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314 Kays Landing Dr 07-220 SFRSUBDIVIS PERMIT # PERMIT DESCRIPTIONEREGT IVS FIJ PERMIT VALUATION SQUARE FOOTAGE PHONE NUMBER ELECTRICAL CONTRACTOR Fin Am IP_ MECHANICAL CONTRACTO , PLUMBING CONTRACTOR n MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE i Lrarareavwt[aa� City of Sanford Certificate of Occupancy This is to certify that the building located at 314 Kays Landing Dr for which permit number 07-220 has heretofore been issued on October 26, 2006 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family Residence subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Building: D Brouthers 02/13/07 Engineering & Planning: M Replogle 02/09/07 Public Works: M Watson 02/09/07 Utilities: R Blake 02/09/07 Fire Department: Conditions (if blank, no conditions apply) Engle Homes Q3� yy- . 0�,,.: _ 02/15/07 Property Owner Building Official e Date BP200IO2 CITY OF SANFORD Application Miscellaneous Information Inquiry 2/15/07 09:47:57 Application number: 07 00000220 Property . . . . : 314 KAYS LANDING DR Code Freeform information HISB NOC ON FILE, EXPIRES ON 09/12/07 HISB fema/slab on file HISB co sign off; HISB P&Z: MR 02/09/07 HISB PW: MW 02.09.07 HISB Util: RB 02.09.07 Press Enter to continue. F3=Exit F12=Cancel Display note at Print Date Permit Insp C.O. flag 10/26/06 Y Y Y Y 11/15/06 Y Y Y Y 2/08/07 Y Y Y Y 2/08/07 Y Y Y Y 2/08/07 Y Y Y Y 2/08/07 Y Y Y Y Bottom U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 ' Federal Emergency Management Agency I Exoires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION I fEdr Insur'a` to C�►o'"m�an" SUse: :-3 A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company. NAIC-NWribe , 314- K-445 LA001NG u1Z��lE City SANFORD State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 81 , KAYS LANDING, PHASE 2, Plat Book 69, Pages 43-44 Seminole County, Florida. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) . Residential A5. Latitude/Longitude: Lat. N/A Long. N/A Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 0 sq ft a) Square footage of attached garage 330+/ sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0_ sq in c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF SANFORD 120294 SEMINOLE FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117CO040 E 04-17-1995 04-17-1995 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) _ B11. Indicate elevation datum used for BFE in Item 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction* Od Finished Construction . •A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized Local Vertical Datum NGVD 1929 Conversion/Comments None a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) 0 Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 3� E feet ❑ meters (Puerto Rico only) HI^ ❑ feet ❑ meters (Puerto Rico only) W IA ❑ fe ❑ meters (Puerto Rico only) �. 5 feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. l certify that the information on this Certificate represents my best efforts to interpret the data available. - - I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. P )7 ID Check here if comments are provided on back of form. PLACE Certifier's Name RONALD W. HERR, P.L.S. License Number LS4907 I ' $ "AL RE Title Manager of Survey -Central Florida Region Company Name IBI Group, Inc. , 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 Ins' ncCompanU.e �;-'h"3 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Polic�jfVumber -j 3 l¢ V- 4y 5 L A,N,0 1 NC, o)Z1v E ��'� �; City Sanford State FL ZIP Code 32771 ..-.�-.-..., ,,,... ........� . SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUEDI Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agent/company, and (3) building owner. Comments Item C2.e - Heat Pump Slab Elevation >/ 67 ❑ Check here If attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is Intended to support a LOMA or LOMR-F request, complete Sections A, B. and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation Is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (Including basement, crawl space, or enclosure) Is ❑ feet ❑ meters ❑ above or ❑ below the LAG: E2. For Building Diagrams 6-8 with permanent flood openings provided In Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b In the diagrams) of the building Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVEI CERTIF1rAT1nN r ne property owner or owners 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 Owners or Owners Authorized Representative's Name _ City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The Information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation Information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A• (without a FEMA-Issued or community -Issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occuoancv 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'.Offi&al's Name. Title Community -Name Telephone Signature Date Comments ' ` ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions November 7, 2005 City of Sanford Building Division PO Box 1788 Sanford, FL 32772-1788 To Whom It May Concern: CCL IBI Re: Lot 87 — 314 Kays Landing, Sanford, FL 32771 The finished floor elevation of the structure located at 314 Kays Landing, Sanford, FL 32771, Lot 87, 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 I81 Gro Davi-Bruno-P:S.M. Manager of Survey — Central Florida Region DMB / sd 2603 Maitland Center Parkway, Suitc C, Maitland, Florida 32751 USA (407) 660-2120 FAX (407) 660-9070 CCL/1131 Consultants. Inc. is a Division of 1131 Group ' CCL CCL/IBI CONSULTANTS, INC.AUTHORIZATION CCL ENGINEERS . SURVEYORS PLANNERS IBI 2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL 33064 (954) 974-2200 POMPANO BEACH ORLANDO TAMPA JUPITER IBI A DINSION OF 1H£ lB/ GROUP WWW. CCL-POMPANO. COM WWW.CCL-ORI-ANDO.COM A DIKSION or TH£ /a/ GROUP ENGLEKAY' S LANDING PHASE 2 n a.er r NA7701VAL FLOOD INSURANCE PROGRAM BEARING BASED ON THE NEST LINE OF THE COMMUNITY NUMBER 120294 PANEL NUMBER NORTHEAST 114 OF SECAON 34, TOWNSHIP 19 12117CO040E SOUTH, RANGE JO EAST, SEMINOLE COUNTY, FLORIDA, 'y MAP R£MS/ON FLOOD ZONE 0511711995 BEINGS 00-14*40" E, AN ASSUMED MERIDIAN. X ' ELEVATIONS DERIVED BY SITE BENCH MARKS SUPPLIED BY THE PLATTING SURVEYOR. L E G E N 0 Rm RADIUS L= ARC DISTANCE e- CENTRAL ANGLE A/C CENTRAL NE CONDITIONER SLAB U.E. = DRAINAGE EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT U.E. a UTILITY EASEMENT F.F. FINISH FLOOR FHYD. v FIRE HYDRANT W.M. = WATER METER W.V. = WATER VALVE O INDIRD SET WITH NU L.B.C5610 CAATES P ((IRC))N UN LESS OTHERWISI L.B. LICENSED BUSINESS N&D = SET NAIL AND DISC L.B. 5610 PC = POINT OF CURVATURE PCC = POINT OF COMPOUND CURVATURE PRC POINT OF REVERSECURVATURECATV. ® CABLE TV L.P. = LIGHT POLE PTE= POINT TANGENCY ® = EXISTING ELEVATION ..c LOCATION SKETCH (NOT TO SCALE) SCALE: l' = So' \ TLI A TL1A _ _ _ _ _ N 89*5125 E 60.00' 34.1 00 32.7 -71 36.0 o I LI! N 00 W 20' B.S. .0 0 01 .0 a v 20.3' co�REa o )0.7 covaRETE 0 36.2 36.3 13.0 Ary O CO L.1/ I S ONE STORY RESIDENCE / \ T fTl :;:: J14 L.v I F.F. EL. 37.11' 36.2 O CAR. EL. J6.5J' 4 li 36.1 a 9.3' wm 36.0 1B.S. 28.7' .0 0 01 \ Q I I I 35.8 \ N SPOT N I 35.39 _ — —I S� P. C. L.B. 5610 20 52 NAO sass, 2s'w S 89'51 25 W 5' S. w. 6 0.00 B 56/0 N h h \ ASSFFIALT PA 1fYENI KA YS LANDING DRIVE — _ N&&.O J11 rE 510EL (SO+ RIGHT —OF —WA EL. LEGAL DESCRIPTION. - Lot 87, Kays Landing, Phase 2, according to the Plat thereof, as recorded in Plat Book 69, at Page 4J-44, of the Public Records, Seminole County, Florida. NOTES. Q0 I. UNLESS I BEARS THE SIGNATURE AND TH£ ORIGINAL RAISED J. PLAT AND RECORDED DIMENSIONS ARE THE SAME Q0 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS AS MEASURED UNLESS OTHERWISE NOTED. LIRA WING. SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. ADDInONS OR DELETIONS 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY r— TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING CCL CONSULTANTS, INC. FOR EASEMENTS AND OR RIGHTS - OF -WAY OF RECURO. PARTY PARTIES IS PROHIBITED WITHOUT W'RITT£N CONSENTT OF 7H£ SIGNING PARTY OR PARTIES.5. COCAPONS A,-,'E L/AI/TF.D TG W98LE IMPROVEMENTS ONLY. U 2 TIES ARE TO THE ABOVE GROUND FOUNDATION OF BUILDING. 6. Rl'S SURVEY DOES NOT R&iECT OR DETERMINE OWNERSHIP. IAJ 7:HIS oU.?VET' F.YCEEDS THE ARANMUM CLOSURE ACCURACY C O REVISIONS: DATE: BY: FOR 1. SUSIURBAN SURVEYAS .