xw - HX s0 - HXsO - 4/ X 73 w X30 - 40Xw - wXw wX 5D wX 00 wX 73 50 X 30 - 60 X w - s0N M - so I1 so s0 X so mX 73 73 X 30 - 73 X 40 - 73 X 40 - 73 X SC - 73 X 50 - GA 28 t C CART FOR GENERAL AWMNUM SERIES 1350/1650/1670 PICTURE UNDOW M 41MR1 RV2 �/� MUY2101 Q' sm" XIIMi71 w GIIY mul 0144I I491 n 5n45nR nK uR Nr 444T m5os per uR 1@JNIeD M IFRM E 1' 4MIIY 4]RmRDR If011Xm A IIII14 1-1 191YY Ffiemlort PRESSURE DESIGN PRESSM �� AT EACH SIll 11FAo AT EACH SXL 317 (PSI) CAPACITY (PSF) JAMS JAYS - - 2 2 2 2 2 2 _ _ 7 2 2 2 2 1 z 2 x 2 2 2 2 2 2 -07 - 2 2 2 2 2 3 -62 7 2 2 2 2 3 - 2 2 2 2 2 2 - - x 2 2 2 2 2 - - 2 2 2 2 2 2 - - 2 2 2 2 x 2 3 -e0 2 z 3 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 -51 - 2 2 2 2 2 3 -S3 2 2 2 2 3 3 -H - 2 2 7 2 2 3 -54 2 2 4 - - 2 2 I 2 2 2 -51 - 2 2 3 -49 - z 2 3 -41 - v2q 2 2 3 -sz 2 2 3 - - 2 2 2 2 2 2 -41 - 2 2-45 - 2 2 3 - -e4 2 2 3 3 3 4 -51 2 2 3 2 2 3 -01 - 2 2 2 3 3 2 -51 - 2 2 2 3 3 2 M 2 2 2 2 2 2 -42 2 2 2 2 2 2 - -62 2 2 3 3 3 4 -w 2 2 3 3 3 s -45 - 2 2 2 3 3 2 -42 - 2 2 2 3 3 2 - -e2 3 3 2 4 • 3 - -e0 3 3 2 4 1 J - -52 2 2 2 4 4 4 -43 2 2 3 3 3 5 - -OS 3 3 2 3 5 : - -32 3 ] 2 5 5 2 3 2 5 5 3 - -50 3 3 2 3 5 3 - -IS 3 3 2 5 5 7 TITLE Insulated 5 E F 2T, i NO. 42371 i YLA JOB #04-242 * YOOSEF LAM, P.E. •• .' 4u = STATE OF CONSULTING ENGINEER ,n 2, ' OR LOP'•'• 9550 FOREST LANE. SUITE / IDS 0ALA5. TEXAS 75243 .� Feet J / a T.-(214)340-0D49 F:(214).140-�OE ' NA L 111NA L FLORIDA LICENSE 042371 ��i W ION L Cni7 r • C4niq 11 BOON •tII � t01C • tIt4A A 13f1 ASSEMBLY DRAWING SOLES 1350/1650/1670 PW " JB YL i N/A G[ u.. 13SOASSY 2 X WOOD BY OTHERS CAULK BETWEEN FIN TYPE WINDOW FIN & WINDOW FRAME SHEATHING JAMB All SHEATHING CAULK BETWEEN FIN 1'MM. BY OTHER & SFIEAIiNG I A EMBEDMENT i' MIN INSTALAnON EMBEDMENT ANCHOR SHEATHING BY OTHERS INSTALA PERIMETER -1 WINDOW YADHT ANCHORnON CAULK BY OTHER EXTERIOR PERIMETER CAULK FIN TIPE BY OTHER MN00W FRAME HEADER WINDOW WINDOW HEIGHT FXTFRI QR FwM�OT0IWPE 'Z FRAME SILL 24' O.C. / MA:(.(TYP). WINDOW EQUALLY SPACE MGT. ANCHORS (TYP.) PERIMETER CAULK / BY OTHER SHIM W REnb INSTALATION ANCHOR CAULX BETWEEN LL WI WINDOW FIN & SHEATING S E F L FEi 6' MAX(TYP) SHEATHING BY OTHER 1' MIN. EMBEDMENT ` No. 42371 f6'MAX(TYP). i SECTION 1 ELEVATION 's � *• � 's S •, STATE OF w % VIEWED FROM EXTERIOR it �� 70NA1••F'`�� `�4......�•` G.A. 3 COMPARATIVE ANALY5IS & TAPCON ANCHOR CHART WINDOW. DESIGN PRESSURE . NO. OF 18 SICKEN PLIMID OF .090 I IA.NAL SIZE INCHES CAPACITY N PSF REQb. N FRAME REQb. N PA 1e x 30 109 IGO 2 2 2 2 2 3 1e x 40 e3 8'3 2 2 3 2 2 J 18 x 50 e3 e3 2 2 1 3 2 2 3 is x 50 50 50 2 2 3 2 2 3 20 x 30 ee ee 2 2 2 2 2 3 20 x 40 73 73 2 2 3 2 2 4 20 x s0 59 59 2 2 3 2 2 4 20 x 80 48 46 2 2 3 2 2 4 26 x 30 57 57 2 2 2 2 2 2 28 x 40 52 52 2 2 3 2 2 3 2e 50 4e 46 2 2 3 2 2 4 2e x 60 40 1 40 2 2 3 2 2 1 4 30 x 30 52 52 2 2 2 2 2 2 30 x 40 49 49 2 2 3 2 2 3 30 x 50 43 4.3 2 2 J 2 2 4 30 x 80 40 40 2 2 3 2 2 4 3e x 30 41 41 3 3 2 2 2 2 38 x 40 40 40 3 2 3 3 3 3 38 x 50 40 40 3 J 3 3 3 4 3e x 00 40 40 1 3 3 3 J s 5 40 x 30 40 40 3 3 2 3 3 2 40 x 40 40 40 J 3 3 3 3 3 40 x 80 40 40 3 3 3 3 3 4 40 x eo 3 3 s s s s 51 x 72 40 40 3 3 4 4 4 7 GENERAL NOTES: 1) SHIM IF REWIRED FOR LEVELING. 2)) WINDOW FRAME MATERIAL ALLOY 6063 3) CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHART, SINGLE GLA23NO IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED 0) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15X OF DESIGN LOAD APPLIES POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED N TEST. 7) INSTALLATION: RN FRAME WIDOW N WOOD FRAME OPEIONG WMT TWO BY WOOD STUDS USING .OW NON. DIA. NAILS OR #8 SCREW OF SUFFICIENT LENGTH TO PROVIDE MIN-1' EMBEDMENT NTO Si=TE. 8) IF EXACT WINDOW SIZE IS NOT LISTED I ANCHOR CHART , USE ANCHOR QUANTITY LISTED WI7H NEXT LARGER SIZE. TLA ,AN ry7-•UAIA F"— WOOS P.E. CONSULTING ENGINER w•++. 9600 H01e.'`R LAM WITE F 100 OR= RDW M43 1001 t QmW K • twrdkn U rAN • ►A in IIf= • Dob% 1E 76361 ASSEMBLY DRAWING SERIES 1100/1900/1970 SIN47E HUNG 9NDOW r 214 DD40 F1 214 ODe7 OR AR CfIMD IP ' N/A •IiDY xD�2x OAl 12/11/03 B OIE NUMBER INSTALATION 1100 SHEATHING BY OTHER IN CHOIRTION ANwow PERIMETER CAULD(-\ BY OTHER FIN TIPE WINDOW FRAME HEADER CtJLZip! (SEE NOTES) q i EXTERIOR • PERIMETER CAULK BY OTHER -� CAULK BETWEEN FIN FIN TYPE k SFiFAl1NG WINDOW 1' MIN JAMB FRAME SILL INSTALATION I ANCHOR SHEATHIBHG 1• NiN. - rlt7 BY OIHIER EMBEDMENT SECTION 1 IF REO'D CAULK BETWEEN WINDOW FIN & SHEATING NOTES: 1) THE ABOVE ARE p4=VE a NEGATIVE STRUCTURAL DEMON LOADS FROM COMPARATIVE ANALYSIS AND HAWE NOT BEEN CAPPED BY RIMULTS OF WATER PERFORMAHM IMNO, WHERE 1XIATFR RESISTANCE TEST REQUIREMENT OF 151e OF DESIGN LOAD P p OFF O SF �AOiVV D N TESTS DU WILLBE LIMI10 10.00 PSF E TO WATER 2) GLASS THICIINESS MAY VARY PER REOUIREMENTS OF AMU E1300 G.ASS CHARTS, 3) INSTALLATION FIN IFRAIIE WINDOW IN WOOD FRAME OPEN010 WITH TWO BY WOOD 5TUD5 USING / e 90EW aF SUFFICENT LENGTH TO PROVIDE MN.I• ELBEDMENT. INTO S .swo" ®R OA80 IN CIA. NAfS 4) IF EXACT WINDOW MIE 15 140T LISTED IN ANCHDR CHARY, USE QUANTITY LISTED WITH NEXT LAROM SZE. S) SIN IF REQUIRED FOR LEVELINGL D) 1WHDOW FRAME MMTDBAL. ALUMINUM ALLAY GM3' 7) CA" BEHIND WIMOOW FIN AT HEAD. SILL k JAMBS. B) CAULK FOR I"WEIER SEAL AROUND EXTO"M OF WWMW RANGE. G.A. 4 CAULK BETWEEN COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHARI WINDOW FIN & SHEATHING 1'MIN. EMBEDMENT `—BY OTHERS WINDOW WIDHT INSULATION ANCHOR fxr.RQB PERIMETER CAULK BY OTHER SECTION 2 1 fJ B' MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR 2 EQUALLY SPACE ANCHORS (TYP.) B' MAX. (TYP) WINDOW SSB ANNEALED 3 B GLASS NO OF 0.020 DIA. SIZE CUSS DESIGN DESIGN NO, OF 18 SCREW NAILS REQUIRED PRESSURE PFESSURE REWRED IN FRAME (INCHES) CAPACTY INPSE CAPACM IN Pg IN FRAME 20 X 30 40 -40 10♦ -10• 1 ! 2 2 2 4 20 X b 40 -40 N -01 7 a 2 7 2 6 20 X 40 40 -40 of -s 7 ! 2 3 2 f 20 x 0o w -40 w -w 2 [ 7 2 a 0 ID X e0 40 -40 N -K f ! f 2 [ 0 30 X 30 40 -w 07 -07 2 2 2 a 3 3 30 X w 40 -40 M -44 2 : 2 3 3 4 3D X N 40 -40 02 -a f ! 