^.EOUIRED /N 61G17-6.00J 0c�G,a'JA MINIMUM TECH 1CAL STANDARDS. a. Z PLOT PLAN 8/28/06 JAM FOUNDATION 11/13/06 JAM Z/ -2-5-0-7 FINAL 1/25/07 JAM zC p I i W. H"'RR P.L.S. PROFESSIOr:AL SURVEYO ano MAPPER #4907 STATE OF FLORIDA DATE OF SUP.Vc , PRAWN CHECKED I FIELD 1/24/07 Jay JAM IBY RWH BOOK 704/69 CITY OFSANFORD PERMITAPPLICATION LICATION Permit P : ��1 �,) D Date: I Address: 3/ 1�yl Y� �/�"�` , /l� 9 V�/f ,` d k! Description of Work: 1/r'S7 4// AVO WVA- Si J) nt 4dt / � bli( (=f Total Square Footage Historic District: Zoning: Value of Work: $ `j q/) Permit Type: Building Electrical Mechanical Plumbing Firc Sprinkl r/Alarm fool Electrical: New Service - N ofAMPS f Addition/AIteration Change oScrvicc Temporary Pole Mechanical: Residential ✓/ Non -Residential Replacement New (Duct Layout & Energy (Salc. Required) Plumbing/ New Commercial: N of Fixtures N of Water & Sewcr Lines N of Gas Lines Plumiting/New Residential: N of Water Closets Plumbing Repair- - Residential or Commercial Dccupancy Type: Residential verConmrcrciai Industrial Construction Type: Jsicr)oe It of Stories: N of Dwelling Units: Flood Zone: (FEMA form required ) 3wners Namc & Address: Zontractor Name & Address: 'hone & Far. Z 3onding Company: \ddress: 11orlgage Lender: \ddress: ►rchilect/F:ngineer \ddress: Phone. —A , Stale License Number: Robert G. Dello RussO Contact Person: Phonme. CACO 3 448 Phone. Fa a: \pplication is hereby made to obtain a permit to do the work and installations as indicated. I certify ilia( 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 that a separate ,omit must be secured for ELECTRICAL. WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS. TANKS, and UR CONDITIONERS, etc. )WNER'S AFFIDAVIT: I certify that all of tire: foregoing information is accurate and ilia( all work will he done in con Iiancc with all applicable laws regulating onstruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE 017 COMMENCLI' MAY. ESULT IN YOUR PAYING 'WICE FOR IMPROVEMENTS TO YOUR PROPERTY. If: YOU INTEND TO OBTAIN FINANCING. CONSULT '11TI YO R LENDER OR AN \TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 40TICE: In addition to the requirements of this permit, there may be additional restrictions appliepp to this prop y tha�r Zeoun n th public records of his county, and there may be additional permits required from other governmental entities such as water manag r t distr' state enale , or federal agencies. acceptance of permit is verification that I will notify the owner of the properly of the rcquihnrcnits of Flom i La , FS 3. Signature of Owner/Agent Date Sign- Conuactor/Agent Date 13kRT G. DLLLO RUST Print Owner/Agent's Name 11R;i)Co n/Agent' arc Signature of Notary -State of Florida Date Signature o(Notary-Blatt of Florida`-"r,,lNt4DA 0. WRN'M it _ Personally Known I r - • '-- OwnerlAgent crso y u A1c o Contractor/Agent is _ I ersonally Known to Me Produced ID Produced ID ,PPROVALS: ZONING: UIIL: FD: ENG: BLDQ pccial Conditions: :cv 03/2006 Permit # : d J I .lob Address: Description of Work: e VV PC Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION _1� I "f 7 04, Of ,, , •i4' •s 0/-- s Value of Work: $ cQZJO- po .�.� v.•i74� Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential ✓ Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) 7 771S /��/-r C n��oictT� /s�,a✓ s•<r!� v �G Owners Name & Address: /L(/�G�c ` �vZ % Phone: Contractor Name &Address: t%Eii Sma f ,off .+�j.ch�l7 f--�/'e "�/� /�t"i ` � 1�1n/ � �BD % License Number: Phone & Fax: DB:t��i�P7-a '�" s S» Contact Person: /State f-//7CS/?7 �ist Z Phone: yL7?" y-��'%�� Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wort: or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES. BOILERS, HEATERS, TANKS. and AIR CONDITIONERS. etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of lorida Lien Law. FS 713. ".5 Signature of Owner/Agan Date rat of ontracton gent Date Tr'.r lq{ i Print Owner/Agents Name Print j ctoriAgent s Name Signature of Notary -State of Florida Date Signature of .' ry-State of Florida Date .rx •o,Bonny G Logar omractor/ gent is V PersonallyW0,, c misafon DD201551 OwneriAgent is Personally Known to Me or �g'Produced ID _Pro uced ID Expires May 17 2007 APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) Permit # : 0 Job Address: L Description of Work: Historic District: Zoning: e:�) Lp) )D13 CITY OF SANFORD PERMIT APPLICATION Date: _ LOA. rP 1 C"A 1 _ �_--M-0 7 )f Value of Work: $ )) - __�D - 4��)u '6�6 Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS aM Addition/Alteration Change of Service Temporary Pole i �S Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential or Commercial Occupancy Type: Residential X Commercial Industrial Total Square Footage: � ) a=1 Construction Type: I # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: n L' /� ,/� (+ (Attach Proof of Ownership & Legal Description) Owners Name & Address: F � ` s L_ � / �t l t r ]C' \ Phone: _ y1_V3 Bonding Company: Address: Mortgage Lender: Address: Architect/Engtneer Address: Phone:. Fat: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements 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 Florida Signature ofOwner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date •Owner/Agent is _Personalty Known to Me or Produced ID .. APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: Contractor/ FS 713. 'pia-af D�p Date Prfnf ontractor/Agent's Nam Signature of Notary -State of Florida Date O,a' oV` Nor3r •bt.c 5t•,:t of Contractor/Agent.P•erso ll}?;lown to Me or OD437139 Produced ID �? ° ocnat:. (Initial & Date) Utilities: "20 (Initial & Date) (Initial & Date) CITY OF SANFORD PERMIT APPLICATION Permit # : ID- ^ 2 -L to Job Address: Description of Work: Historic District: _ ^ Date: I I O/ J b Zoning: Value of Work: S 7 \.fD IK Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pale 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 Z— Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel li: Owners Name & Address: (Attach Proof of Ownership & Legal Description) ��t�yy� ����tt�� t�'/� Phone: Contractor NatAWWyAM'��+-ear+m►tta'R 0*4C PO BOX 1117 State License Number: C_ � 'C US SANFORD, FLORIDA.32772 111 Phone & Fax: (407) 323-75:15 Contact Person: — PVANTAGE PLUMBING, INCBonding Company: P 0 80)L111.7 Address: OV %ANFORD, FLORIDA 32772 1117 Mortgage Lender: (407)''23_7513 Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior w 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 r construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OIL 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 Florida n Law, FS 713. i d46 Signature of Owner/Agent Date Signatu o to % ��/ M1tL Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date MARTHA Y. HALL � State o1 Florida lotary Public, 1 Owner/Agent is _Personally known to Me or Contractor!Agent is,Personally pQw CtO_D9e oreXP, Feb. + 2008 _ Produced I _ Produced ID y Om • _ xL, 258139 APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: Utilities: F D: (initial & Date) (Initial & Date) (Initial & Date) 31q a" CCL CCL/IBI CONSIO �BTAINTS, INC.AUTHORIZATCCL ENGINEERS SURVEYORS PLANNERS IBI 2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL 33064 (954) 974-2200 ��� POMPANO BEACH ORLANDO TAMPA JUPITER A OMS/QN Or 7N£ IBI C,70I/P I WWW.CCL—POMPANO.COM WWW.CCL—ORLANDO.COM A NMSION or TNF I& r.IWoUp ENGLEAAY' S LANDING PHASE 2 NATIONAL FLOOD INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE COMMUNITY NUMBER PANEL NUMBER 120294 12117CO040E NORTHEAST 114 OF SEC77ON J4, TOWNSHIP 19 MAP REVISION 0511711995 SOUTH, RANGE JO EAST, SEMINOLE COUNTY, FLORIDA. FLOOD ZONE X BEING S 0074'40' E, AN ASSUMED MERIDIAN. ELEVATIONS D£R1VED BY SITE BENCH MARKS SUPPLIED BY THE PLATTING SURVEYOR. L R G 6 N D R- RADIUS L- ARC DISTANCE e- CENTRAL ANGLE ABC CENTERLINE C NE ITIONER SLAB .E. DRAINAGE EASEMENT L.M.E. LAKE MAINTENANCE EASEMENT U.E. UTILITY EASEMENT F.F. FINISH FLOOR FHYD m FIRE HYDRANT W.M. a WATER METER W.V. WATER VALVE \ O INDICATES B. 5610 RIP (IRC)N UNLDESS OTHERWISE NOTED L B. LICENSED BUSINESS N&D = SET NAIL AND DISC L.B. 5610 PC = POINT OF CURVATURE PCC = POINT OF COMPOUND CURVATURE PI - POINT OF INTERSECTION _ PRC = POINT OF REVERSE CURVATURE CAN. CABLE TV .eT L.P. - LIGHT POLE ELEC. ELECTRIC SERVICE PT POINT OF TANGENCY ® = EXISTING ELEVATION SCALM 1. 30, \ _ P.C. 20 52' ---589.51'2' TL) A -IT .. ^.. II\-lvI L.l N 89'51'25" E 60.00' 20 • � B. S- .0 iJ7 v 20.3' p OD c.; U III FOUNDATION U O 12.0' o -' I 25' B.S. 28.7'J7.I6' .0 p I to. u.E. I Roo & caa h N KAYS LANDING DRIVE NAfl N� NRO Ls ELL.Isl'!4 (50' RIGHT—OF—WAY) a`.. Ao'20• LEGAL DESCRIPTION. L.V I r r LOCATION SKETCH (NOT TO SCALE) Lot 87, Kay's Landing, Phase 2, according to the Plot thereof, as recorded In Plat Book 69, of Page 43-44, of the Public Records, Seminole County, Florida. Q0 NOTES I. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED J. PLAT AND RECORDED DIMENSIONS ARE THE SAME Q0 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS AS MEASURED UNLESS OTHERWISE NOTED. DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMARONAL 4. LANDS SHOWN HEREON WERE' NOT ABSTRACTED BY PURPOSES ONLY AND IS NOT VALID. ADD117ONS OR DELETIONS CCL CONSULTANTS INC. FOR EASEMENTS AND OR RIGHTS - TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING OF -WAY OF RECORD. PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PAR11£S 5. LOCA110N5 ARE L/NIlfO 1O HSBLf IMPROVEMENTS ONLY. U 6. THIS SURWY DOES NOT REFLECT OR DETERMINE OWNERSHIP. 2. TIES ARE TO THE ABOVE (ROUND FOUNDATON OF BUILDING 7 THIS SURVEY EXCEEDS THE MiN/MUM CLOSURE ACCURACY 0 6 FOR A SUBURBAN SURVEY AS REOUIRED IN 61G17-6.003 G- Z REVISIONS: DATE: BY: OF n.ORIDA MINIMUM TECHNICAL STANDARDS PLOT PLAN 8/28/06 JAM FOUNDATION 11/13/06 JAML44�2 .O� RONA . HERR P.L.S. PROFESSIONAL SURVEYOR and MAPPER #4907 STATE OF FLORIDA DATE OF SURVEY-1DRAWN CHECKED FIELD 704 11/10/06 BY JAM BY DSB 39 BOOK 1 COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 106-75137 07 DATE: 61 o- D BUILDING PERMIT NUMBER: _ (CITY. COUNTY NUMBER: UNIT ADDRESS: 13) y �_ S �� n5 �f/� TRAFFIC ZONE: JURISDICTION: 06 CITY OF SANFORD SEC: 3� T:_�_SLAT'BOOKOAGE: RNG:� PARCEL: SUBDIVISION: TRACT:PLAT BOOK: BLOCK: LOT: g� OWNER NAME: �— ADDRESS: I vaY�t$� ,� 1✓ �b �_ 1 �-,, � -7 APPLICANT NAME: ADDRESS: 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 # S TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS -ARTERIALS CO -WIDE 0 dwl unit 5 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH 0 dwl unit $ 000.00 1 $ 000.00 LIBRARY CO -WIDE 0 dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE 0 dwl unit $1,384.00 1 $ 1,384.00 STATEMENT RECEIVED BY:t— (PLEASE PRINT NAME) AMOUNT DUE $ 2,143.00 SIGNATURE: U Qft 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 ISSUANCE OF A*** ******************SINGLE FAMILY BUILDING PERMIT******************** °a —t CITY OF SANFORD PERMIT APPLICATION Permit # : ! —,;Ao Date: j3 Job Address: '�/ D7? tt- 7 Description of Work: Total Square otage a9T0 Historic District: No Zoning: Value of Work: S Permit Type: Building _X Electrical _ X Mechanical _X Plumbing X Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/AIteration Change of Scrvice TemporaryPole �lv�p Mechanical: Residential X Non -Residential Replacement New (Duct Layout & Energy Cale. Regl%' O 1 2 �006 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: �_ Flood Zone: (FEMA form required I Owners Name&Address: Tousa Homes dba Engle Home 11315 Corporate Blvd #250. Orlando 32S1'7 Phone: (41717) 749-3900 Contractor Name & Address: William Colby Franks 11301 Corporate Blvd., #303, Orlando State License Number: CGC15507971 Phone& Fax: 407-249-350OZ407-113- o tAt"Pti17 Valerie/Ke Phone:407-249-3-UO Bonding Company: N/A 2.142 Address: Mortgage Lender: NZA Address: Archlteet/Engineer: Residential Design Services Phone: 407-246-1 OSO Address: 3301Bartlett Blvd., Orlando 32811 Fa:: 407-2460-OOq4 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS. etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water manage ent districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the require nts FI id • n La , FS 713. 9 ia�oco Signature of Owner/Agent Date 3gature of Contractor/Agent Date Print Oumer/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced ID APPROVALS: ZONING: `L V1 '1' %> *00 UTIL: FD: Special Conditions: Wiliam Colby Franks Print Contractor/Agent's Name Signature of Notary -State of Florida Date Valerie L Furrer '►':�MY COMMI6SION # DD205915 EXPIRES a` May 25, 2007 Rf ,d�;` BONDED THRUTROY FAIN INSURANCE, INC Contractor/Agent is Personally Known to Me or Produced ID 01 ' 11 ENG: BLDG: Rev03/2006 �lj.S,, 1...r ay.>/t S;des V 1 9 1 )' "+`"p CCL CCL/IBI CONSULTANTS, INC.AUTHORIZATION CCL I ENGINEERS SURVEYORS PLANNERS IBI 2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL 33064 (954) 974-2200 POMPANO BEACH ORLANDO TAMPA ��� avcfigv Of IHf /er CAGflP I JUPITER WWW CCL-POMPANO.COAI WWW.CCL-ORZANDO.COM A OMSaV Or ?WV G1MIP ENGLEKAY'S LANDING PHASE 2 N ru r NA17ONAL FLOOD INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE COMMUNITY NUMBER 120294 NORTHEAST 114 OF SEC17ON 34. TOWNSHIP 19 PANEL NUMBER MAP REWSION 12117CO040E SOUTH, RANCE JO EAST, SEM/NOLE COUNTY, FLORIDA, 051'71'995 FLOOD ZONE BEING S 0074'40' E. AN ASSUMED MERIDIAN. K ' L 8 C R N D: L- ARC IDISTANCE e- CENTRAL ANGLE / O L.B. CAP I(1RC),I UNLESS OTHERWISE T WITH NOTED - AIR CONDITIONER SLAB L.B. LICENSED BUSMESS N&D SET NAIL AND DISC L.B. 5610 fA/C CEDRAIINAGE D.E. EASEMENT PCCC==PPOINTOOFCCOMPOUND CURVATURE L.M.E. - LAKE MAINTENANCE EASEMENT P1 =POINT OFp INTERSECTION F.f.- m FINISITYFLOORMENT CATV CABLE REVERSE CURVATURE FHYO. FIRE HYDRANT W.M. WATER METER — LL P. - LIGHT POLE W.V. m WATER VALVE ELEC. ELECTRIC SERVICE PT = POINT OF TANGENCY ® PROPOSED ELEVATION SCAM- 1• . 30' \ TL) A /IT ., ^.. /^v / S 89.51'25" W 60.00' O A 1� O A 36.1 V I 201 " B. S. .0 (n 5 (n .0 co O 20 JJ' 8 QQ Q 10.67'r Q `''• 1J 00' Ary OD O OD 4i W U � C11 PA, MODEL: SPR/NGF!£LD' p m ELEVA ION '2" a (50.00' x 65.00) '^ C 2, 687tsp. R. F.F. £L. J6.85 9. JJ' 12.00'g cvLCRtD drar .004 125' 4 O Q Q B.S. 28.67' 01 Q LL I Pi ORnEwAr N iLn I N p 31l3so R. I V, ` 35.0 I I I 4. 10' U.E. I - P C 20_52' S8e 51 25'W S 89.51 25 W 60.00 1 7— - KAYS LANDING DRIVE (50' RIGHT—OF—WAY) LOCATION SKETCH (NOT TO SCALE) PLANS REVIEWED CITY OF SANFORD i / nr ell OFFICE OFFICE AREA TABULAY701V _ - - LOT - 6,900tSO.FT. NOTE: LEGAL D£SCRIPT/ON.• BUILDING WILL BE STAKED AS SHOWN Lot 87, Roy's Landing, Phase 2, according to the Plot thereof, as recorded in Plot Book 69, of Page 43-44, of the Public Records, Seminole County, Florida. NOTrS- (SKETCH AND LECAL ONLY, NOT A SURVEY) 1. UNLESS I BEARS THE SIGNATURE AND TH£ ORIGINAL RAISED 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS BY CCL CONSULT-OWTS INC. FOR EASEMENTS AND DRAWINC, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL RIGHTS -Or -WAY OF RECORD, . PURPOSES ONLY AND IS NOT VALID. ADD117ONS OR DELETIANS J. DATA SHOISV HEREON WAS COMPJL£D FROM OTHER TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING INSTRUMENTS AND DOES NOT CONSTITUTE A FIELD SURVEY PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN AS SUCH. CONSENT OF THE SIGNING PARTY OR PARTIES REVISIONS: DATE: BY: PLOT PLAN 8/28/06 1 JAM Q0 Q0 DAY D M UNO, P.S.M SSIONAL SURVEYO nd MAPPER /5670 STATE OF FLORIDA OF SKETCH: DRAWN CHECKED I FIELD (28/06 BY JAM BY DMB BOOK NIA I IYII II III II III II III II III II III01111111111111111111111111111 Permit Number Parcel Identification Number Prepared by: Valerie Furrer / Kekalani Vazquez Return to: Engle Homes Orlando 11315 Corporate Blvd ste 250 Orlando,Fl 32817 NOTICE OF COMMENCEMENT State of FLORIDA County of SEMINOLE MARYANNE MURSE, CLERK OF CIRCUIT CWRT SI_MINULE COUNTY BK 06405 Pq 10441 Qpq) CLERK'S #t 2006146691 RECORDED 09/1P/P006 OSII46t31 RM WCURDING FEES 10.00 REWNUED BY L McKinley CERTIFIED COPY MARY NNE MORSE CLERK F CIRCUIT COURT SEMI L TFL ORIDA BY EPUTY CLERK ISEP 12 2006 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 prodded 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 # 87 - 314 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: Fee Simple 4. Fee Simple Title Holder (If other than owner shown above) Name Telephone Number Address Fax Number 5. Contractor Engle Homes/Olrando Inc. ame 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/011ando 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 a year from the date of recording unless a different date Is specified): Date Signed Slaffature 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 y of 20 by WILLIAM COLBY FRANKS who Is X personally known to me OR produced as Identification. ~1A Signature of Notary (notarial seal to appear below) Form Revleed: 12100 for 19_ to 20_ ;;�';�•.,, Valerie L Furrer MY COMMISSION # DD205915 EXPIRES May 25, 2007 • off' INSURANCE BONDEDTHRUTROYFAIN Seminole County Property Appraiser Get Information by Parcel Number Page I of 1 l x= I [f� tY DAVID JOHNSON, CFA, ASA- Y� PROPERTY APPRAISER i SEMINOLE COUNTY FL. 1 101 E. FIRST ST SANFORD, FL32771-7468 407-665-7506 2006 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 34-19-30-520-0000-0870 Depreciated Bldg Value: $0 Owner: TOUSA HOMES INC Depreciated EXFT Value: $0 Mailing Address: 11315 CORPORATE BLVD STE 250 Land Value (Market): $62,000 City,State,ZipCode: ORLANDO FL 32817 Land Value Ag: $0 Property Address: 314 KAYS LANDING DR SANFORD 32771 Just/Market Value: $62,000 Subdivision Name: KAYS LANDING PHASE 2 Assessed Value (SOH): $62,000 Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $62,000 Dor: 00-VACANT RESIDENTIAL Tax Estimator 2006 Notice of Proposed Property Tax SALES Deed Date Book Page Amount Vac/Imp Qualified 2005 VALUE SUMMARY CORRECTIVE 05/2006 06253 0971 $100 Vacant No 2005 Tax Bill Amount: DEED 2005 Taxable Value: SPECIAL 03/2006 06172 0035 $1,077,800 Vacant No DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS: Pick... Method Units Price Value LOT 87 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/pls/web/re_web.seminole_county_title?parcel=34193052000000870... 8/31/2006 POWER OF ATTORNEY Date : 9/ /o2lU4 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 87, Block Subdivision: Kay's Landing Phase 2 Address of Job: 314 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 Type pr Print name yof Certified Contractor S4Y,kature of Certified Contractor State of Florida County of Orange The foregoing instrument was acknowledged this A-�-day of 2 00(, , by William Colby Franks, who personally appeared befo me and acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Personally Known Produced Identification Tye f Identification Signatu*of otary Public, State of Florida Kimberly Kaminer Print or Type Name of Notary Public (Seal) p�PFtY PGe' Kimberly Kaminer :Commission # DD425691 '"� moo` Expires May 4, 2009 oa P-� BonOOC Tmv Fam - Inwr+nco. Inc eoaJeS-7o19 LOT * Pf+c� a E 2 - U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION A2. Building Street Address (including Apt, Unit, Su _oIA- V INJr; 1 At, 1�11%P r..A. r ite, and/or Bldg. No.) or P.O. Route and Box No. City 54NFaRD - - State 1-rIro0D�esaiptia `(Lot end Block Numbers, Tax Parcel Number, Legal Descrintior OMB,,No. 1660-0008 Expires February 28, 2009 rw r rt r S L Tao Oi< 6. -A A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RFs 1 F tom) TI PAL ---•.AS.