7 3 3 30 X 00 40 -w 00 -00 2 2 2 a 3 4 3D X 00 w -w w -w 2 [ 2 a 3 4 3• X 30 w -w 73 -73 2 2 2 4 4 4 30 X w 40 -40 e7 -07 f a 2 4 4 4 30 X 4/ 40 -b 40 �e 2 2 2 4 4 4 3e x N 40 -w M -41 2 3 a 4 ♦ 4 30 X N 40 -w b -40 3 = 2 4 4 0 40 X 3D w -40 64 -64 2 [ 2 4 4 4 b X w w -w 53 -53 2 [ : 4 4 4 40 X b w -40 40 -45 2 2 a 4 4 4 w X =D w -w 44 -44 3 2 2 4 4 4 40 X N w -w w -40 2 7 2 4 4 e 40 x 30 w -40 a2 -•2 f = 2 4 4 3 4• x w w -w w -4E 2 7 2 + 1 7 40 X 4• w -w w -40 2 2 2 4 4 4 44 X 4400 4400 -4400 w -40 7 2 2 4 4 0 00 X 30 40 -40 a0 -K* 2 2 2 4 4 2 w x b w -40 M -44 7 ! 2 4 + 3 0D X M w -b w -w / a 2 4 4 f 0o X f0 w -w w -w [ 2 2 4 4 4 00 x eD w -40 40 -40 2 2 2 4 4 0 eo x 30 w -w w -40 2 2 2 0 0 7 N X w w -w w -40 2 2 2 e : 3 •o X Al w -40 4D -w 1 a 2 4 e 4 eD x e0 40-40 40-40 a [ 2 e e 4 wxN 140 1-w w -0 f 1 a : 1 e e • 70 X 30 w -w w - c 1 a 2 7 7 7 70 X w w -w w -w 2 2 2 7 7 7 70 X 40 w -40 w -w 2 2 7 7 7 4 70 X 30 40 -40 w -b 2 2 2 7 7 4 70 X 00 w -w w -40 2 : 2 7 7 • 7a X 30 40 -b 40 -40 2 1 a e • 2 7a X w 40 -w w -w 2 2 3 0 : 3 72 X 40 w -w w -4D 2 2 a e 0 4 72 x 30 w -w w -40 2 ! ! e • 4 72 x eD w -w w -40 2 ! : • • 0 00 X 30 - - w -40 f f 2 e e 2 NXw - - w -w 2 3 ! 1 7 3 00 X 40 - - b -w 3 2 2 e • 4 o X so w -40 2 2 2 e e 4 N X 30 - - b -4C f ! 2 1 7 2 NXw - - 40 -w 1 : 3 s s 3 10 x 4e - - 40 -w 2 a 2 0 : 1 N x b b -40 ! a 2 10 10 4 M x 30 - - w -4C 2 2 2 7 7 7 M X 40 - - w -40 2 2 2 0 • 3 ``�4,.TVW14 T L L 1 le4e gEF L / 1 • • 0,=CONsuunPIG 4-021C `Q, i Y( • No.4I371 ZLAVY, P.E. z ;G ENGINEER NE. SM / 10• O•• STATE OF41M A,10R %0•Z2 7020 P(214W" NAL �30 TTw\ r N110.Ow 3i•O•xfYaB Is•li fnl®!•0iE 7>al ASSEMBLY DRAING was 1100 70L ACME wmw AR IP I N/A IWALA7XN 1100 TWO BY BUILD DOWN BY OTHERS CAULK BETWEEN WINDOW FLANGE A FILL STRIP —I SHEATHING BY OTHERS PERIMETER CAULK BY OTHERS FIANCE TYPE WINDOW FRAME HUDER- FLANGE TYPE IMAM VANDOW FRAME SILL--\ PERIMETER CAULK BY OTHERS CAULK BETWEEN WINDOW FLANGE i WOOD BUCK 4 CAULK BETWEEN OOD BUCK III MASONRY OPENINGBYBY OTHERS CAULK BETWEEN FILLERSTRIP h BUILD DOWN BY OTHERS SECTION 1 1 1/8' MIN EMBEDMENT BY OTHERS. I SHIM AS REO'D. (SEE NOTES) INSTALLATION ANCHOR. GLAZING (TYP. SEE NOTES). J.A. 5 GENERAL NOTES.' 1) SHIM AS REQ'D. AT EACH. INSTALLATION ANCHOR USING LOAD BEARING SHIM. MAX ALLOWABLE STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL ALLOY 6053 3 CAULK BEHIND WINDOW FLANGE AT HEAD, SILL k JAMBS' 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHART SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED 9) DDEESSI N WATER ADS WILL RESISTANCE LIMITED TO 40.0 pSF DUE 70 WATER TEST REWREMENT OF ISX OF TEST PRESSUIGN LOAD RE 0.�g ACHIEVED IN TEST. 7) 13/16' TAPCON TYPE INSTALLATION ANCHOR MUST DY OF S11FF1LlENT LENGTH T8 pROVpE A MIN. 1-1 4' EMBEDMENT INTO 9JR57RATE js INSTALLATION SCREVI AT HEAD AND JA48S MGST BE OF SUFFICIENT LENOTH TO ACHIEVE 1 1/9' MIN. EMBEDMENT INTO WOOD FRAMING. 3/16' DIA. TAPCON ANCHOR R /B INSTALLATION SCREW TO BE PLACED I' MAX FROM CORNETTS ! 24' MAX O.G MAIL BETWE:?L 8) ED BY OBUILD THERS BUILD DOWN MUST BWN AROUND THE E OF SUFFICIENT SIRENGTHTO�DEQUATELTO BE TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. I) ELEVATIONTENDED TO LIMIT USE OF THIS PRODUCT NTO 1FIESE TWO CONHWRATI NS 94OW COMMON & THIS HSHEET S HOT IMPLIES TO ALL CONFIGURATIONS OF F1xND MNDOW FRAMING SYSTEM. ELEVATION Q 1 1/4' MIN EMBEDMENT. VIEWED FROM EXTERIOR ,.••"`1�1�F,�� --7 � S E F L E, ANCHORS ON : * ' No. 42371 S STATE OF _ A(OR10P' 6 I SHIM AS REO"U (SEE NOTES) "\ FLANGE TYPE 1 1/4 MIN. WINDOW FRAME EMBEDMENT GLAZING (TYP) JAMB 17 SEENOTES-7 !INSTALLATION vN�,_CAUL BETWEEN WINDOW ILANGE SHEATHING 4 IMAM ONE BY WOOD • PERIMETER CAULK BUCK BY OTHERS. BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK. SECTION 2 ELEVATION VIEWED FROM EXTERIOR YLA JOB 0 04-021F YOOSEF LAVY, P.E. 4r�lF. CONSULTING ENGINEER Im R7167T LANE am / lot tOtfl T. tm* M • Ean&% Is 7w • Fa a 119m - balm R 7m, DM1A& TOAA7 76747 7114 R 214 INSTALLATION DETAILS TWo BY BUILD DOWN SERIES 1450/1550/1570 DESIGNED PICTURE WINDOW DRN. CNIm !CLINE AR IP N/A MLm 7Dpp DATE DIE NUMBER 12/10/03 B 01S ALATION 1450 Pw INSTALLATION ANCHOR CAULK BETWEEN ONE BY WOOD WOOD BUCK R BUCK BY OTHER MASONRY OPENING BY OTHERS CAULK BETWEEN WINDOW FIANCE h WOOD BUCK 4 AA SEE a TABLE PERIMETER CAULK J/ u BY OTHER 1450 HEAD ---� I SHIM AS REO'D (SEE NOTES) EXTERIOR II SHIM AS REO'D 1459 SILL (SEE NOTES) PERIMETER CAULK BY OTHER Q CAULK BETWEEN WINDOW — FLANGE k WOOD BUCK ONE BY WOOD — BUCK BY OTHER INSTALLATION ANCHOR — 4 SEE TABLE I / L—CAULK BETWEEN J WOOD BUCK h MASONRY OPENING BY OTHERS SECTION 1 ONE BY WOW BUCK BY OTHER SHIM AS REO'D (SEE NOTES)---- 1458 JAMB — r 3035 METAL GLAZING BEAD — CAULK BETWEEN WINDOW FLANGE t WOOD BUCK PERIMETER CAULK BY OTHER WINDOW GENERAL NOTES: 1 SHIM AS REO'D. FOR L.EVEUN►G. 2 WINDOW FRAME MATERIAL ALLOY 6063 E F (3j2111 3) CAULK BEHIND WINDOW FLANJGE AT HEAD, SILL do JAMBS. 5 I A MI 4) CAULK FOR PERIMETER SEAROUND EXTERIOR OF WINDOW FLANGE. � 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLA§g SINGLE GLAZING IS SHOWN, ONSULATING GLASS IS ALSO OUALIFlED TZ 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. PQQ$$ITIVE• NO. 42371 i DESIGN LOADS WILL BE LIMITED, TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 5.(SP� ACHIEVED IN TEST. 7) 13/16" TAPCON TYPE INSTALL.ATIDN ANCHOR MUST BY OF SUFFICIENT LENGTH i p TO PROVIDE A MIN. 1-1/4' EMIBEDMENT INTO SUBSTRATE jB INSTALLATION SCREW ,41 STATE OF '•, AT HEAD AND JAMBS MUST BE OF SUFFICIENT LENGTHO ACHIEVE 1 1 N. M F� O R 10P,•' EEG�IENT� INTO WOOD FRAMING. 3/16" DIrA. TAPCON. ANCHOR tr 08 SCREW MAX. 1F1 'r3'AL �_ x PLACED 6" FROM CORNEFRS & 24' MAX O.C. MAX. BETWEEN. IE22 9) OWN AROUND THE CUIRVE PORTION OF WINDOW FRAME TO BE NEERED BY N OTHILD OTHERS. BUILDDOWN MUST SUFFICIENT BE OF SUFFISTRENGTH TO ADEQUATELY TRANSFER �O LOAD FROM WINDOW TO THE STTRUCTURE. 