-_Latitudo1Longftude; L-at.. - Long. AS. Attach,et least2 photographs of the building if the Certificate Is being used to obtain flood Insurance. Horizontal Datum:.❑-NAD 1927 Q-NADT9W- - A7. Building Diagram Number�_. A8. For a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space ore nclosure (a) O s ft A9. For a building with an attached garage, provide: b) No. of.permanent flood openings In the crawl space or q a) Square footage of attached garage 30 - sq ft endosure(s) walls within 1.0 foot above adjacent grade b) No. of Permanent flood openings In the attache ,garage —� walls within 1.0 foot above adjacent grade c) Total net area of flood openings in AB.b _=L-- sq In c) Total net area of flood openings In A9.b sq In SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name &Community Number B2. County Name G11-Y of SF\N Fo FZO 1202 7 S EMl �ot_t^ 83. State 84. Map/=04- ::E Suffix B6. FIRM Index B7. FIRM Panel F-L Date B8. Flood 89. Base Flood Elevation(s) (Zone 2 ► '► �- Effective/Revised Date Zone(s) AO,, use base flood depth) 04 t� ��951��5 � A 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item B9. ❑ FIS Profile FIRM ❑ Community De fined 0 Other (Describe) �Y P L_iATTI 611. Indicate elevation datum used for BFE In item B9: NGVD 1929 ❑ NAVD 1988 ❑Other (Describe) _ASS u m 612. Is the building lopted In a Coastal Barrier Resources System (CBRS) Designation Date area or Otherwise Protected Area (OPA)? ❑ CBRS ❑ CPA ❑ Yes No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: IgConstruction Drawings* 'A new Elevation Certificate will be required when construction of the building iissucompleilding tenderConstruction• ❑Finished Construction C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized t Conversion/Comments Vertical Datum _d Conversion/CommentsN � N>C. Check the measurement used. a) Top of bottom floor (Including basement, crew) space, or enclosure floor) 3(c G foot ❑ b) Top of the next higher floor --tr--tt meters (Puerto Rico only) _t J c) Bottom of the lowest horizontal structurefeet El meters (Puerto Rico only) ) member (V Zones only) Ica . d) Attached garage (top of slab) —❑ feet ❑ meters (Puerto RI. only) e) Lowest elevation of machinery or equipment servicing the building A ❑feet ❑meters (Puerto Rico only) (Describe type of equipment in Comments) --�'� —❑ feet ❑ meters (Puerto Rico only) f) Lowest adjacent (finished) grade (LAG) t--t 9) Highest adjacent (finished) �•—iJ feet El motors (Puerto Rico only) grade (HAG) �,_❑ feet ❑ motors (Puerto Rico only) SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. l certify that the Information on this Cert/ticate represents my best efforts to Interpret the data evellable. 1;unl untie fend ass that any false statement maybe punishable by fine or Imprfsonment under 18 U.S. Code, Section 1001. t'Snti Check here If comments are provided on back of form. 7- Certifler's Name C� wLicense Number Title an Compy Name _ ► t /" �f e��MANA�VNt� �izlNU�laj„ .I-BI GP.oL1P INr-_ �vo3 mA TLl rJ0 L ZIP Code32i-S �IFJ O - ZI ZO 1, FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT:. In these spebes, copy Building Street Address (Including Apt., Unit, a the corresponding fnforrnadon ftm Section A. w or P.O. Route and Box No. state 3 Code SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agentloompariy, and (3) building owner. Comments z T�n� G 2 e 86 AT- PQt^_ PS L.AS E LyA?) 0 ^1 Signature Date . a. t`%� _..... __ _.. . _ ..-a Gheok f,ere If attachments-- SECTIOKE t NIG ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete items Et -ES. N 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 Rioo only, enter meters. E1. Provide elevation Information.for the following and check,the appropriate boxes to show whether the elevation Is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (Including basement, crawl space, or enclosure) Is ❑ feet ❑ meters ❑ above or ® below the HAG. b) Top of bottom floor (Including basement, crawl space, or enclosure), Is _ ❑ feet ❑ rneters .❑ above or below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Secli Items 8 /or 9 (see a e 8 of Instructions), the next higher floor (elevation C2.b In the diagrams) of the budding 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 end/or equipment servicing the building .Is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. ES. 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 FEMA4ssued or community -issued BFE) of Zone AO must sign here. The statemehis In Sections A, B, and E are correct to the best of my knowledge: Pi.operty 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.) 02. ❑ A community official completed Section E for a building located In Zone A (without a FEMA-issued'or community -Issued BFE) or Zone AO. 010 The following Infomnatlon (Items G4.-G9.) Is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued 07. 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 On Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Title Telephone Signature Date Comments ❑ Check here If attachments FEMA Form 81-31, February 2006 Replaces all previous editions FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: SPRINGFIELD 3/� y� it -� �Zt Builder: ENGLE HOMES -� Permitting Office: SA.-JFp* J City, State: Permit Number: 0 7 _ Uo Owner: Jurisdiction Number: l0 91S OO Climate Zone: e. r I l . New construction or existing New 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I _ 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 2125 ft' 7. Glass type and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default)389.0 ft' _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)389.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 217.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1617.8 ft' _ b. Frame, Wood, Adjacent R=11.0, 282.0 ft' c. N/A _ d. N/A e. N/A _ 10. Ceiling types _ a. Under Attic R=30.0, 2131.5 ft' b. Under Attic R=30.0, 183.0 ft' c. N/A 11. Ducts _ a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft b. N/A _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.18 Total as -built points: 28521 PASS Total base points: 31444 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida nergy Code. OWNER/AGENT: DATE: Ot 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(D (Version: FLRCSB v4.0) Cap: 48.0 kBtu/hr SEER: 14.00 Cap: 48.0 kBtu/hr HSPF: 7.70 Cap: 50.0 gallons _ EF: 0.90 �F THE S VOTq0 C4 v OD WEB 0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2125.0 25.78 9860.9 Single, Clear E 1.0 9.0 32.0 63.97 0.99 2034.1 Single, Clear SE 12.0 11.0 22.0 61.07 0.50 666.5 Single, Clear W 1.0 9.0 39.0 57.68 0.99 2236.1 Single, Clear W 8.0 16.0 24.0 57.68 0.74 1022.6 Single, Clear N 1.0 9.0 16.0 30.19 0.99 479.7 Single, Clear W 1.0 4.0 18.0 57.68 0.92 950.3 Single, Clear W 8.0 15.0 8.0 57.68 0.72 332.7 Single, Clear E 8.0 7.0 9.0 63.97 0.49 284.7 Single, Clear E 10.0 11.0 16.0 63.97 0.55 565.9 Single, Clear E 10.0 11.0 44.0 63.97 0.55 1556.2 Single, Clear E 10.0 3.0 16.0 63.97 0.36 371.5 Single, Clear W 8.0 12.0 16.0 57.68 0.65 598.7 Single, Clear S 1.0 6.0 16.0 48.22 0.94 728.4 Single, Clear S 1.0 7.0 16.0 48.22 0.97 748.8 Single, Clear S 1.0 5.0 9.0 48.22 0.92 397.6 Single, Clear E 1.0 9.0 46.0 63.97 0.99 2924.0 Single, Clear NE 20.0 12.0 42.0 47.10 0.50 984.1 As -Built Total: 389.0 16882.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 282.0 0.70 197.4 Concrete, Int Insul, Exterior 4.1 1617.8 1.18 1909.0 Exterior 1617.8 1.90 3073.8 Frame, Wood, Adjacent 11.0 282.0 0.70 197.4 Base Total: 1899.8 3271.2 As -Built Total: 1899.8 2106.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 0.0 0.00 0.0 Base Total: 18.0 28.8 As -Built Total: 18.0 28.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2131.5 2.13 4540.1 Under Attic 30.0 2131.5 2.13 X 1.00 4540.1 Under Attic 30.0 183.0 2.13 X 1.00 389.8 Base Total: 2131.5 4540.1 1 As -Built Total: 2314.5 4929.9 EnergyGauge® DCA Form 60OA-2004 EnergyGaugeG/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , . PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 217.0(p) -31.8-6900.6 Slab -On -Grade Edge Insulation 0.0 217.0(p -31.90 -6922.3 Raised 0.0 0.00 0.0 Base Total: -6900.6 As -Built Total: 217.0 -6922.3 INFILTRATION Area X BSPM = Points Area X SPM = Points 2125.0 14.31 30408.8 2125.0 14.31 30408.8 Summer Base Points: 41209.1 Summer As -Built Points: 47433.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 48000 btuh ,SEER/EFF(14.0) Ducts:Unc(S),Unc(R),Int(AH).R6.0(INS) 47434 1.00 (1.09 x 1.150 x 0.85) 0.244 1.000 12348.3 41209.1 0.4266 17579.8 47433.6 1.00 1.069 0.244 1.000 12348.3 EnergyGaugeT'" DCA Form 60OA-2004 EnergyGauge®/RaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2125.0 5.86 2241.5 Single, Clear E 1.0 9.0 32.0 12.37 1.00 397.6 Single, Clear SE 12.0 11.0 22.0 10.59 1.54 359.2 Single, Clear 1 W 1.0 9.0 39.0 13.25 1.00 516.3 Single, Clear W 8.0 16.0 24.0 13.25 1.04 331.8 Single, Clear N 1.0 9.0 16.0 15.07 1.00 240.7 Single, Clear W 1.0 4.0 18.0 13.25 1.01 241.0 Single, Clear W 8.0 15.0 8.0 13.25 1.05 111.0 Single, Clear E 8.0 7.0 9.0 12.37 1.19 132.4 Single, Clear E 10.0 11.0 16.0 12.37 1.15 226.9 Single, Clear E 10.0 11.0 44.0 12.37 1.15 624.0 Single, Clear E 10.0 3.0 16.0 12.37 1.32 261.2 Single, Clear W 8.0 12.0 16.0 13.25 1.06 225.2 Single, Clear S 1.0 6.0 16.0 9.90 1.01 159.7 Single, Clear S 1.0 7.0 16.0 9.90 1.00 158.4 Single, Clear S 1.0 5.0 9.0 9.90 1.02 91.1 Single, Clear E 1.0 9.0 46.0 12.37 1.00 571.5 Single, Clear NE 20.0 12.0 42.0 14.70 1.00 617.9 As -Built Total: 389.0 5265.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 282.0 1.80 507.6 Concrete, Int Insul, Exterior 4.1 1617.8 3.31 5346.8 Exterior 1617.8 2.00 3235.6 Frame, Wood, Adjacent 11.0 282.0 1.80 507.6 Base Total: 1899.8 3743.2 As -Built Total: 1899.8 5854.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 0.0 0.00 0.0 Base Total: 18.0 72.0 As -Built Total: 18.0 72.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2131.5 0.64 1364.2 Under Attic 30.0 2131.5 0.64 X 1.00 1364.2 Under Attic 30.0 183.0 0.64 X 1.00 117.1 Base Total: 2131.5 1364.2 1 As -Built Total: 2314.5 1481.3 EnergyGauge® DCA Form 60OA-2004 EnergyGaugeOfFlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 217.0(p) -1.9 -412.3 Slab -On -Grade Edge Insulation 0.0 217.0(p 2.50 542.5 Raised 0.0 0.00 0.0 Base Total: -412.3 As -Built Total: 217.0 542.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 2125.0 -0.28 -595.0 2125.0 -0.28 -595.0 Winter Base Points: 6413.5 Winter As -Built Points: 12621.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 48000 btuh ,EFF(7.7) Ducts: Unc(S),Unc(R),Int(AH),R6.0 12621.1 1.000 (1.078 x 1.160 x 0.87) 0.443 1.000 6114.1 6413.5 0.6274 4023.8 12621.1 1.00 1.093 0.443 1.000 6114.1 EnergyGaugeTM DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: " " " PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2460.00 9840.0 50.0 0.90 4 1.00 2514.67 1.00 10058.7 As -Built Total: 10058.7 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 17580 4024 9840 31444 1 12348 6114 10059 28521 PASS THE STq)�o�n EnergyGaugeT" DCA Form 60OA-2004 EnergyGaugeORaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS.... PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavitV 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 efficienc 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 1607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM' DCA Form 60OA-2004 EnergyGauge(D/FlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.6 The higher the score, the more efficient the home. I. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I 4. Number of Bedrooms 4 5. is this a worst case? Yes _ 6. Conditioned floor area (ft') 2125 ft' _ 7. Glass type] and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default)389.0 ft' _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)389.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 217.0(p) ft _ b. N/A _ c. N/A _ 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1617.8 ft' _ b. Frame, Wood, Adjacent R=11.0, 282.0 ft' _ c. N/A _ d. N/A _ e. N/A _ 10. Ceiling types a. Under Attic R=30.0, 2131.5 ft' _ b. Under Attic R=30.0, 183.0 ft' _ c. N/A _ 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):lnterior Sup. R=6.0, 1.0 ft _ b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 48.0 kBtu/hr _ SEER: 14.00 Cap: 48.0 kBtu/hr _ HSPF: 7.70 Cap: 50.0 gallons EF: 0.90 �OQ THE STq��o� fill, *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 EnergySta/ "designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wwtv.fsec.ucf.edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. I Predominant glass type. For actual glass type and areas, see Summer & Winter Glass out ut on pages 2&4. EnergyGauge® (Version: FLRCSPB v4.0) PROJECT SUMMARY y H Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: SPRINGFIELD 2125 02.13.03 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • M�--,T-t i w 1 w--i. Notes: Design Information Weather. Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 32 °F DDesi 1 TD 18M°F Relative hlumidty 50 % Moisture difference 43 grAb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 44762 Btuh Structure 35127 Btuh Venh1abon air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat bad 44762 Btuh Use mig. data y Rate/swing multiplier 1.00 Infiltration Total sens. equip. bad 36117 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1380 Bbuh Ventilation 1474 Btuh Heating Cooling Infiltration 4467 Btuh Area (ft') 2125 2125 Total latent equip. bad 7322 Bbih Volume (ft3) 22722 22722 Air cha esfimr 0.70 0.40 Total eegqLLnnpment load SHR 43439 Btuh 3.8 ton Equiv. A� (dm) 265 151 Req. bfal capacity at 0.80 Heating Equipment Summary Cooling Equipment Summary Maile LEN\DX Male LB\fVM Trade Trade Model Cord Coil Efficiency 7.7 HSPF Efficiency 14 EER Heating input Sensible cooling 37600 Btuh Heating output 0 Btuh @ 47-F Latent cooling 9400 Btlih Temperature rise 0 °F Total coding 47000 Btuh Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0.036 dmlBtuh Air flow factor 0.046 do Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space themlostat Load sensible heat ratio 83 % Bold/italic values have been manually overridden Printout Certified by ACCA b meet all requirerrlerds of Manual J 7th Ed. wrigHtsoft Right -Suite Residential 5.5.17 RSR32731 2006-Jun-20 10:54:35 E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: SPRINGFIELD 2125 02.13.03 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22722 ft3 x 0.0167 = 265 cfm 2 Winter infiltration load 1.1 x265 cfm x 32 °F WinterTD = 9331 Btiuh 3. Winter infiltration HTM 9331 Btuh / 407 ft2 Total window = 22.9 Btuh/ft and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22722 ft3 x 0.0167 = 151 cfm 2 Summer infiltration load 1.1 x 151 cfm x 18 °F SuTn-erTD = 2999 Btuh 3. Summer h ttration HTTvt 2999 Btuh / 407 ft2 Total window = 7.4 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grAb moistd'rff. x 151 cfm = 4467 Btuh rt Vl.Cu Ulu 1./ - Gyut fJ111CllL JIIL IOU Lvau.7 1. Sensible siting bad Sensible ventilation bad 1.1 x 50 cfm vent x 18 °F SZmT1erTD = 990 Btuh Sensible load for structure (Line 19) + 35127 Btuh Sum of ventilation and structure bads = 36117 Btuh Rating and temperature soling multiplier x 1.00 Equipment song bad - sensible = 36117 Btuh 2 Latent siting bad Latent ventilation load 0.68 x 50 cfm vent. x 43 grAb moist.diff. = 1474 Btuh Internal bads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 4467 Btuh Equipment song bad - latent = TM Btuh 'Construction Quality is: a No. of Fireplaces is: 0 Bold/italic values have been manually overridden Printout oertified by ACCA to meet all requirements of Manual J 7th Ed. ,- wreghtttsoft Right -Suite Residential 5.5.17 RSR32731 2006-Jun-20 10:54:35 ACCP. E:1Files%ENGLE20021SPRINGFIELDISPRINGFIELD.rsr Page 1 Duct System Summary 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: SPRINGFIELD 2125 02.13.03 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • For: ENGLE HOMES External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.17 / 0.17 in H2O 0.872 in/100ft 1600 cfm 39 ft Supply Branch Detail Table Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.17 / 0.17 in H2O 0.872 in/100ft 1600 cfm Name Design (Btuh) Htg (cfm) Clg (cfm) Design FIR Diam (in) Rect Size (in) Duct Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk NOOK/KITCHEN c 3813 165 174 0.895 7 Ox 0 VIFx 38.0 0.0 2 NOOK/KITCHEN-A h 2702 97 91 1.097 6 Ox 0 VIFx 31.0 0.0 2 DIN/LIV/FOY-A C 5450 211 248 1.097 9 Ox 0 VIFx 31.0 0.0 2 DIN/LIV/FOY C 5450 211 248 0.872 9 Ox 0 VIFx 39.0 0.0 2 FAMILY -A C 2854 115 130 3.400 6 Ox 0 VIFx 10.0 0.0 FAMILY c 2854 115 130 2.429 6 Ox 0 VIFx 14.0 0.0 BATH2 c 156 4 7 2.429 4 Ox 0 VIFx 14.0 0.0 BDRM4 h 2124 76 68 1.417 5 Ox 0 VIFx 24.0 0.0 1 LAUN C 1208 43 55 1.417 4 Ox 0 VIFx 24.0 0.0 1 BDRM3 h 2917 104 52 1.259 6 Ox 0 VIFx 27.0 0.0 1 BDRM2 h 2015 72 46 2.429 5 Ox 0 VIFx 14.0 0.0 MSTR.BATHMIC h 1518 54 38 2.429 4 Ox 0 VIFx 14.0 0.0 MSTR.BR-A h 4646 166 156 2.429 7 Ox 0 VIFx 14.0 0.0 MSTR.BR h 4646 166 156 1.478 7 Ox 0 VIFx 23.0 0.0 Trunk Htg Clg Design Veloc Diam Rect Duct Duct Name Type (cfm) (cfm) FIR (fpm) (in) Size (in) Material Trunk 1 Peak AVF 223 175 1.259 640 8 0 x 0 VinlFlx 2 Peak AVF 684 761 0.872 545 16 0 x 0 VinlFlx vvnghtsoft Right -Suite Residential5.5.17 RSR26014 2006-Feb28 10:25:15 ACC,% E:1Files\ENGLE2002\SPRINGFIELD%SPRINGFIELD.rsr Page 1 DUCT TREE DIAGRAM Entire House y DEL AIR HEATING,AIR CONDITIONING,R Job: SPRINGFIELD 2125 02.13.03 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • For: ENGLE HOMES HEf+fEIN[bg CC©iasg External ftffinpassim: 0.40 in H2O 0.40 in H2O Pressure Iris: 0.06 in H2O 0.06 in H2O Available AM ptnam: 0.34 in H2O 0.34 in H2O SdpW/Reiw:n available pressure 0.17 / 0.17 in H2O 0.17 / 0.17 in H2O AakaaktWfion rate 0.872 in/100ft 0.872 in/100ft Actual air flow 1600 cfm 1600 cfm Total Effective 1eag#tli(THE4): 39 ft Attn: lines indicate branches and trunks, numbers indicate AVF's SUPPLY TRUNKS AND BRANCHES - SCHEMATIC TREE DIAGRAM BDRM4 —68. 