9) ELEVATIONS SHOW COMMON CmNRGURATICNS. IT 15 NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFICURATIONS, 10) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE QUANTITY LISTED WITH NEXT LARGER SIZE. v / L— INSTALLATION ANCHOR '�7 CAULK BETWEEN WOOD BUCK k MASONRY OPENING EXTERIOR BY OTHERS SECTION 2 ELEVATION VIEWED FROM EXTERIOR ELEVATION VIEWED FROM EXTERIOR GA 5A VAPARARVE ANALYSIS At ANCHCR CHART FOR GENERAL ALUMRAM SERIES 1350/1050/1070 DESIGNER P. W. ,NOOx Ofr•2 ice. 1un tN 1m MX,w Nth YID 4R IXR.WM MAWI P A aOCx6 MA®1 6 .Im. NAI] YS 0 HA727/ Wow 20 oM - ....A ,n1 Yw MF,10 ...NA � ,ipl�0 N 7R744[ ,• ,...r o,em,,,3rt IERM,WD ,-, ,..xAX N TWA,[ Nx®,�71 WOIH/ OE" PRCSRW DESIGN PRESSURE DESXN PR691RE AT EACH AT EAC HEIGHT CAPACITY M CAPACITY (PSF) C PACITY 0'sF) HEM sw 3AL6 HEAD sEl A" 20 x 30 -00 - - 2 2 2 2 2 2 20 x w -00 - - 1 2 2 1 2 2 20 X 46 -17 - - 2 i 2 2 1 2 20 X 50 -45 - 2 2 2 2 2 2 2D % 60 - -47 - 2 2 2 2- 2 2 20 x 73 -62 2 2 2 1 2 4 30 X bP-TO - 2 2 2 2 x 2 30 X w - - 2 2 2 f 2 2 30x4630 x SO - 1 2 x 1 2 2 b X EO-w - 2 2 2 2 2 ] x X 73 -6e 2 2 3 2 2 3 36 X 30- - 2 2 2 2 2 2 3e 1, w _ _ 1 2 2 T 2%X b32 x 20 -w - 2 2 2 2 2 3 x% 73 -54 2 2 3 2 2 3 w 11 b -53 - - 2 I x x 2 1 w x w -w - - x 2 2 2 f 2 w x w - -51 - 7 i 2 T 2 3 w Xw 2 1 2 2 3 wxw - -•, - 2 2 2 2 2 3 w X 73 -52 2 2 3 2 2 4 w Xb -u .- - 2 1 2 2 1 2 wxw —w — — : 2 x 2 x x w x w --47 - 2 2 2 3 3 ] w X b - -45 - 2 2 2 3 3 3 0X w - -64 2 2 3 2 2 3 w% 73 -61 2 2 J 2 2 4 w X 7 2 1 2 2 2 w x w - -sl - 2 2 1 3 3 1 46 X w - -w - 2 2 2 3 3 3 N X 50 - -43 - 2 2 2 3 3 3 w x w - - -12 N X 73 -50 1 1 3 7 2 w X b - -45 - 2 2 2 2 2 2 soX w - -42 - 2 2 2 2 2 2 Sox 40 - - 3 7 2 go 50 - - -W ] J 2 3 3 2 w x 60 _ _ -52 2 2 2 2 2 2 60 X 73 —w 2 2 3 2 2 ] 73 X 30 - - -65 3 3 2 3 3 2 A X 40 - - -52 3 3 2 4 4 2 73 X w - - _30 3 3 2 4 4 2 73 X 50 - - -50 3 3 I 4 4 2 YOOSEF LAM, P.E. CONSULTING ENGINEER 95M FOREST LANE, SUITE / 105 OALIAS• TEXAS 75243 1: (214)340-0049 F:(214)340-0097 FLORIDA LICENSE 142371 ft— w 1001 W. Q.* IL • C-dlp R 75DW .ILL In 119M • D" 12 7591 INSTALLATION DETAILS TWO BY BUILD DOWN SERIES 1350/1650/1670 DESIGNED PICTURE WINDOW u,H n , suu AR FA N/A 10/14/04 1 b I 1350DIS—ASSY X.A. 6 NOTE: 1) DESIGN PRESSURE CAPACITY OF WINDOW 6 INSTALLATION IS 40.0 PSF. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS 0.099 INCH. DIA NAILS. PLACE .099 NAILS 8' FROM FIN TYPE CORNERS MAX k S' O.C. MAX BETWEEN. FRAME JAMB V MIN. 1' MIN. 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH EMBEDMENT SHEATHING EMBEDMENT DOWN TWO BY WOOD STUDS, USING /8 SCREW OF SUFFKIEHT LENGTH TO BY OTTERS BUILD BY OTHERS PROVIDE MIN 1' EMBEDMENT INTO SUBSTRATE PLACE SCREW / 6 MAX. FROM CORNERS R 24' O.C. MAX BETWEEN. INSTALAIION µ04OR 4) SHIM IF REOUIRED FOR LEVELNG. —SHEATHING CAULK BEHIND FIN 5) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 0063. BY OTHERS 6) CAULK BEHIND WINDOW P1N AT HEAD, SILL h JAMBS GLAZING ((TYP.))__j CAULK BEHIND FIN. 7) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. SEE NOTES 8) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF AS1M 1300 CUSS CHART- INSTALLATION ANCHOR PERIMETER SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. EXTERIOR CAULK BY OTHERS 10) ELEVATION SHOW COMMON CONFIGURATIONS IT IS NOT INTENDED TO LIMIT PERIMETER CAI" BY OTHERS USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS THIS SHEET APPLIES TO ALL WINDOW WIDTH CONFIGURATIONS OF FIXED PICTURE WINDOW FRAMING SSTEM. 2 RN TYPE SECTION FRAME HEADER GLAZING.)� SEE NOTES-------"" EXTERIOR FIN TYPE FRAME SILL PERIMETER CAULK BY OTHERS INSTALATION ANCHOR CAULK BEHIND FIN SHEATHING BY OTHERS SHIM E REWD 1' MIN. EMBEDMENT 1 ELEVATION VIEWED FROM EXTERIOR 2 r r,��NNTIIII S E F L LEF,i.J� �+ L� ' Ili ,♦ i No.42371 i �p W� , 0 ••• STATE OF au II77 F 'I0 I I ELEVATION VIEWED FROM EXTERIOR 2 CONCRETE OR MASONRY OPENING BY 07NERS ONE BY WOOD BUCK 9Y OTHERS SHIM AS REO'D� (SEE NOTES) STUCCO BY OTHERS PEFUMETER CAULK BY OTHERS GLAZING — (SEE NOTES) DOEROR INSTALLATION ANCHOR VIN TAPO i ARE NOT REO'D.) �-- NSTALLAT10N ANCHOR 3/'16- DIA. TAPCON CAULK BE1T1EEN rD00 9uyCm a MASONRY ONDINO BY OTHERS 1-1/4• NN. T 1 /4• HAIL S 4 MAX DOOR FRAME HEAD Dom HEIGHT SHIN AS REO'D (SEE NOTES) DOOR FRAME - JAt GLAZING (SEE NOTES) PENwrTER G1AK BY OTHERS SNCOO BY OTHERS DOOR VAOTH ONE BY WOOD soot By aTHots INSTALLATION ANCHOR //B6 "TA WTI1P00NS ARE NOT NEO'D.) a CONCRETE ON MASONRY '0. OPENING By ICITHG • . A BY 0111k7H7 4 I `INSTALLATION ANCHOR 3AIr BA. TAPCON A. "'I— CAULK BETAIM W000 BUCK t MAST OPENING BY OTHERS MN. ENT 1/4- MAIL SHIN SPACE SECTION R-F3 CAULK BEt1IEOH WOW BUCK • ONE BY NAVY OPpy1C WOW BUCK BY OTHERS BY OTHERS ° d d - d • ,-,/f ) SUONO BASS DOOR MIN. HOOK STRIP I f d LIBERALLY AP R.7 CAULKING ° v EN8EOL1ENT UHDQI SILL DR SET SILL IN OF CONCTETE� v. G d H GLAZING BED (SfE NOTES) COHpETIE ON INTMLAITON ANCHOR MASONRY OPENING SECTION A -A BY OTHERS J 6 CIA. TAPCON tsm 1 Dock wawa: Aalumm ALNLOr am T t AFOIMM MINT t OF YNfNR LDIGM TO AO9M WL ONLOR OP 1-1/i INTO A� Y" ON�L 3) ALIONAN TA/OON INI MLAO01 AIIOIOO RIGHT 10 449L N ALL FRAME L®NOLL 4) LIE LAID CUSS SON PMIVM 9EAl AIIXLBO a1D9a OP ODOL �•I) i DIACT DOOR M. NOT LRBI® N ANCH I MAR . UK ANOI01 LXINLIRY MSim RN LOT LARNK M FOR THE ARIIMSAIS OF9N6 r'RXJwR! w • FOR POOR► DOON,921131 UN[ 4{pR4T.DWASS 0000 WK A mIYNIIRAIION TO MOOD OPD•N4. OVED. TDlD® 4LANS TNOO[DPO S MAY WMY PNIUMMINTS SWINGQJlSi GG 7j NdtMA1FD RANI >t1s•L 1OLSS GLA1sN ALSO APPR OFASTM O3C9 CUM O1Mls ASS DOUR LOCK q ORAD AWKIR NLIUID s Rlm 111M OM sat[s. Q ammNT LLaam 1�0 f80 ! W vmmmr INTO t10WMBXZLm HQOK STRIP DETAIL M)) Aar / as IS ,WEB L WOO Na,IFIN A MAL "If WAII ExoL I Nr AO SIM. AT FA tT OP• MIOflMIAnck All-1ML WAX AILOWAX NNN SLUM T9 14 1/4 C .; 11 ALL NSTALIkim AN01D119 IW14T t M" W..