1 175. — LAUN —55. BDRM3 --51. NOOK/KITCH —173. NOOK/KITCH —91. DIN/LIV/FO —248. DIN/LIV/FO —248. FAMILY -A —130. < —NO TRUNK FAMILY —130. < —NO TRUNK BATH2 —7. < —NO TRUNK BDRM2 46. < —NO TRUNK MSTR.BATH/ —37. < —NO TRUNK MSTR.BR-A —156. < —NO TRUNK MSTR.BR —156. < —NO TRUNK RETURN TRUNKS AND BRANCHES 761. wreghtsoft Right -Suite Residential 5.5.17 RSR26014 2006-Feb-28 10:25:15 ACCK E:iFilestENGLE2002\SPRINGFIELDISPRINGFIELD.rsr Page 1 RIGHT WORKSHEET Entire Muse DEL AIR HEATING,AIR CONDITIONING,R Job: SPRINGFIELD 2125 02.13.03 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MAPLA-1 Th Ed 1 Narmof tx n Enfire House NOOK WTCHEN DN UVFOY FAMILY 2 Lertg?tde�osedwd 217D ft 41D ft 48.0 ft 14.0 ft 3 Rtzm dmert97s 13.0 x 22.0 ft 18.0 x 23.0 ft 18.5 x 18.0 ft 4 cab9s Conch Option 10.7 ft he�hld d 120 ft heelknd 120 ft ttea1 120 ft heatbod TYPE OF CST HTM Area Lad (Raft) Area Load (Bth) Area Lad (B1th) Area Lad (Bah) PJq<SJ;iE NO. HtgClg (ft') Htg Clg (ft') Htg Clg OF) Htg 09 (ft') Htg Clg 5 Gross a 14B 4.6 21 2J07 - - 492 576 1EE b 13C 32 12 300 - - 0 "" 0 we� c 12C 2.9 1.9 0 - - 0 0 pertitiors d 0.0 0.0 0 - - 0 0 e 0.0 0.0 0 - - 0 "" "" 0 f 0.0 0.0 0 - - 0 0 6 ftdo sad a 1C 37.0 241 MY - 32 1183 74 2735 1183 glass doors b BC 37.0 0 0 0 0 0 0 0 Heetrtg c 9C 38.7 132 5111 22 852 24 gm "" 4 1704 d 1C 37D 16 591 - 0 0 16 591 - 0 e 0.0 0 0- 0 0 0 0 ""c 0 f 0.0 0 0- 0 0 0 0 0 7 Vt4ddsrs ad North 24.7 135 - 3341 22 647 23 513 5E 1377 nbrsdoors NEW 39A 42 - 16% 0 0 0 0 � 0 Cocf ENV 63.6 1327 32 1741 91 6533 x 1280 SESW South 30.. 7 - 214 0 0 0 "" 0 "" 0 Ho¢ 0.0 0 - 0 0 0 0 0 c 0 B Olherd. a 11A 18.9 127 18 340 219 0 0 0 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 1618 7455 3331 438 2018 S02 462 2129 951 424 189 e p®ad b 13C 32 12 282 88B 330 0 0 0 0 0 0 0 0 VW& ad c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 pa6tiors d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Cefl gs a 163 1.1 1.4 2132 2251 2954 286 302 396 414 437 574 31 352 462 b 16G 1.1 1A 113 113 254 0 0 0 49 52 68 93 122 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d OD 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 2?A 25.9 0.0 217 5625 0 41 1053 0 48 1244 0 U 363 0 (Note: room b 19S 1.1 0.0 0 0 0 0 0 0 0 0 0 c 0 0 paineter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is drspl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for stab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 Aocrs) f 0.0 0.0 0 0 0 0 0 0 0 0 0 1 0 0 12 Infiltration a 229 7A 407 9331 2969 54 123E 39B 114 2614 840 A 1742 590 13 Slblotalbss=i+ +11+12 40EI33 - 65% ... 10731 .... 58M ... Less etteirrd heeling 0 0 0 "" 0 Lass trim sb 0 0 0 "" "" 0 Heating redisLdxtion 0 0 0 0 14 Dud loss 10% 4069 10'/ 666 10° 1073 10' SW 15 Total loss =13+14 44762 7321 11804 6446 16 trtt. gars: Peoplo Q 300 6 - 1800 0 0 1 - 300 4 - 1200 1200 2 - 1800 1 1200 0 - 0 "" 0 17 Subbt RSH gai>=7+8�.+1 +16 31934 S3B4 - 5910 5190 Less odernal coofrtg 0 0 0 0 Lesstasfel 0 0 "" "" () "" 0 Cooling radstrbution 0 0 "" 0 ""' "" 0 18 Dud gait 10°/ 3193 10' - SIB 10° - 991 10' 519 19 Total R.SHgait={17+18W 1m 35127 1m - M12 1m - 109D1 1A0 570B 20 Ac required (ch) 1800 1600 - 265 - 422 230 260 PrintoU certified by ACCA to meet aU requir ments of Manual J 7th Ed. wrrgi-rtSoR Right -Suite Residential 5.5.17 RSR32731 2006-Jun-20 10:54:35 '��A E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rsr Page 1 RIGHT %oRKSHEET Entire ouse DEL AIR HEATING,AIR CONDITIONING,R Job: SPRINGFIELD 2125 02.13.03 109 COMMERCE STREET, LAKE MARY FL 32746-6206 Phone: (407) 831-2665 J. 71ft Ed Nan drown BATFQ BDRIWI LALJN BDRM3=lgdagxsad\val if\M1ANIJAI- 0.0 ft 15D ft 6.0 ft 26.0 ft Fmvn drr a sons 17D x 6.0 ft 115 x 13D ft 6.0 x 11.0 ft 15.0 x 11D ft Ca'Ings CondL Option 9A ft 1 9.4 It hea*W 9.4 ft 1hedlrod 9.4 ftl heAhnd TYPE OF CSf HIM Area Load (Mlh) Area Load (Bath) Area Load (BSh) A. Load (Bni,) D�1RE NOT Flg Clg (ft') Htg I Clg (ft') Htg Gg (W) Ht9 I Gg (ft') Hg I Cig 5 Gross a 14B 4.6 21 0 - - 38 - - 0 - - Ux b 13C 32 t 2 0 - - 103 - - $ - - 14' ovals and c 12C 2.9 1.9 0 "" "" 0 "" "" 0 pavfitiors d 0.0 0.0 0 "" "" 0 0 e 0.0 0.0 0 "" 0 .�. .� 0 .�. .�. f 0.0 0.0 0 "" 0 "" "' 0 6 V*d vs and a 1 C 37.0 0 0 "" 16 591 "" 0 0 "" 1 591 glass doors b BC 37.0 0 0 0 0 0 0 "" 0 Heabg c 90 38.7 0 0 0 0 "" 0 0 0 d 1C 37.0 0 0 0 0 "" 0 0 "" 0 e 0.0 0 0 "" 0 0 0 0 "" 0 r 0.0 - o o -- o o -- 0 0- 0 ~~ 7 V*d>Ais and North 24.7 0 "" 0 0 "" 0 0 "" 0 1, 2157 glass doors NEMW 39A 0 "" 0 0 0 0 "" 0 1 0 C.00fng ESN 63.6 0 "" 0 16 m 0 0 0 SESW 0.0 0 0 0 "" 0 0 "" 0 0 South 30A 0 0 0 "" 0 0 "" 0 "" 58 H= 0.0 0 "" 0 0 "" 0 0 "" 0 0 8 Otherdoos a 11A 18.9 127 0 0 0 0 0 0 18 340 229 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 0 0 0 22 101 45 0 0 0 401 179 ®posed b 13C 32 12 0 0 0 103 324 121 38 120 44 141 444 165 v.els and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 c 0 0 peNtiors d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.4 102 10B 141 150 15B 237 66 70 91 11E 174 229 b 16G 1.1 1A 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 00 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0. 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 1 389 0 6 1$ 0 674 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 c 0 0 Pairtetar c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is displ. of 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 for stab a 0.0 0.0 0 0 0 0 0 0 0 0 0 1 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Iriftabon a 229 7.4 0 0 0 16 367 118 18 413 133 iq 357 118 13 Subtotalbss=6+8.+11+12 "" 108 "" 1931 "" 1097 2651 Less eternal heatirg "" 0 "" 0 "" "" 0 "" 0 Less transfer 0 "" "" 0 "" 0 "" 0 Heating redrstribtrtion "" 0 "" "" 0 "" "" 0 "" 0 14 Dud loss 10° 11 "" MoA 193 10° 110 "" MY, 255 15 Total loss =13+14 "" 118 "" "" 2124 "" "" 1277 2917 16 Int gars: People @ 30D 0 - 0 0 "" 0 0 " " 0 c 0 Appl @ 120D 0 - 0 0 0 1 "" $0 c 0 17 Slb of RSH ga 1=7+8. +12+16 "" "" 141 "" "" 1351 "" "" 1098 "" 1036 Less MdEfM 000k9 "" 0 "" 0 "" 0 "" 0 LessOans%r 0 "" "" 0 "" 0 "" "" 0 CadrgredLsfltbtrtion "" "" 0 "" 0 "" "" 0 "" "" 0 18 Duct gain 1 "" 14 10°/ "" 136 101 "" 110 10° "" 104 19 TdaIRSHga(17+18pPLF 100 1$ 1A0 "" 1497 100 "" 1208 1i1D "" 1140 M Air required (din) "" 4 7 "" M 68 43 $ "" 104 52 Pdnbout oetfied by ACCA to meet all requimn- ents of Manual J 7th Ed. wrrrghtsOlFt Right -Suite Residential 5.5.17 RSR32731 2006-Jun-20 10:54:35 AC& E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rsr Page 2 RIGHT ORKSHEET fj Entire c%e DEL AIR HEATING,AIR CONDITIONING,R Job: SPRINGFIELD 2125 02.13.03 109 COMMERCE STREET LAKE MARY FL 32746-6206 Phone: (407) 831-2665 J: 71h Ed 1 Nanadwn BORW MSTRB4TFWVIC MSTRBR T4MANIAL 2 3 Wosedwal Lag %as�rs Rran drn 11.0 ft 16.0 x 11.0 ft 10.0 ft 18D x 10.0 ft 46.0 ft 20.0 x 13.0 ft C fings Cord3 Option 9A ftj 9A ft haWbod 9A ft I hedtod TYPE CF CSi HIM Area Load (Btuh) Area Load W) Area Load W) Area E*KSJFiE ND. Htg Clg (ft') Htg I Clg (ft') mg Clg (ft) Htg 1 09 H9 CI9 5 Gros a 14B 4.6 21 103 - "" 91 "" -" 432 E�osed b 13C 32 12 0 - "" 0 "" 0 weG and c 12C 2.9 1.9 0 '- "" 0 "" .�. 0 parffliors d 0.0 0.0 0 0 "" 0 e 0.0 0.0 0 .� 0 0 f 0.0 0.0 0 "" 0 0 6 WFdoAsad a 1C 37.0 16 591 "" 9 333 46 1700 �' .... glass doors b 8C 37.0 0 0 0 0 0 0 Heatrg c 9C 38.7 0 0 "" 0 0 42 1626 d 1C 37.0 0 0 0 0 "" "" 0 0 0 0 0 0 0 0 "" ... e ( 0.0 0.0 " 0 0 0 0 0 0 7 V*xbAsad North 24.7 11 - 222 9 - 2EG 0 0 alas doors Cooling NEMW ENV 39A 63.6 0 0 - - 0 0 0 0 - - 0 0 42 46 "" "" 1655 251Y2 SESW 0.0 0 0 0 "" 0 0 "" 0 Safi 30A 5 155 0 "" 0 0 "" 0 ... Horz 0.0 0 "" 0 0 "" 0 0 "" 0 8 Othar doors a 11A 18.9 127 0 0 0 0 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 N3 a 14B 4.6 21 87 403 180 85 392 175 344 1587 709 b 13C 32 12 0 0 0 0 0 0 0 0 0 WAS and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 parfitiors d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 If 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1 A 176 185 244 180 190 249 2rb 275 380 b 16G 1.1 1 A 0 0 0 0 0 0 46 49 64 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 &0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 11 295 0 10 259 0 46 1192 0 (Note: room b 193 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 p-nEYBr c 0.0 0.0 0 0 0 0 0 0 0 is displ. d 0.0 OD 0 0 0 0 0 0 0 0 0 for stab fcas) a f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 InfdtraWn a 229 7A 16 367 118 9 2)6 66 88 2118 648 13 Slbt?al bs= i+6-+11+12 "" 1832 "" 139D ^^ 8446 ••• ••• . . Les ader l heatig 0 .. 0 0 »» ... .... Less batdf "" 0 ." 0 ... ... 0 . . Healing redstrbtAort .. 0 .. ... 0 .. ... 0 ... .... 14 Dud loss 10'/ 183 10°/ 138 10° ... 15 Total km =13+14 "" 2715 "" 1518 9291 16 Int gams: People @ 300 0 "" 0 0 0 1 300 Apd• @ 1200 0 - 0 0 0 0 "" 0 .� .... 17 Slbbt RSH gait=7+6..+12+16 "" 919 755 ... .... 6239 .. Las a mn-al oociig .. ... 0 -� "" .. 0 .� , .. 0 0 ».. .... Les lrfrg "" 0 •••• ••• 0 »• ,,,, 0 ... .... 18 basfer CoamdOAon Duct gam •••• 101 ••• - 0 92 10°/ - 0 76 10° .... 624 ° 19 Total RSHgan=(17+18pPL.F 1D0 - 1011 1.00 - 831 1D0 .... m 20 Atr rec)tmed (tin) 72 46 - 54 38 I 332 313 Printout oertified by ACCA tD meet ag mquiremerrts of Manual J 7th Ed. 168wrrrgF7tsO�t Right -Suite Residential 5.5.17 RSR32731 2006-Jun-20 10:54:35 k E:\Files\ENGLE2002\SPRINGFIELD\SPRINGFIELD.rsr Page 3 RIGHT-J WINDOW DATA p DEL AIR HEATING,AIR CONDITIONING,R Job: SPMNGFIELD 2125 02.13.03 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 631-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R NOOK/KITCHEN a n e a C n 0 d 1 1 90 1.0 1.0 4.0 5.0 54.4 32.0 0.0 C n se a C n 0 n 1 1 90 1.0 12.0 3.0 8.0 76.4 22.0 22.0 DIN/LIV/FOY a n w a C n 0 d 1 1 90 1.0 1.0 3.0 6.0 54.4 39.0 0.0 a n w a C n 0 n 1 1 90 1.0 1.0 1.0 3.0 87.4 18.0 0.0 a n w a C n 0 n 1 1 90 1.0 8.0 7.0 8.0 87.4 8.0 0.0 a n e a C n 0 n 1 1 90 1.0 8.0 5.0 2.0 87.4 9.0 7.4 C n w a C n 0 n 1 1 90 1.0 8.0 8.0 8.0 87.4 24.0 0.0 d n n a C n 0 d 1 1 90 1.0 1.0 4.0 5.0 20.4 16.0 0.0 FAMILY a n e a C n 0 n 1 1 90 1.0 10.0 3.0 8.0 87.4 16.0 10.6 a n e a C n 0 n 1 1 90 1.0 10.0 1.0 2.0 87.4 16.0 16.0 C n e a C n 0 d 1 1 90 1.0 10.0 3.0 8.0 54.4 44.0 29.1 BATH2 BDRM4 a n w a C n 0 d 1 1 90 1.0 8.0 7.0 5.0 54.4 16.0 0.0 LAUN BDRM3 a n S a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 16.0 14.1 BDRM2 a n S a C n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 16.0 10.9 MSTR.BATHNVIC a n S a C n 0 n 1 1 90 1.0 1.0 1.0 4.0 46.4 9.0 9.0 MSTR.BR a n e a C n 0 d 1 1 90 1.0 1.0 4.0 5.0 54.4 46.0 0.0 C n re a C n 0 d 1 1 90 1.0 20.0 4.0 8.0 39.4 42.0 0.0 „ wnghtsoft Right -Suite Residential 5.5.17 RSR32731 2006-Jun-20 10:54:35 AC,CA E:\FilesIENGLE20021SPRINGFIELD\SPRINGFIELD.rsr Page 1 v.' Iglu ='t•.E IJ')bhlli BY BLDR MIN 2' FROM '-;:!L_ -_�ae a;C'et0• CL I` Underzu to entry door if a transfer/bypass system is used instead or G dl:^ect return. Must have a rd ilnun clearance of 4 Inches around the alr handler per the State Energy code. All duct has an r=6 Insulatlon value. you/•� ��,� � WEATII ERMASTER Buitdim Pu duos IINc. Office 407-324-2080 fax 407-324-0503 df LABEL DRAWING # OR TYPE USED WITH PRODUCTA! 1 Legend of contents 2 GA 1 Installation 1450 Flange SH 1450/1550 3 GA 2 Installation 1450 Flange PW 1450 4 GA 3 Installation 1100 Fin SH 1100/1900/1970 5 1 GA 3/A Cont. Head And Sill Fin Mull 1900/1100/1970 1900/1100/1970 6 IGA 4 1 Installation 1100 Fin PW 1100 7 GA 5 Installation 1450 PW Flange Designer PW 1450/1550/1570 8 GA 6 Installation 1100 PW Fin Designer PW 1100/1900/1970 9 GA 7 Installation 1480 Flange HR 1480/1580/1590 10 GA 7/A Installation 1580/1590 Flange 3 Lite Slider 1580/1590 11 GA 8 Installation 1180 Fin HR 1180/198011990 12 1 GA 8/A 1 Installation 198D 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 D450 Fin Vert. Mull Clip 1448 17 GA 12 Mull Bar Load Chart 1 x4 Fig. Hz. SH 1445 18 1 GA 12 A I Mull Bar Load Chart 1 x4 Fin Vert. SH 1445 19 IGA13 I Mull Bar Load Chart 1x4 Fig. Vert. SH 1445 6 20 GA 14 Mull Bar Load Chart 1x4 Fig. Vert. PW 1445 21 GA 14 A Mull Bar Load Chart 1x4 Fin Vert. PW 1445 22 GA 15 Mull Clip1x4 >81 Fin Vert. Mull Clip 1445 23 GA 18 Mull Clip GEN 0453 Fin HZ Mull Clip 1447 24 GA 19 Mull Bar Load Chart 1x4 w/lip Fin HZ SH 1447 25 ' GA 20 IMull Clip GEN 0457 Fin Vert. Mull Clip 1448 26 GA 21 Mull Bar Load Chart 1x2.5 Fin Vert. SH 1448 27 GA 22 Mull Bar Load Chart 1x2.5 Fin Vert. PW 1448 28 GA 23 Mull Bar Load Chart 1x2.5 Fig. Vert. SH 1442 29 GA 24 Mull Bar Load Chart 1x2.5 Fig. Vert. PW 1442 30 GA 25 Mull Clip GEN D454 Fig. Vert. Mull Clip 1442 31 IGA 28 IMull Clip GEN D459 Fig. Vert. Sill Clip 1442 32 GA 28 IMull Clip GEN 0456 Fig. HZ Mull Clip 1445 33 GA 29 Mull Clip GEN D452 (>6) Fig. Vert. Mull Clip 1445 34 GA 30 Installation FEB. HEB. IFIg. SH 1450/1550/1570 FE+HE 145011550/1570 35 GA 31 Installation FEB. HEB. IFIN SH 1100M900/1970 FE+HE 110011900/1970 i-- — T 14W SM Stein Flargo/Vrartlod U42 13/4 7 L 1"W1540S4ritt FlamUa/VwUcal 1"6 1 V4 ll4afllt# 3411e IRdttoftro.nt iau hnn /nr dl :a•oUu•t:-�f�''�uI O,S vet lied s: tClu'ol opOlieol:l:ng Imrl,ed a:rieturd Gopli•Utto lur o ot11;+rtp; x 'e• n:;- w,d of oi; lunge wi-dows. of nil fiem9c W;ncow:. .0copul•co::e-s. Adds I/8to hpan:nq. Acl; q. ' ,/S" :u 07tT6l4 AJub ' 1/9- to 7nMMrr rl r .w IiR MILL 11n ,fI on I.y R��I� fA ..1 Irtnfa•t.r 114Vtt4a �414w15�Set,. .. itVllawti /I4a 1 I .^• Iw.l Iti 1 MorftOd41 l V4rtterl TM YIN (l►4ettt 1449 [r v yr :'. a.e. 1'iw'�. .v. •1 OFFICE ILANS REVIEWED ITY OF SANFOR D 114NIar and 14wLwA be Varnoal Tube ally OrM tet N4l . i w IAnM soft ra.ta.nl.lat..ar 1445 710rq' warebw Ab"m a Ab —1, . -d ra trrr.a:r.,• �n� rrul �; syqMr. •nJe�•• '• I=J H. are-, I 1/P.' :n 07e.•4p. i 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.floridabuildins.org under their product approval section. FL 5171 Single Hung Windows FL 5170 Sliding Glass Doors FL 5169 Fixed Picture Windows FL 5168 Horizontal Sliders ONE BY W000 - BUCI( BY OTHER CAULK BETWEEN WIDOW RANGE ! WOOD BUCK 4 BY CAULK EXTERIOR PERIMETER BY OTHER v PRE CAST 31 er oT,Ens SECTION 1 SHIM AS REO D (ME NOTES) TAULA1=11N ANCHOREENASONRYY OILERS 1 / .• YIN. 4 T BUICK 4 a CAULK BEIWFD, WWOOM rUWOE • PRE CAST SILL WITH ANSE Ile ADHESIVE CAULK OR APPROVED EQUAL Q7E BY 1Y000 BUCK BY OTHER Bua WIDTH 1 14• ►e i TUNA TYPE WINDOW FRAME —SHIM AS REDID. .UMB (SEE NOTES) ' � 4 0 IISTALLATEN ANCHOR PERIMETER CAIAKJ 4 BY OTHERS CM" BETWEEN WOOD BUC( R WHOM WOIH MASONRY OPENING BY OTHERS EXTERIOR GENERAL NOTES 1) SILT AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX ALLOWA13 E SHY STACK TO K 1/4- 7) WINDOW FRAME MATAL: UM ALUMINALLOY BOB] ' ]) ETBCAULK BEHIND WINDOW FLANGE AT HEAD AND JAW%IsLL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 11B FIE9VE CAULK OR APPROVED EQUAL 4) APPLICATION OF NAJOM 110 ADHESIVE CAULK AT FRAME SILL MUST COMPLY VAIN SEALANT MANUFACIEFER'S RECOMMENDATION 5) CAULK FOR PERMETER SEAL AROUND E(TERIOR OF NINDOw FLANGE B) GLASS TICIOTESS MAY VARY PER THE REOIARENENTS OF ASIM E1300 MASS CHART SINGLE MASS IS SHOWN. MSMTINO CLASS IS ALSO OUALFIED. CAL" BETWEEN MNDO11 RNEDE WOOD FLANGE SECTION 2 No. 42371 VIEWED FROM EXTERIOR i 70 Iu STATE OF ' ? TAE i� I'��0R!0�' o Err,'S ONAL 'I, 1434AN0,�,` G.A.1 CAL I SIZE (IDOW S) la� ��CH 10" DEr tH TAPCO1 NO= LOCATION SZEPRE591RE PRES9INE LOCATIONS 17 II t/I ■ w -w -# -3w -mI AC r.wu ,3 0 J11. a 3n -77 -Tr -193 -113 AC fAM to II . w an _w -mm -1N 1: AC n 114 ,I a/a ItiNI iN4 I1h■ tn■mI n0 - _I. _� /.nw a.v.Ii1y ,I 1. 1n • T3 -40 -40 -112 -It. AC 0"..aw 17 t. 1 . M - - _106 -04 AC DNJAN) INf a t/3. a -■7 -07 -in -,a AC raX1 1113 So 1/2■ 7n -w -m -Iw -iw AC rAXJ IN4 w Ih ..SA men -47 -7 1 A. C f,011J 4 aIh .M In -tM 00 -m AC r•flsrI WN a In •w 0/0 -43 -43 -too -10 AC AC rAm u ra u tI! II 21 IA .93 I!Ih ■ 3 -40 -40 40 -40 -I1 -7I -7I AO rANJ 1117 a 1 -w -w A.0 rANi 300 30 Ih ■ >• -w -w -113 -113 AC r.nu 30d 301/2 .3I3n -47 -47 -w -w AC rAIU 3014 30 th . m In -T -41 -72 -7I AC i.M 30.N4 30 1h .84 In -40 -40 -T7 -n AC 30.44I 3D 1/2■ m I/I -40 -40 -7I -7I AC AC r.01u r.01U 3010 30 th ■ O -40 -40 -7I -70 AC fAM 3DA 31D 1h ■ 73 -40 -40 -71 -11 AC ►AN7 n 371 a -01 -Ot -w -a AC ►.NU All» . 30 3/2 -40 -40 -41 -47 AO T.0X1 34 37 x m In -a -10 -17 -07 AC F. N 34 n 154 an _40_. -m -m AC 3NI 37 I as8/0-40 -40 -m -m AC ►AIU m » 3 93 -40 -40 -03 -I3 AC I.am E■ 37 ■ T3 -40 -40 -a -a AC f.tW -n -n AC /.wu ® 43 I a -4I -N -M -4I AC FAW an 4313I 310 -40 -40 -0 -40 AC ►AN7 4780 43 I m In -40 -40 -40 -40 AC F.wu 434N 43 I N In -•0 -40 -e -40 AC wu 42 A I Hm SA -4D -40 -40 -40 AC f.wu 4a3 43123 -40 -40 -40 -40 AC f.0X7 4373 43I 73 -40 -40 -m -40 AC rAXI ■ M -W AC ►Aw 40 4A I a -M -4I - - AC 1'.01u 4671 4.I i 3n -40 -p - - AC r.OXJ 4M 49 I m I44/I 0 - - C F.Wr.QU 4I4 01■01 In _40 - -A6c 4IN3 M I m CA _m _p - _ AACC faW 4OU 40I m -.0 _40 - - T.WU wu /ANT aa 1/1wa e -a AACc TTA'OaXwWJ 531n■/n-40 AC ►.wu 34 1/I. m In Aa F. 3444 II -40 -40 C f. 3Na ,nI In -so a �nm 30 /A ■ p -01 -40 _40 - - AC AC ►AM I TAXI 1JI 1) D E ME PCWM=At$ Ala ttmllM IT101CMIY. tn4DI TI o AIULNI! • MK Jar A ADISAM 1m1 DrNm n Loan IF ata PDIaMMroE tQiMO WaE f[ aTa IQ3A1Q m It[EMOOIT OF ,: or GV M l&O pI = A/�{01ACOMM Mw IdIDI IRL M Rim m .OD rs OR m ata Im rlmR cr q IQIrMl• 7 RAIQ /tA< 1aCOM M OMICIUM 01 MA30RT alawo Ia Mr MAL TNC01 A11010A v IIM71G10R LDYN 10'"MU IMU-1/3 DoonIOR am wee MTE AT IMAMS 21 CMI M 04MM /1 Sm IMM1O0 MR KY m LMA?M 4 r OGLE MOON an ■ HOT Itim N AIaXm OW". UK AI CMM OLIMOTY Uf= tM ,OTT LAMM Q 10 11E N.WDI,aTE OMM PPIMM IMM YU .HOB 1B YOOSEF LAVY, P.E. CONSULTING EN®HERE swe a ft op ta• 1Mi. ■ >r •ra r ■I110 • W ■ no IIID r01QT LAIC tuft / 108 OA71A36 TDIAS 73243 ASSOEiY ORAWNO 311 R Its 7 WM I4aoAM 1370 iMIOE I/UIID TMIDOM AR 12/00/03 B NSIAU710N t NSIAULATICN ANCHOR.— BUEOW BY ONOWR - CAULK BETWLEM I INDOW - FLAMM At WOWSUCK G B ROW CA" - Fgj"_1 EXTERIOR W0N001F A SAL PERIMETIA 0Y OTHER �CAULK BEn►vN W000 BUCK t MASONRY OPENNO BY O�fttRS u I t t 1' MRL Q 1 SNOT AS READ (SEE NOTES) SUCK HEIGHT p a MIRm SILL STOOL PRE CAST SRl BY 01NEAS BY OTHERS .. CAW( BEnUM4 WINDOW FIAMM . l PRE CAST SILL NTH VULJQM ne ADHERVE CAULK OR SECTION 1 APPROVED EQUAL BUCK NOTIt— S IM AS REOD. (SEE NOTES) FLANGE TYPE ItNOCIW FRAME AAMB GLAZING (TYP. SEE NOTES) / PDA)EQR W BY OTHERS t4NDOw MOM EXTERIOR NOTES (il[11A1 1) S M AS REOD• AT EACH INSTALLATION ANCHOR NM LOAD EARNO SHIM. MAX ALLOIAR E SHY STAG( TO BE 1/r. I:) WNDOW FRAME MATERIAL AL DY 0001 3 TTOO M R IMAM VULKEMA 110 iiV CCIULKKOOR APPROVED EQUAL 4) APPUGTIOt OF VVUWY tte ADHESIVE GUNK AT FRAME SILL MUST COMPLY WIN SEALANT MAKUFACTU I" IIE1DOISE)OAT10t 0) GUJI PERIMETER SEAL MIOUI) -,UG t OF UNDOW r AMM. 0 CLASS THICIO SS MAY VARY PEP I)E REOARFUNTS OF AMW C1300 CLASS CHART. 