-Od910SIOL AENBTNN MAIOOALIL Q 1 OOr j171®W WOW MM AM •? RON ISE NT9 Ft® PAM AP4RIM OO TICURNININS AM 1S MW Ot NSTA"" cmm ,a) RIOT ALL GO••01rA11TIN14 U41® mm me so" SIR la moor. "mm wrm"Im Wawa•A-a•. D 4• a Wool SIM 11CM APRT '10 F S131IMlON_ M ALL AFPPOIO IOMMI,AT"M is)) 1,at ALL.ONA S V%ON0 217MON TAFOw AF1010R4 TO- s N a& uU SOeO 4V *ONO CUM OOdI N DML *0 PINT AULO APNO TO 430 • 40 • NM I• MONS DOOR 01 N•TMM N 'MCM.FNAM9 %"WCVJM UM /�110 avN+s 0 9Vr1OOR umm 1D Aoww I-RAr MN. DMISKI T BRIO NAISTWA1L ft#M p0 TIONR9 r rROM OXMOOM A le Oc MAX _ TAPCON INSTALLATION CHART CALL DOOR LOCATI I I" a SILL JAMIN N STRIP UP TO 44 Psf 41 PSP LIP TO UP To-44 P SIZE SIZE 45 PSF • To W To 70 70 PST 45 PSF To W TO 70 OP PSF.ON PSF OP DP DP PSF DIN PS► OF J 4 3 4 4 6069 X0. OX, XX 72 X 80 4 4 4 4 3 4 B 9 4 3 4 0 10018 )A w X% 120 X BU 6 6 7 4 3 4 S 6080 XO, OIL XX 80 X 96 3 3 3 B 4 3 4 4060 Xq OX. XX 72 X 90 3 J 3 B 4 S 6 BOBO X0. OK, XK 90 X 96 4 48 5 S 4 0 4 7468 OLIO -3/4 4 8 4 ] 6 19068 090 140-NA X m 7 7 0 4 3 4 S 1. M ow191-a/� X so 10 11 4 3 1 4 S 79110 am 8t-3/4 X 48 B 6 B 6 4 6 6 low ONO 1D9-VA X M B 6 6 S 4 4 1 1200 OUm 140-a/4 X 98 7 6 4 6 IJ 3 Sa--OAS 11 2068 X•X 106It X 80 4 4 6 4 7 4 0 12068 )O% 142-Ww X w 77 8 4 3 4 S IBM X01 17a-•/N X BO B 10 11 4 76B0 10X BB-./N X 96 0 S S S 0 4 2000 IDX 106-•p % 96 B S 8 S 4 4 4 12DBO XIX Z-V " X 96 7 6 73 6 4 4 0 a it120" Iom OXRO, XXXX 144-N X 60 7 7 6 4 3 4 S I m64 Om mm 192-14 X BD 9 10 12 4 3 4 S 10080 01010. XXX% 120-401 X 98 0 0 7 1 S 4 6 a 120M OMX1IXX 144-4A X 00 7 8 0 S 4 0 • ON 1 12 14 S MIN. EOMF]HT _ \� COIfAE1E 1 OR MASONRY OPENING By \� STUCW DTI BY OTHERS CA" BETVEEX `^ WOOD BION DOOR HOOK STRIP LMHD0IM wX1T1H —{ A --I EXTERIOR ELEVATION RI 17 INSTALLATION ANCHOR 3/14. OIL TAPCON.. yt IJAp 1' J •A�` ♦. , . •M11lPI0q' ,c` .QJ . v F •. 1001 f1•i) NL • ODIAIAy lJt Tl001 • Pd Bs ltlml WTI lot O_ 7 :19L twAON am�11e,1 // DOOR SERIES 420/4304-40 SLIDING r ��• • INSTAUITION DETAILGLASS o,♦r BB N A of/zo/o2 B � wa•OI GEN-0024 —mm Inver. AIr10Ats aAo.a a s ARrYI-L lM. Yt • L M-ft RASA ate+ FA-. AO N- m roan NsaN TW PY IOOO OVCH ANCHOR �COMCP7��Y 3/,6' DIA rArow, r F11011 OPe71110 Op t 13-1/Y O.C. MAX BY OTF MY ORt11] 2ITT aan 2 IT 6; HOOD Butz BY OTHERS d (SEE mot N) SHM AS RKOD (SEE UNDIES) a Q • Q . STUCCO -� aY OfO•HOIS CAJAX BY OTHOIOS DOOR FRAME EXTMROR CLA21"o (SEE NOTES) CQWCX%TE OR MASCWY OPE BY COTIRS .d ANCHOR SHIM AS REO'O -- (SIX MOTs) ODOM DOOR flUW[ONRY ' 4AAIs - -T 1-1/47 MILL (SEENOTES) 1 1- MAX - SPACE .( 1/10WIN. PtRNMETER CAW( By OTHERS I SYY OTHERS am HEI[M I DOOR ROOM - 1-1/4- WIN. -..{ EMBEDMENT WIN CONCF E OR MASONRY OPENIN Lif - . BY OTHERS O p �- Tao en wow . 3IN11[M ANCHOR TAPOCH 6' T' TT10M ENOS IN 13-IT 6C MAX /Y 0 ERS NSTALLADON D ANCHOR N Sarn CAWS KIWEEN TA700 BuoE • WAVY OPENING BY OTHERS � a. WACE 2 BY 6 OR w1NDao GY OpVts SECTION B-B Ism MOTE so) N \/ I IT Ta 33//11Om M Sd E71 T ,AitOOM N CALL DOOR TAr1;oMS SLL IICAD ak, HOOK STaP SIZE R SIZE IN UP W 46 PW Of PV LIP TO 46 PST 1PST V TO UP TO CONFIGURATION INCHES 45 ►SF m 60 TO 70 45 PSF TO 60 1070 70 PSF 70 PSF OP ►>F.OP PW ON ON DP OF OP OP 6Oe6 XOL OK XX 60 x 80' 3 3 3 3 3 3 4 3 a06a HOD OK XX 72 X 60 4 4 4 4 4 4 4 3 6066 x0 1x< 1ST 66 X NO 6 3 6 3 ! 6 4 s Ions XO. OTC XK 120 x a0 a 6 7 6 7 a { aMD. OR. xx oa0 W x 96 3 3 3 3 3 3 6 e 6040 X0. OIL XX 72 X ON .3 3 3 ♦ { 4 6 6 GOING X0. OIL XX 96 X 06 4 4 i 3 j 0 iCD(O 6 I 90" Ox0' LOP -SA x 00 a 6 a 6 6 7 4 s ,toga OXO 140-3A X 00 7 7 1 7 a 10 1 .1ism ORO let-aA X 60 9 10 11 9 12 14 4 S 7610 ONO 91-3/4 IT a6 6 6 6 S S a 6 90/0 OXO 106-3101 X ♦k a 6 6 a 6 7 a 6 12060 Oxo 145-3A X 96 7 a 9 0 10 12 6 a 1_ if 17 To 13 167 6 IT OWN lax 106iM x 60 S S 6 S • 7 1 0 120" WX 142-0/M X 00 7 7 0 1 9 10 4 3 150" )mI 176-M4 X a0 a to 11 6 12 14 4 76a0 )OR W" X a 3 S s a 6 S e 6 0000 xex 106—GAS X Is 6 3 6 S 6 7 1 6 lam XOf 142—F/It X 96 7 61 N2 6 6 1 10 15 'OM 1206G00" OXX0.)00o1ONSCO X a0 7 7 D 7 9 10 4 j 1606a OICO. x)OC 162-MI x GO 9 11 1! 10 13 IS { 3 IBM 01010. 7000E 1:2*4/-1A I20-SA X 96 6 a 7 a a 9 6 a 12M OXVA X= 1RRas armn Hof! 144-GA X NO 1S2—AA x 6R 7 9 a 12 9 14 a 11 10 14 11 17 a a A CONCRETE a - OR MA30MY v Q Q OPDDMHO Q 1 1-1/4' HON. OlS LIBERALLY APPLY tKIL N0 • ' C. ♦ [JIBF3 Ni SLUNG ASS DOLE 4 UMOWt S&L OR SET SLL IN A ' HOOK STAID I 4 I BED OF CONCRETE V. Q CAULK BETTED a000 9" r 4 • MA3Y OPENING BY OTHERS SECnON A -A WNLATION ANCHOR d ROD3 3/1C VA. TAPCON . 1) COW wTERIAL ILIMHW IU.Or ON& ' >D WCON WE NSTAL AXCI ANCHORS O SILL MAT S OF YIF► ICUT UAON TO ACRW Gil OY[ONrt Or 1-1/4' am /AAS4iY C oiHrnE1E. A 9Cx9 HgrAlAA110N A1010Q HART MEv MNr100R 11Ag1H 10 ACHIEVE A WIN. R N [II�AQfl OF T- am Two Om S10L At1M1MTE dP00HI MS7M410M MHGNORS FT.INT 19 MOI N MAW 1iL • UK MILK ra POS EIQ IGL AICSO. OTTGIA OF 00W- a 9lxAtx am SIZE a NOT LIM N MSTAtul10N AIXTIOR CHI It wE ANCHOR awHlri LISTED MtN NEXT I"= WIL rm THE AF "Myt D[ M PRSa OEM 6 /Q FOXY OOC1 RD TIN ILOMI 61►ASS OOOR S0: a COWNRNAVIC H 10 F16940) OPDMp ENO N! AI"W%M mi►OO W41 TMMM MAY VARY Pq I0WR0H 11S OULA1W WW aAt6 CHARM AM I) ALL 9ACTCIY AHMED HMO NOT OgOO FOR TA►C0N NOW VORID W ftM MN 00 SLEW OF WFICYR Wolin TO FWAX HK 1- MOMENT MHO TKO 6Y HOOD iOl 6)) Ma / SLL COMM ARE TO 6E KALD MN A WALL J WIT TEAM UJIM 10) 80 AS IMR AT IA NT OF NSTNLANCI ARCHES MN LOW ttAA6Aq "K MAX ML.OHNIE Sr STACK 10 IN: SAY. 11 ALL 0WAlL IMIR AN04M MJV TE MACE Of CCMOMCI MM MH1 MA/06M1 I2� mu *xa r RVRtSDHI/ MOWW PANEL AND V ITNETAM FIRED PANEL APPR010 OWIOURAlO1S AM AS CLAII4C u1SD CI POTA"Tof WANT, CBE HORS) 13) NOT ALL COgICM111C0 USTEO AW4 ARE SHOW ON 11" ORWML NC6MVC1 NSTM AINON 11211I -A-A'. -/-a- a He= "MP WIAL APPLY TO fWAILALL OF L AFFYOM M COWNCMA1ICIL SUONC CLASS la) MAX ALLOMAMi SPACING R71EEN TAPOOPI ANCHCC N NAME ILL 10 BE 24- CA a" N1EII,L)d 15) SEES 430 SAC GLASS D00S.14S . OW ➢4S. PONµSO T AFR;NOVELS TO AM a 44NOVEL 16) SD OR US 1000 6lxx 10 TE W3SIRY rAXWO 10 NANSOR THE MAN 10 NE MAXPR', CCOtR 00 OIIEa HOOK STRIP DETAIL S6AACNAL 9AWIPAI. - 17) OCCI PHE.Sl.NE CA►AOTY Or PAOM CT 10 81 3L0 PSI. 1-1/4- MN d c�EirlHo+r NY OWNERS --sEllm wow w SLUNG Iq�OK S� NSTAL2ATICH ANCHOR 3/16- CIA TAPCOH A EXTERIOR ELEVATION �, eP� TAB•: vNQ_�' )R— ��. • CHHIIIIkR R 7S0a6 • ►.t bs Ig0)2.9ei6L TE )Skl a SERIES 420/430/440 SLIDING GLASS DOOR INSTALLATION DETAIL WITH TWO BY BUCK IN MASONRY '•41►1u1/4►� _ I i2/O3/02 1 0 1 GEN-0027 tnlaw vuvoi%o%p N GENERAL ALLMNUM CORP. FLANGE HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORZ EXTRUDED ALUMINUM TUBE MULLION #1443 SH S¢ES WHEN USED FOR MULLING TRANSOM MULL SPAN)- WOW. HGT. V 53.000 61.000 74.000 90.000 90.000 96.000 106250 26.000 197 136 81 62 40 32 22 38.375 175 119 71 54 35 28 19 50.625 163 112 65 49 32 25 17 54.625 168 111 64 48 31 25 17 55.625 168 111 64 48 31 24 17 63.000 168 110 62 47 30 24 16 72.000 168 110 62 46 29 23 16 84.000 168 110 62 46 29 22 15 NOTES: • CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION 01445 USED HORIZONTALLY. • CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN OR LESS • WINDOW HEIGHTS SHOWN ON "r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT M11IDE TRAM90M HEIGHT. • READ MULLION SPAN AND WINDOW HEIGHT IN RICHES. • DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. • DESIGN LOAD CAPACITIES SHOWN ON THIS 04ART DO NOT CONSIDER ANY STRENGTH OBTAINED FROM FRAME MEMBEtS OF ADJACENT WINDOWS. • Om m - U175 • CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2R701 FLOR04 BUILDING CODE PREPARED BY: PRODUCT 7ECVffO Q"CORPORATION 1150 LOUISIANA AVE SUITE d WINTER PARK FLORIDA 327M PHONE 407 62245334/ FAX 407 642.633E CA020039 20%kreW 01-1201 MULLf"" ANCH BRACH WINDOW FRAME JAMB (TYP.) GEN-0457 ;TALLATION ( MULLION CHOR 1 I DIE NO. 1448 rp.) II II #8 SELF TAPPING I II I SMS (TYP.) i I MULLION BRACANCHOR �- TWO BY WOOD FRAMING MULLIVIN DIE NO. 1448 SECTION A- A EXTERIOR ELEVATION INSTALLATI ANCHOR (TYP.) SEE SECTION B- NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. ODETAIL AT SILL IS SHOWN, DETAIL AT HEAD IS SIMILAR. 2) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1" MIN. EMBEDMENT INTO WOOD FRAMIING. 3) INSTALLATION OF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 FLORIDA BUILDING CODE WITH 2O02 REVISIONS. IT IS THE RESPONSIBILITY OR OWNERS TO DETERMINE COMPUANCE ON A SPECIFIC STRUCTURE. 4)DESIGN PRESSURE CAPACITY OF INSTALLATION AS SHOWN ON THIS DRAWING IS f62.0) PSF. B � ZpliiM1itt�tl��� NOTE2 e Ft A ON GENERAL ALUMINUM CORP. CARROLLTON, TEXAS ' FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1448 BB DA'Li 9 /n� /n2 ---- w-" --HALF I YA"L ---- I DW "*GEN-0457 MO*A1tD OM M1MM WOOMMY =W1 1100 IVM" AW- WOMM P&W- RON" "M MOM 4CY-4? 43" SAX Wy-.At-"* N GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES WDW. WTH. a Wcw. HGT. V 18.125 25.50D 29.500 38.000 47.000 52.125 25.000 1245 1151 1151 1151 1151 1151 37.375 469 383 360 345 344 344 49.625 236 184 168 152 141 140 53.625 183 142 129 115 104 103 54.625 172 133 121 108 97 96 62-000 115 Be 79 70 61 59 72.000 72 54 49 42 36 34 84.000 44 33 29 25 21 20 ' CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FIN SINGLE HJNG AND PICTURE WINDOWS READ WINDOW WUrH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION MD FRAME ANCHORS SHOULD BE CHECKEDE IN EACH SPECIFIC CONDITION. Om@c ■ 1.1175 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 20D1 FLORIDA BUILDING CODE. PREPARED Br PRODUCT 7ECHNOLOOY CORPORATION 1150 LOUISIANA AYE. SUITE 8 CA020037 WINTER PARK, FLORIDA 32789 29-JVP03 PHONE 407 84243341 FAX 407 622.8335 01-1201 N GENERAL ALUMINUM ALUMINUM MULLION, DIE *1442 WITH NO REINFORCING BAR VERTICAL MULLION DESIGN LOAD CAPACITY CHART COMPARATIVE CHART IN DESIGN PRESSURE - PSF FLANGE VERTICAL SH SIZES WDW. WTH. > WDW. HGT. V 19.125 28.500 30.500 37.000 48.000 53.125 26.000 1062 987 987 987 987 987 38.375 410 340 321 307 307 307 50.625 216 172 158 143 133 133 54.625 169 133 122 109 99 98 55.625 160 125 114 102 93 91 63.000 107 83 75 67 59 57 72.000 70 54 49 42 36 35 84.000 43 33 29 25 21 20 CHART APPLIES ONLY TO MULLION 1442 WHEN USED TO MULL SINGLE HUNG WINDOWS AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDITION Dmax n U175 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE 2001 FLORIDA BOILING CODE. PREPARED BY: PRODUCT TECHNOLOGY CORP. 1150 LOUISIANA AVE.. SUITE 6 WINTER PARK. FLORIDA 32789 NNE 467 02-M 1 PAX 407 M- 211 Florida License #47946 CA020140 18-0at-03 02-M INSTALLATION ANCHOR (TYP.) MULLION ANCHOR BRACKET WINDOW FRAME JAMB (TYP-) +` //GL�EN-0454 i I l MUWON GA. 25 I I I DIE ' NO. 1442 II ' MULLION I I I I ANCHOR I I I 1 BRACKET I I I I I I INSTALLATION ® #8 SELF TAPPING (TYP,) ANCHOR SMS (TYP.) a v 4 v SEE NOTES ° a a a #2&#3 CONCRETE OR MASONRY a v SUBSTRATE SHOWN, WOOD ® �� FRAME SUBSTRATE ALSO APPLIES MULLION DIE NO. 1442 SECTION A- A LID 1-0 EXTERIOR ELEVATION 9-11-02 I A DATE I SYM. REMOVE ANCHOR SPACING DIM. REVISION SECTION B-B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1442, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION. ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8° MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT HEAD & SILL. 5) IN AL OF MUWON AS SHOWN ON THIS SHEET COMPLIES WITH THE 20041 D G CODE 1MTH 2002 REVISIONS. IT IS THE RESPONSIBILITY C ®NE COMPLIANCE ON A SPECIFIC STRUCTURE. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS FLANGE VERTICAL MULLION INSTALLATION DETAIL w FL ALUMINUM TUBE MULLION, DIE NO. 1442 mrA — — — — om BB ARRM —=-- o"'L 8/21 /02 e BY N�A - e.- ° W^ — — — — st+ HALF IMA"---- °r° M°`GM-0454 INSTALLATION ANCHOR (TYP•) MULLION ANCHOR BRACKET WINDOW FRAME JAMB (TYP. ) G.A• 216 ID'"O' GEN-0459 I I I I MULLION I II I DIE NO. 1442 II MULLION I I I I I II ANCHOR I II I ' BRACKET I I INSTALLATION ANCHOR #8 SELF TAPPING (TYP.) ® SMS (TYP.) c c v v a a v o 0 -- a a 4 ° 1-1/4" MIN. SUBSTRATE ° a EMBEDMENT LION DIE NO. 1442 SECTION B-B DIE SECTION A -A EXTERIOR ELEVATION NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1442, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT SILL ONLY. 4) INSTALLATION OF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 FLORIDA BUILDING CODE WITH 2O02 REVISIONS. IT IS THE RESPONSIBILITY OF OTHERS TO DETERMINE COMPLIANCE ON A SPECIFIC STRUCTURE. 5) DESIGN PRESSURE CAPACITY OF INSTALLATION AS SHOWN ON THIS DRAWING e GENERAL ALUMINUM CORP. •.. � CARROLLTON, TEXAS �'� , ♦; mm' PRE —CAST SILL MULLION INSTALLATION DETAIL „ W/ALUMINUM TUBE MULLION, DIE NO. 1442 BB 12/05/02 1pTE�� �a trr/iT -- scKr: HALF wn:---- DatoGEN-0459 + himuer imouaiogr =W., logo ua~ Ka- w" •m. " w grew mcm am -en -am r*s ,or -as -sue G.A. 28 MULLION ANCHOR BRACKET WINDOW FRAME SILL (TYP.) X 0 WINDOW —` FRAME HEAD (TYP.) SECTI❑N A -A Elm 1 INSTALLATION ANCHOR (TYP.) #8 SELF TAPPING SMS CTYP,) MULLION DIE NO. 1445 SEE NOTES #2 L #3 MULLION DIE NO. 1445 MULLION ANCHOR BRACKET SECTION B-B JWG No GEN-0456 D a D . D D INSTALLATION a ANCHOR D (TYP.) v v v D Q D CONCRETE OR MASONRY SUBSTRATE IS SHOWN, WOOD FRAME SUBSTRATE D ALSO APPLIES. v D ° v NOTES, 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO . SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. 5) INSTALL MR P LION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 FLORIDA D37JG +��1 i►jjH 2O02 REVISIONS. IT IS THE RESPONSIBILITY OF OTHERS TO DETERMax,xw&IkNs _a _ SPECIFIC STRUCTURE, ��`�/�;¢11•• -t f. r A V ,0 GENERAL ALUMINUM CORP. _ CARROLLTON, TEXAS TMJD FLANGE HORIZONTAL MULLION INSTALLATION DETAIL ,��, Q, • �1 ALUMINUM TUBE MULLION, DIE NO. 1445 EXTERI❑R ELEVATI❑' `21I BB 8/21/02 02l 9 VTM, ---- w'" HALF I MTU---- FA 10GEN-0456 PowyA a " PIURW TMmMX M9 OW. IM LMEBU M AVL. VW= /MK rinUMf 327f9 Mf)t my -all -um rAr Off-r-as 9.AI P REO'D ONE 0111000 --- DUCK Dr OTRR INS'A"AIlON A71Cr10R. CAIAK BCTMEEN BLOCK CAULK BETY&DI 1111,100111 It MGE Y WOOD BUCK MA.SO�tY d'kNMC 9Y OTI[RS YINIMI IIR CUAK NY OT4R 1w IRA\Ilr EX �� AyTN.E pqRI ��O wwR T11VW rRALC SII I PLWYC T[A CALUc By OT ER D � I'ME CAST SLLL Or OT.LRS 1 1/1- MN. Q EN000MENT ✓_-_ SHIM W REWD. BUCK BUCA wotlr— FLANGE TYPE wNOOW IRAYE JAMB PERNET[A CAULK By OTHERS fANDOM MOTH FXTERIOR ONE BY ag00 D" BY OTHER MN, -SHIM if REWD. Q a L INSIAL[ATION ANCHOt a ---,,—CAULK BE TAEEN MASONRY OPINING By OR1E11S CAUIN BL1aiLN \ wN00M rE ANOE rf000 BUO( SK TION 7 -..--_,----wNnow YAI/I, A I) J INNUUW W. F - SECTION 1 APPROVED (OVAL Cr NFRA; NOTES' 11 I) SHIM I REO.O. FOR UENWNG .•,-_•�., a CAIAJI DCME61 7AN001Y rtma WlL CAST SILL wIN I.Uu(lY 110 ADHESIVE CAULK OR 2) VAVDOw FRAME MATERIAL ALLOY 6053 J �) CAU X WIND YANDOW FIANCE AT HEAD ANO JAMBS. j \''/� 1) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WANOOW FLANGE r I F y /y �I OIV^' 5) D(SICN PRESSIRS 9100 ARE BASED CM YNI CAPAOTY MIt PMWJKS TOR 0ASS IMIM17% MUST BE DCTEMM I" ASIV-130D CLASS CHART AND IN( 9AAELER VALE[ OUST BE USED FOR DEWK VIEWED FROM EX ILRIOR 6) MERE %ATER RCSKIANCI WST KOUIOUIT Or 15X OF DIEM LOAD WOUES D19CN IOAD VAL BE WILD To 1000 PSF, DUE To EATER JEST FRESSIIRC Or 610 PSE AOIIM ON ?EST k) HSTALL►1101t nool (RAN[ 11N M N OMCRCTE OR MASONRY OPENNO USNO 3116' TAPOON ANCIKR Or S,AT1C01 LDIOM TO PROVDE WOW 1 1/6* EMBEDU(NI NIO SUBSTRATE AT LOCATIMS 9gW11 ON OHARI 6) 1 L7AC1 04DOW 91L IS N01 USIED N AmCKCIA 04A111• USL ANWOR DJANRIT USRD 11TH NLA1 LARMN 90: 1 SCFEF E 111 ' No.42371 70 v * 6c w STATE OF i ,� ,� ' . �•� R 0 Not•'' r Ff''•. .. V AIr11T 0 N ;;`„lE ` G.A. 30 SSB ANNEALED 0S9 ANIILALl(l CALL MANDOW CLASS DESRDI GLASS DEWI TAPCON AN01OR LOCADCN SIZE SIZE (INCITES) PRISAl1L PRLSM LOCATIONS WAOIY N PSF CAPAOTY N PSI If le in . N -M -M -7M -10a Ac r.nN1 U 11 In . >• 311,V -77 -7, -,13 ' -1q AC LaH, 1 -0 -5e . -111 A-C r.wv I4r1 la In . 64 1/1 -1. -ISO AC ven) \.d to In . b 5h _N _. -147 -117 A.c IA"I D ,a Ih . N -•3 -•3 -,37 -IM •.0 Ot.r.0,1/ D to 1/1 . n -a -a -,Is -Eta A,c 0.4.1 c.1 -1a -10. _ Ac oxi.e.r or -13B .130 A.c In . „ -4-7 iN7 Ia In . >• 3n -56 -56 -Ia -1c6 Ac La1� 1 -1r -U Ac r.nH, INN1 1• In . 5/ en -N -M -t00 -,0 o 0 .,[ r.O N, IN4,1 i 1n . N ah -43 -43 -too -100 AC ..0 LO N! IG/lr IN1 IAa If1A . 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YLA JOB / 06-222 N�'4+•1. YOOSEF LAVY• P.E. CUNWt 114C kNOONLLN 1■,a6.ar M,v�• 11�•IarplO•M•p N6 6550.rMi5T LAM[- SUM F la ASSEMBLY DRAWNC 6ALLAIL 11:I4e )5117 1 (111)7.0-oaa r: (71.37a-OOri lRta 1.5pn}5a/15ro IE CI W vSClt M,W ■Mea. fLONIDA LICENSE / 62371 AR IV N/A • .uw w ,..D5/25/01 own ... H 7 1NsruATI; +.9. 1 O/vA3 3 'F--' 0 ['17 \3\ C H i 33-0-0 M In U U U CJ3P CID CJ5P 0 EJ7P I" 1 EJ7P EAST COAST LUMBER TRUSS DIVISION CUSTOMER: ENGLE HOMES JOB NAME: 1OX33 PORCH DATE: 10-20-99 REVISED: 1 1 -07-05 SB33SHRT co I W r- IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 61G15S-31.003 (3) (c). EAST COAST LUMBER IS THE "TRUSS DESIGN ENGINEER". TRUSSES ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004. ALL OTHER BUILDING CODE DESIGN REQUIREMENTS ARE BY OTHERS. 2255 AVOCADO AVE. MELB., FL. 32935 ® OFFICE: (321)254-1581 FAX: (321) 254-1582 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (772)466-2480 FAX: (772)466-5336 *BUILDER'S WARNING* * THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. * FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI-B1 SUMMARY SHEETS AND FINAL CJiP ENGINGEERING SHEETS FOR EACH CJ3P TRUSS. * SEE FINAL ENGINEERING SHEETS CJ5P FOR NUMBER OF GIRDER PLIES EJ7P AND CONNECTION. * ALTERATIONS AND/OR REPAIRS TO EJ7P TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. * BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT 1 APPROVES THEM IN ADVANCE. 0-3 DESIGN BY ACJ ACAD BY KSM DESIGN CRITERIA COUNTY: _ CODE: FBC—ASCE 7 LOADING: TILE MWF SPEED: 120 M.P.H. SCALE: 1/8" = l'—O" EXPOSURE CATEGORY = B MEAN HEIGHT: 15'-0" IMPORTANCE FACTOR = i BUILDING TYPE: = ENCLOSED TRUSS SPACING 24" O.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF TC LIVE: 40psf TC LIVE: 20psf TC DEAD: 10psf TC DEAD: 15psf BC LIVE: OOpsf BC LIVE: OOpsf BC DEAD: 05psf BC DEAD: 05psf 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 8,G,H)' NON —CONCURRENT BC MOVING LL 200# FBC TABLE 1607.1.31 DEFINITIONS MWF = MAIN WIND FORCE TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD - psf = POUNDS PER SQUARE FOOT # = POUNDS _ ._ � �-� � c� �, < � �- _. �: �. L��-F��� c 1 I 50-0-0 SANTA BAR BARA ELEVATION 1 UPPER ROOF 2—CAR 66 Q 47-4-0 2-8-_ 30-8-0 50-0-0 16-0-0 s� 1 �i � I � I � I I I I I II / •� II I I — — — — — — — — — — — — — — — — — — — — — — 19-4-0 0-4 7 EAST COAST LUMBER TRUSS DIVISION CUSTOMER: ENGLE HOMES JOB NAME: DATE: 4-30-97 REVISED: 2-8-06 PAGE 3 OF 3 SB12CUR w cn Q IN ACCORDANCE WTH THE FLORIDA ADMINISTRATIVE CODE 61G155-31.003 (3) (c), EAST COAST LUMBER IS THE "TRUSS DESIGN ENGINEER". TRUSSES ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004. NOTE: BY APPROVING THIS PLACEMENT PLAN, THE CUSTOMER ACKNOWLEDGES THAT THIS PLACEMENT COMPLIES WITH THE STRUCTURAL INTENT OF THE PROJECT. 2255 AVOCADO AVE. MELB., FL. 32935 ® OFFICE: (321)254-1581 FAX: (321) 254-1582 5285 S? L U..IE BLVD. FT. PIERCE FL. 34946 OFFICE: (772)466-2480 FAX: (772)466-5336 *BUILDER'S WARNING* * THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. * FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI-131 SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH TRUSS. * SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES AND CONNECTION. * ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. * BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. DESIGN BY: ACJ ACAD BY: KSM DESIGN CRITERIA COUNTY: - CODE: FBC-ASCE 7 LOADING: TILE MINE SPEED: 120 M.P.H. SCALE: 1/8" = f-O" EXPOSURE CATEGORY = 8 MEAN HEIGHT: 25-0" IMPORTANCE FACTOR = 1 BUILDING TYPE: = ENCLOSED TRUSS SPACING 24' O.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF TC UVE: 40psf TC LIVE: 20psf TC DEAD: iOpsf TC DEAD: l5psf BC LIVE: OOpsf BC LIVE: OOpsf BC DEAD: 05psf BC DEAD: 05psf DUR FACTOR: 1.00 OUR FACTOR: 1.25 ADDITIONAL LOADS PER FBC & FRC NON -CONCURRENT BC LL tops( FOG TABLE 1607.1.27 ERG TABLE R301.4 (NOTE B) CONCURRENT BC STORAGE LL 20psf FOG TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B.G,H) NON —CONCURRENT BC MOVING LL 200# FOG TABLE 1607.1,31 DEFINITIONS MWF = MAIN WAND FORCE TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD OL = DEAD LOAD psf = POUNDS PER SQUARE FOOT N = POUNDS 0 1 I 10 M 50-0-0 47-4-0 2-8-0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ice ____ _______ __________ ____________ _- ___ t II / II t � II �Y/ I iI ,ORID II � II Of I II \ II t II I II II II I LEDGER BY BLDR. II / II I cu fU CL CU CV CU 0.1 (U s m X: L7 I II //- - H26 - - - - - - - - - - - - - - - - - \� It I G20 -L 4UL JL v-------------- Wl c;— — — — — — — - n1 11 -.6- BEAM BY BELL. 10-10-0 10-0-0 9-10-0 50-0-0 SANTA BAR BARA ELEVATION 1 LOWER ROOF 2—CAR 0 v I a- ti 0 I (V 1 .o GE22 M24 M24 Lo CIO 19-4-0 U U U . "", 0-4 EAST COAST LUMBER TRUSS DIVISION CUSTOMER: ENGLE HOMES JOB NAME: DATE: 4-30-97 REVISED: 2-8-06 PAGE 2 OF 3 SB12CLR 1n En 0_ w 1- V) Q IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 611315S-31.003 (3) (c), EAST COAST LUMBER IS THE "TRUSS DESIGN ENGINEER'. TRUSSES ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004. NOTE: BY APPROVING THIS PLACEMENT PLAN, THE CUSTOMER ACKNOWLEDGES THAT THIS PLACEMENT COMPLIES WITH THE STRUCTURAL INTENT OF THE PROJECT. ® 2255 AVOCADO AVE. MELB., FL. 32935 OFFICE: (321)254-1581 FAX: (321) 254-1582 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 '� OFFICE: (772)466-2480 FAX: (772)466-5336 *BUILDER'S WARNING* * THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. * FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI—B1 SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH TRUSS. * SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES AND CONNECTION. * ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. * BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. 9-4-0 PLATE HT I I UtJIUI\1 0 T : HI.J DESIGN CRITERIA COUNTY: _ CODE: FBC—A5CE 7 LOADING: TILE MWF SPEED: 120 N.P.H. SCALE: 1/8" = V—O" EXPOSURE CATEGORY = B MEAN HEIGHT: 15'-0" IMPORTANCE FACTOR = I BUILDING TYPE: = ENCL05ED TRUSS SPACING 24" O.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF TC LIVE: 40psf TC LIVE: 20psf TC DEAD: 10psf TC DEAD: 15psf BC LIVE: OOpsf BC LIVE: 00psf BC DEAD: 05p5f BC DEAD: 05psf OUR FACTOR: 1.00 DUR FACTOR: 1.25 ADDITIONAL LOADS PER FBC & FRC NON -CONCURRENT BC LL 10psf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE 8) CONCURRENT BC STORAGE LL 20psf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE 8,G,H) NON —CONCURRENT BC MOVING LL 2001 FBC TABLE 1607.1.31 DEFINITIONS MWF = MAIN WIND FORCE TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD OL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # = POUNDS Y Ldldld dl701(01dIEll -II- E O m 50-0-0 47-4-0 FF19 FT19 FT19 FT19 FT19 FT19 f� w �c 4 � E 13-4-0 6-0-0 11-4-0 50-0-0 L Cn 0 fz ckf 911AIIell 211EdlE IIEII-LII-L BRG WALL 19-4-0 SANTA BAR BARA ELEVATION 1 FLOOR 2—CAR 0 I 00 I O CD z 0 U Z vim) Q� w JL�O cn � QQ�Q> 0 Q� �Q�m OJQ u)QJO—I o z wo >_0c,-_j cn o Q � Z W L Q LL_� O�Q:off OJ Z O 0 _ w= 0 (� U) OO_ W O Q= o w W m Z m w 0 z~ m J QLLJ = p w 0 0 I­_w � O Q� z wvOwOJ�of cn (n (n w w I, (n Q J Ir D m W W Q m 0-0 Q: DD 0 -::) Q I- (n E- F- J Q EAST COAST LUMBER TRUSS DIVISION CUSTOMER: ENGLE HOMES JOB NAME: DATE: 4-30-97 REVISED: 2-8-06 PAGE 1 OF 3 SB12CFL nI IN ACCORDANCE MATH THE FLORIDA ADMINISTRATIVE CODE 61G15S-31.003 (3) (c), EAST COAST LUMBER IS THE "TRUSS DESIGN ENGINEER". TRUSSES ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004. NOTE: BY APPROVING THIS PLACEMENT PLAN, THE CUSTOMER ACKNOWLEDGES THAT THIS PLACEMENT COMPLIES WITH THE STRUCTURAL INTENT OF THE PROJECT. ® 2255 AVOCADO AVE. MELB., FL. 32935 OFFICE: (321)254-1581 FAX: (321) 254-1582 5285 ST LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (772)466-2480 FAX: (772)466-5336 *BUILDER'S WARNING* * THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. * FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI-131 SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH TRUSS. * SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES AND CONNECTION. * ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. * BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. 9-4-0 PLATE HT DESIGN BY: ACJ ACAD BY: KSM DESIGN CRITERIA COUNTY: CODE: FBC—ASCE 7 LOADING: 55 psf MWF SPEED: 120 M.P.H. SCALE. 1/8" = 1'-0" EXPOSURE CATEGORY = B MEAN HEIGHT: 15-0" IMPORTANCE FACTOR = I BUILDING TYPE: = ENCLOSED TRUSS SPACING 19.2' & 24' O.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR ROOF TC LIVE: 40psf TC LIVE: 20psf TC DEAD: 10psf TC DEAD: 15psf BC LIVE: OOpsf BC LIVE: OOpsf BC DEAD: 05p5f BC DEAD: 05psf OUR FACTOR: 1.00 OUR FACTOR: 1.25 ADDITIONAL LOADS PER FBC & FRC NON -CONCURRENT BC LL IOpsf FBC TABLE 1607.1.27 FRC TABLE R301.4 (NOTE B) CONCURRENT 8C STORAGE LL 20psf FBC TABLE 16071.27 FRC TABLE R30L4 (NOTE B,G,H) NON —CONCURRENT BC MOVING LL 200,y FBC TABLE 1607.1-31 DEFINITIONS MWF = MAIN WIND FORCE TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD OL = DEAD LOAD psf = POUNDS PER SQUARE FOOT � =POUNDS- 1 �DESII,N .AND TESTED IN ACCORDANCE WITH FLORIDA BUILDING CODE, 12. JAMB DETAIL TO BE IN ACCORDANCE WITH DWG 409783. INTERNIATIONAL BUILDING CODE, AND INTERNATIONAL RESIDENTIAL CODE. JAMB/SECTION BRACKET ATTACHING HARDWARE SHALL BE AS FOLLOWS- 2. DASH NUMBERS REPRESENT VARIOUS SECTION HEIGHTS. WOOD JAMB - 605574-0001 LAG SCREW, 5/16 X 1-3/4 3. FOUR SECTION 7' HIGH DOOR SHOWN. 8' HIGH DOORS HAVE CONCRETE BLOCK - RAWL LOCK BOLT, 5/16 X 1-1/2 FIVE SECTIONS. 4. SECTION HEIGHT OF 20.812, 19.00 & 16.75 ARE AVAILABLE AND MAY BE USED IN COMBINATION TO ACHIEVE VARIOUS HEIGHT DOORS. `5. EMBOSSMENT PATTERN OF 14.50 X 20.375 SHOWN. ALTERNATE PATTERNS OF 12.50 X 43.375 AND 12.50 X 20.375 MAY BE USED. DOOR WITHOUT EMBOSSMENTS ALSO AVAILABLE. 6. TORSION SPRINGS SHOWN. EXTENSION SPRINGS AVAILABLE. 7_ USE THIS BRACKET, REF. P/N 405964-0002, ON 8' HIGH DOORS ONLY. 8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE APPROVED PRESSURE RATING CHART DOOR WIDTH 12' 10' 9' 8' DESIGN PRESSURE 44.4 60.0 60.0 60.0 TEST PRESSURE 66.7 90.0 90.0 90.0 JAMB LOAD LBS FT 267 300 270 240 NUM_ OF EXTRA BRKTS PER SIDE - 1 - - 7' BRKT LOCATIONS - 12" - - 8' BRKT LOCATIONS - 1 12" 1 - - SECTION IMMEDIATELY BELOW THE TOP SECTION_ 9. THE STRUT PLACEMENT ON DOORS CONSTRUCTED WITH 5 OR MORE SECTIONS MUST BE CONSISTENT WITH THE DOOR SHOWN. THE STRUTS FOR THE ADDITIONAL INTERMEDIATE SECTIONS ARE TO BE PLACED AS SHOWN ON THE THIRD SECTION. 10. THE STRUT PLACEMENT DIMENSION ON ALL SECTIONS LESS THAN 20.812" MUST BE REDUCED BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT & 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 Ga. SERIES 189 SERIES GDS30R 24 Ga. SERIES 281 SERIES GDS200 25 Ga. SERIES 381 SERIES GDS550 25 Go. SHA (VAf OPENING HEIGHT (VARIES) IT 2" X 6" WOOD JAMB 2" X 4" WOOD JAMB OR EQUIVALENT HORIZONTAL TRACK & COUNTERBALANCE 12 R OPTIONAL SPLICE IN HORIZONTAL TRACK AT TOP OF RADIUS 405964-0002 �- 405964-0002 a 450-0003 54 1/2 -r 36 20 1/2 405964-OD01-/ \--405964-0001 STANDARD TRACK DETAIL FOR 16' SCALE: 1/16" = 1" END HINGE 1-1/2 / ROLLER SHAFT ` BRACKET 405742-0001 (2 REQ'D) 407605-0004----, TYP 2 PLCS 061166-0001 TYP 2 PLCS 407605-0003 TYP 2 PLCS 061166-0001 TYP 2 PLCS 607935-0005 &- 405831-0003 TYP 4 PLACES 407605-0002- TYP 2 PLCS 061166-0001 �y 968 TYP 2 PLCS j�3 j VIEW "D-D" 2" TRACK 068 THK (VERTICAL) i TRACK R II r.MMOI� ROLLER DETAIL "F" SCALE: 1/4 HEADPLATE b No. - vi� i4�i in 405771-0001 061166-0002 DOOR WIDTH CENTER STILE END STILE ROLLER O LE BRACKET FT STRUTS/SECT. ROLLER VERTICAL TRACK GAGE JAMB LOAD (# PER FT -HT) HARDWARE 16' 3 SINGLE YES 2 X S1:065 2" X 7/16" .068" 200 STD. NOTE: THIS DOOR IS DESIGNED FOR A +/- 25 PSF DESIGN WINDLOAD PRESSURE AND +/- 37.5 PSF TEST WINDLOAD PRESSURE. PANEL SECTION LETTER DESCRIPTION " DATE APP C REV PER EN 10099 01 09 98 D REV PER EN 11060 OS 29 02 A E REV PER EN 11205 11/12/02 D at NQE VON is Itmr muf 1 TER FILE fF . ......... ......... e'D2. l" k ' HS STRUT WEATHERSEAL --" SECTION "C-C" SCALE: 1/2 SPRING ANCHOR BRACKET 400650-0001 HS1 BOTTOM FIXTURE BOTTOM BAR CENTER STILE ` P/N 408680-0004,5,6 2 (3 PLCS) 407603-0001 (9 PLCS) „A„ rrF„ 409808-0001 TYP 2 PLCS 061166-0002 TYP 2 PLCS SEE NOTE 4 f.5ps TOP FIXTURE END HINGE -TUBE STRUT AND STRAF (-- 1 7/8 THK. SECTION "A -A" SCALE: 1/4 (7'-0" SHOWN) 8'-0" 11 MAX. HEIGHT 15 409334-0001� 1� 12 F a 4 T s:4 n nr l J - 16'-0" MAX. WIDTH 405771-0002 061166 0002, INTERIOR ELEVATION " SCALE: 1 / 16"=1 - k r THE UNLESS OTHERWISE SPECIFIED duENSK 5 IN MdYS:TpLFRNICFS pNEAD p ODA DjSS' NAME DATE 'T y7 �pAD-8D/281/381, DRAWING AND/OR TECHNICAL INFORMATION ON THIS SHEET IS THE PROPERTY OF OVERHEAD DOOR CORPORATION DEdM.LL duENSlars .wE NOIE dAVETE(S ON ANGIA DyE cfi t9H O DRAWN BY: G.J.MOORE 4 1 1/1$/945/37.5 PSF, OR RS SURSIDIARY AND IS LOANED IN CONFIDENCE FOR ENGINEERING AND MUR/.AL ASSISTANCE PURPOSES ONLY. R MATERIAL: CHECKED BY: �1;' -" 16'-O MAX AND MAY NOT BE REPRODUCED OR USED TO MANUFACTURE m N/A ADA JOHNSON 12/O1/94' DNRULISER ANYTHING M6 OSED HEREON WITHOUT THE UMESS >: +/+� D o 408832 PERMISSION OF OVERHEAD DOOR CORPORATION WHICH MAY RECALL THIS SHEET AT ANY DME. am APPLIED FINISH: NONE UNIT OF uEASURE: EACH APPROVED By. S.B000HER 1 2/01 /94 SCALE: 3/8 1 sNEEr 1 OF 2 LETTER DESCRIPTION WTE C REV PER EN 10099 01 09 98 D REV PER EN 11060 OS 29 02 E REV PER EN 11205 11/72/02 .108 STK —I--.070 STK 0 0 2-11/16 0 0 i-�- 2-13/32 2-11/32 .091 MIN 0 3-9/16 jo O O O 0 0 2-7/16 2-1/4 t-7/8 � f 5/8 .030 THK LENGTH = DOOR WIDTH - 1" o 0 0 2-1/16 THROW O 4 5/8 .. , oGa 0 0 0 �-- 3 - -I P/N 409808-0001 TOP FIXTURE P/N 405771 -XXXX. BOTTOM FIXTURE P/N 400650-0001, ROLLED HS-1 STRUT P/N 409334-0001 , SLIDE LOCK ASSY GRANGE CQU�'Y rfro 2-9/32 07 0 MIN 1-11/32 !ulINKS Div, 27/32 1-3/32 "L7 -3/4 4-3/8 -1� 1 _3/4 2-9/32 _ .070 MIN H 0 0 1 °o ° o o O 2-3/8 H rl 3-3/16 0 0 1= 2-1/2 O 0 2-1/4 3-3/16 090 MIN f -�� ��— 7/16 _108 MIN .108 MIN P/N 407603-0001, CENTER HINGE P/N 405742-0001 BRACKET ROLLER SHAFT P/N 405964 & 046450, BRACKET, SCAB 3 LENGHT= DOOR WIDTH 2 /F — — — — — — — P065EF P/N 607935-0005, STRUCTURAL TUBING RECTANGULAR 065 THK END STILE WITH CLOSED END CAP <1 P/N 408794-0001 ,2,3 SCREW P/N 605911-0001 SECTION "B-B" CENTER STILE P/N 408680-0004,5,6 a TUBE STRUT 607935-0005 AND STRAP 405831-0003 EACH CENTER STILE END STILE WITH CLOSED END CAP 2 P/N 408794-0001,2,3 SCREW P/N 605911-0001 PRT NUMBER 405964-0001 0,5450-0003 4" 6-1/8 7/16 CIA �� II-13/116 DIA II IIL 7/16 ---1 F- P/N 061166-0002. RCLLER ASSY SECTION "G—C" CENTER STILE P/N 408680-0004,5,6 a STEEL HS-1 STRUT, P/N 400650-0001 P/N 405964-0002. BRACKET SCAB JOINT 3.00 1 3/4 0 2.00 I O P/N 405831-0003 STRUT STRAP 7-9/16 REF 7/16 T 7/16 DIA REF 1 -13/ 1 6 DIA REF P/N 061166-0001 ROLLER ASSY, TR-3 UNLESS OTHERVASE SPECIFIED EAO p THE DRAMNO AND/Oq TECHNICAL INFORWTION ON THIS DAKNSIDNS ARE N Np4T.a:TOLERNICES ON a p`1 pOR DALtAS. SHEET IS THE PROPERTY DF OVERHEAD DOOR CORPORATION OR RS SUBSIDIARY AND IS LOANED W CONFIDENCE FOR Mww5KN5 dA4ETER5 > TEXAS ENGINEERING AND MUTUAL ASSISTANCE PURPOSES ONLY. - WTERAL: AND MAY HOT BE REPRODUCED OR USED TO MANUFACTURE A .¢T ucm n, N/A ANY .nDISCLOSED HEREON WIRgUT THE EXPRESS ,ow.mT .>sI m aW ,r IF PERMISSION OF OVERHEAD DOOR CORPORATION WHICH MAY APPLIED FINISH: VNR OF MEASURE: RECALL THIS SHEET AT ANY TIME NONE EACH P/N 407605=XXXX. END HINGE PART NUMBER 407605-0002 .85 407605-0003 1.10 407605-0004 1.35 407605-0005 1.60 SERIES SELECTION GUIDE SERIES INSULATION PANEL GAGE 184 YES* STD 185 FLUSH ;Q21 186 YES* FLUSH 021 188 1892f�hFe 021,E 281 284 F St4 0' 285 �ANC�i f31 S 381ia �iSTD'r e>fi1B r 384 'r5* ✓ F��f1 g01 385 X� 'INJ NAME:' -... pAl DRAWN BY. G.J. MOORE CHECKED HY: ADA JOHNSON 11% APPROVED T .. S.B000HER 1 1 /2< �: (1$AWING WJ 0 DAD, 80/281/3E 25/37.5 PSF, I"ns'==' 16'-0" MAX F""DRAW'"` �-408832 NUMBER ,'� •sCNf: 3/8 I SHEET 2 OF