7 THE ABOVE ARE POSITIVE A NEGATIVE 41101CTURAL DESIGN LOAD FROM COMPARATIVE ANALYSIS At HAVE NOT KEN CAPPED BY RESULTS OF WATER PERFQRMAMM 1E31040. WERE THE WATER FIE93TAHM 107 REQUIREMENT OF 15 t OF OESION LOAD APPIJES. POSITIVE Of9ON LOW APPLES, POSITIVE MSION LOADS WW1 E LISTED TO 40.0 PST DUE TO WATER 107 PRL99RE Of 60 P.W. ACHIEVED N MT. 0) NSTALLAOOI Of ►LANM FRAME WINDOW N CONCRETE OR MA LIMY CPDRIO USE J/Ir 01A TAPOON ANCHORS OF 0Ug10ENT U 40TH TO PROVIDE MN, 1 1/4' QHDYDIT INTO SUBSTRATE At LOCAimm SIOTN ON CHART. 0) SEE ELEVATION FOR LEY TO TAPOOE LOCATIORK ICI IF ExACT 1R100W O NOT Lww N ANQ1gt Otmr. VE ANCHOR QUANTITY LISTED KM HEKr LARGER SIZE, FOR THE AFPROPMTE DESIGN PIK MW REM 3NE BY HOOD IUCK BY OTHM UK OII ENT Q Q NSTALIATICH ANO/OR CAULK BETWEEN Q WOOD BUCK 1 MASONRY OPENING BY OTHERS C." wrwEw WIDOW FLANGE WOOD BUOL SECTION 2 1 _.J ELEVATION VIEWED FROM EXTERIOR S E F L tF1r ff 42371 j A •. W � 0 STATE OF ? S rfi a �1 O R IOt.. O� f i FFF4LLoNAL :� G.A. 2 WHIM CaL SS OE9Q1 DISC" TAPOON ANCHOR LOCATION SIZE (INCHES) PREWARE LOCATIONS CAPACITY N PSFCAPACITY N PIT 11 x ICI In -137 to -192 Ae FAW 11 x 74 w -w Ip -tw U f.0N1 I1 x 30 11 x 31 74 00 -74 -a Iw IN -43C -IM U AA : W I! x 41 4t -t1 1f -t37 A0 ►Aw 17 x w fF -or - - Al rAW 1 w -00 AD FAri) 11 x It 7w -lw "0 -tw AC F,ON) I4 x 14 n -n ILO -130 AC FAJU tog 70 w -w in -IL3 AC r.tUU 10 x >• 41 -0 111 -111 AC F•� It x M w -40 Iw -1w AC I.wu It x w w -w - - AC rAKI 10 4 71 .0 -w Ac FAW 14 t l4 w -01 is -133 AC I ANI 74 t U 03 -tD 170 -110 AC rAW 74 [ w 44 -44 to -Iw AC TAN/ 74 4 31 w -w 47 -Q AC Fwu 2410 w -40 w -40 AC FAN; 74 . w w -40 - - AC rCLU 74 4 73 w -40 AC HAW a 1 t0 17 �7 170 -Iw AC FILM a t 74 41 -41 w -w AC IA)U 4 W 32, 40 -40 11 01 AC y F.0 a 0 31 40 -40 w 41 Ac r.01U a 1 MI w -w w -w AO FAW 37 [ w 40 -40 _ _ AC ►.YIU a ■ 77 40 -40 AC ►Aril 30 ■ 14 41 -4I 1+1 -114 AC FA4U 31 t 74 w -40 67 -07 Ac ►.QKI >t t w 40 -40 73 -73 AC FAR) Nts w -w n -n Aa FEU . [ 40 w -40 Y -Y AC I,tUU 30 3 00 40 -w _ _ AO FA1L7 31 1 n 40 -40 AC fA1U 41 t 10 40 -40 Id -101 AC f.(N1 40174 w -w w -w AO ►wu 40 t 70 w -w d -n AC F.O;U r.wU w [ N w -40 40 -w A.0 ►.wu 40 1 so w -w - - AC FA1U 4 [ 72 40 -q AC F,qW w [ 11 w -40 104 -104 AC I.wu w 1 14 w -w as -w AJ Ftt)U 001 3D w -w w -w AO /JUU w t ]1 w -w w -SIC AC F•� So1 40 w -w 40 -40 AC F.wU p 1 w w •40 AC FAW 77 t t1 w -43 t01 -tot AC FAN) ?19 34 w -40 01 -01 A.0 f wU 73 t " w -40 40 -w AC 77 t 30 w -40 40 -4D AC ►AW 77 F M 40 -40 w -40 AC F.WU 77 1 w 40 1 -40 1 - - AC ►AW M 414 Mw -41 AC F/.,441J,NU MM t74 -- -- 40 -rA ACAC 1 t >D F.OW Mty 40-0 I� 40 Aa w Itt0 - - w -w AC /.4LN; N• 74 - - 40 -44 Ae ►.4Ju IsY 30 - - w -40 AO r.ON w t a - - w -w AC ►.NU w t • - - w -w AC r, YLA .TDB 0210 fdr,'�'7, . � "pqi W�" YOOSEF LAVY, P.E. CONSULT010 ENGINEER as W 0* K. O1iA W m •rA h Wo wp Farm LANK, MR / tw OAtLA1l TOW 70743 ASSEMBLY CRAWL ) (214 F R 2N)>w-007 t100 1410 m FtlaitC 4SMpr AR I N/A NIN 1111ALAT01 140 TWO BY BUILD OOWN BY OTHERS CAULK BETWEEN WINDOW FLANGE k FILL STRIP-1 SHEATHING BY OTHERS PERIMETER CAUL BY OTHER FLANGE TYPE WR4DOW FRAME HEADER n-MOE TYPE naa. WINDOW FRAME PERIMETER CAULK BY OTHERS CAULK BETWEEN WINDOW FLANGE k WOOD BUG( A a CAUL( BETWEEN WOOD BUCK k MASONRY OPENING BY OTHERS SECTION 1 CAULK BETWEEN FTLLERSTRIP k BUILD DOWN BY OD MRS i MN EMBEDMENT FILLERSTRIP BY OTHERS SHIM AS REO'O. (SEE NOTES) INSTALLATION ANCHOR. BUCK GLAZING (TYP. HEIGHT SEE NOTES). 67.A. 5 GENERAL NOTES 1) SIOM AS RE010. AT EACH INSTALLATION ANCHOR USING LOAD DEMNG SHIM. MAX ALLOWABLE SIACK TO DE 1/4. i) WINDOW FRAME MATERIAL ALLOY 6063 3 CAUIX BEHIND WINDOW FLANGE AT HEAD. SILL R JAMS& 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) CAM THICKNESS MAY VARY PER THE REQUIPAUMTS GF ASTM E1300 CLASS CHART SINGLE GLAZING IS SHOWN. INSULATING CLASS IS ALSO QUAUFIEO 0) U93M WATER RESSTANCE TEST REQUIREMENT OF ESE OF DESIGN LOAD APPLIM POSITIVE OESON LOADS WILL BE LMTW TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 0.0 PSF ACHIEVED N TEST. 7) KJ/Ni- TAPCON 11PE NSIALLATION ANCHOR MUST BY OF 41FTMNT LENGTH Td PROVIDE A MN. 1-1/4- 01S UU1T INTO SUBSTRATE #6 04STALLA710H SOMW AT HEAD AND JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1 1/6' TIN. EMBEDMENT INTO WOOD FlMMM 3/10- CIA TAPCON ANCHOR • A INSTALLATION SCREW TO BE FLACED I' MAX FROM CORHQt3 11 24' MAIL QG MAUL BETWML 0) BUILD DOWN ARONND THE WAVE PORTION OF M NDOW FRAME TO BE LNCOUIRFD BY OTHERS MUID DOWN MUST 6E OF SUFF100T STIENOTH TO AOEWATELY TRANS" LOAD FROM WIDOW t0 THE STRUCTURE. D) ELEVATIONS SHOW COk" OO 011RATIONS IT IS NOT WrENOED TO LMT USE OF THIS PRODUCT TO DIM TWO CONF=ItAnCNS, THIS SHEET APFUIS TO ALL CONUOURAIMS OF FI)® WtHDON FRAMM SYSWL '�--- I ELEVATION Q 1 1/4- MIN EMBEDMENT. VIEWED FROM EXTERIOR ,,•NNNNNLNN, I _ S E F L it, ISTAILATICH HONORS • � IIo.12]71 i i STATE OF r. �'••A'tOR1OP''.V == ` SHIM AS REOV (SEE NOTES) FLANGE TYPE UNDOW FRAME JAMB - GLAZING (lYP SEE NOTES-7 7 1 1/4 MIN. EMBEDMENT 'CAUL BETWEEN MNDOW IUNGE imo PERIMETER CAULK BY OTHERS SECTION 2 RON SIIEA hONG BUCK BY OTHERS C OIE BY wow BETWEEN WINDO RANGE R WOOD BUCC. W ELEVATION VIEWED FROM EXTERIOR 1 Rik, r •�' WN IL Q* IL • Qmdk% U 17001 • III I. u111n • (IiR 0 nXI INSTALLATION DETAILS TWO BY D DOW SERIES 14M/1SW/1570 OMWM PICTURE MNDOW DISTALA11C1 145D PIT CONCRETE O1 — UASaIRY OPENING B1 OTHERS ONE aY rgOD —, arOl B1 OTTERS STIY AS RED'D•--� (SEE NOTES) \ fTUOCD — eY OTHERS POONETEA CAMX By OTHERS CLAIINO — (SEE NOBS) EXTERIOR NIUIlATION ANCHOR S/,r all TMCON — CAIAR BETWEEN 111000 auOX W EASONr OPENING By OTIERiIS nmawNENr SHIM AS REDID am BY rood (SEE NOTO) miCK BY OTHERS 0" rRAW Amm mSTAL1TIa4 A MOM . D R SOi11_ (TIP. kl�![ 4..A>710 r(SET Norms) TMOON! ML NOT IEO10.) CONCRETE — OR MASOMIlY D J By OIO . D gY ORCDa 4 I INSTALLATION ANOIOI 7/Ir aA. TAP004 D wow am a MATT OFQNB R BY OTHERS PER11" CAIRN BY OTHERS 1Q B"oO°DTERa 1-1 4• nNT WIDTH1/4' WAR DOOR SEf. SPACE gcnoN A-R CAU1X aE1WEEM ONE BY 1w0o aUOX • WOOD am uASY mDMO 0Y OTHERS a •• • d ' d I SLMMG GLASS DOOR 4"GION SKIP 1 fLIBERALLYMILT a CJNAANCUN t�,�MTALLATIO" DER SILL OR SET SILL INQ CONCRETE • 4 GLAZINGBED OF (SEE NOTES) CONCRETE , AMOMR WASO RY OPMWc SEC710N A -A By GPM 3/141- DIA. TAPCOS tsm 1' DOW NMIWIa AUAMAI Muff W" p WORD T TM AWOM= VM N a R)RfN1I LENGTH m RYE AOIM Dan v 1-1/E MIO MURR*K OR »»,) A"m M "pa" Ito AM01ta m NON ALL no" AM IWA1a IOOR a 9 IN[ LAZ MU FOR POatTm IM MOM [RTDIa d DOM me • M-0 No Q A MT um mo101 OIMG ut ATOM GwrRT USTm Wm MR Loom f='m vR Ar OMU COO11— IMM 4) 1011 PC= NOON Ost U! OIR'IT rwj6s GOO on A 00/IOA►nm 1• IaMO fOEpG TOEDO w OIOOf1E MAY 1AYIT /O RO10O10ITS GLASS >D 1AWtATm 4r fOAI M•[ aA7eNf N!D MIN04m. DSLIDING 1 0I t/ AlfE O70N tLA� fSWTL I) ALL /ACTO17 A'111N IIRD NIB mam b TOM AIXI41 MlsaD a mum fig P fA[N ora,snm4r umm 10 Mm 1M NOW oam "wm a1m mm HOOK STRIP DETAIL I JYa / fLL OeEm AM To a SE AM SM A MWL JOIT WM IEALE1 I NIIr u NEG4 AT U >n O AOTINIA,oI NO10O "AL A 04E FLUX To R Ile. ; I1 ALL a1TAlAttaN AINONva win m Wa o t01W0a1 NOnAMI 1MUNAIL I OI1E T I�'O renlf PAIR Ames I�fA rem rA/1f1 Arr11o4m cowm MVIAN ME n term ON 4InlASAW011 ONNR I2) Am ALL OOIIaMIM Im>m Amen On we" IM WO tM1E0:6 HORWN /eRANA"m amine •►-.•. ,~r • 11001 sw IETAI ART TO "Irm"11011 Or ALL A/P1101m CONI'mutA am m R 1 F GL 14)) r41 AIW0 E' W om 1 1APm1 THIS PollM" 10 4m • 410 faR IS) W 470 a✓04n R GOON d ftEm 110 MPAIL S fI/PIaaT IDOIA m.OnWs 1-r/W Umm 1 oOE tl0o1 ■ PEtMlm ■ q7m rWAIE f11N1CWrAc Ira /^I0 R7e M Im. a Iris Om WA MIL RAZZ ra samm r THEW cros • 2e GO. MA a TAPCON INSTALLATION CHART CALL DOOR uP TO 40 ry In PY up To Ir TO 40 P SIZE SIZE 45 Psr •TO a0 To 70 TO PSr N M 00 TO 70 DP PIs OP Ps OP tX+ Psr PSI' DP Sm MOR. XX wXw ! S S 4 ! 4 4 °xso a M e e e 4 i: s2% O lot 1000 X4 mC a so 120X eo a If 7 4 S 4 S am m OX. XX 00 X 06 S S 3 a 4 ! 0 smRQOIL 101 72ETw S S S If4 S a e DOW 30. OIL la N X N 4 4 i a 4 e Gee W low am _W4 100_IA X N a S • 4 3 4 a N 120CXD 14a-III► X o 7 7 • 4 ] 4 1 a lam cm 7er0 0010 11111-1H X 60 n-2/4 X I0 a e TD 0 �) E 4 s E scow 0m 100-VA X N a ! 0 a 4 e a 1700E OXID 145-JA X N 7 0 a ; 4 e 0 some in l0•-�U4 7 00 • • • 4 ! 4 4 e 120e11 aX 147-AM X BIG7 7 a 4 3 4 e lam XNX 17a-f/M X so a 10 11 4 3 4 e TOM aX ee-.nl X N e a j ; a logo lax Iw-o/E X N 0 a 4 a 12ON XNX 142-NVa R N 7 e 13 0 4 l 0 120N Onto' "GOT '"-'A R 0D 7 7 • 4 S 4 a Imn cm JOOM 1l2-IA X e0 r 10 12 4 S 4 a t0oa0 OfOm. 10001 120-TEA X w 0 • 7 S 4 e 0 12a10 CX= XOa 144-AA X N 7 • 0 y 4IBM e • moia 1-1 .- 1NiNL i _ �.ODNCAEI!' 01 GPMCIRY STUCDD By WHIM By 07NM A L„OOD quam: a EXTERIOR ELEVATION scam aAss 0001 How STRIP NSTAILATOI ANCHM _ 4 3/10• aA. TAPCO,I .. �` r:nN ray J.MOM p: 1%FICq ?: IMI L Cm* BL• ftmM , U MIX -PA eE n10 • MM n 1113111 • t:0 ,a:TiL � 1R4>•1�0 SERIES 420/430 440 SLIDING CLASS DOOR Q�S �T5•,: MIST'j�%�'-//i ALATICN DETAIL 139 LA 02-70-el WLI- 02 0 2 B GEN-0024 !OE 4 A M M 41ift 11. 10141t 1Ila AVM 1 d r m1 — 4E NANO CONCRETE T•D •Y TIOm OUOI AIIp1OR a 3/is- OLA. TAP0011 r 7NOM an •Y 0T1QS a to-1/r TIC MAX 6T On !1T•m !t•1000 mot BY aTHD+s (SEE "loft 16) 61,101 AS b (SEE NOTES) 4 0 t 1Lx= aY CITna Pt"W n CAULK 1 a04n Dom " EXTOSm awaND — (SEE NOtES) scTt KIOM STALLAIANCHOR (SM Ig7n) Al i[) ---N A can .w pX UUKi SCMOFT VOW 0" 0"rxwc —� 070MI40 r 0114013 AMR! IQ TES) 1-Ile MSL ♦UMWTM CAULK — 1Y aTHM sncw — aY OTHE" a001 mum 1 DOOR TIOTN - 1-1/4- MOL �-1 6• iei commit o CM UA30WM O'OMc • SST OTHcn INSTALLATII/O1�N ANCHOR CHART CALL SIZE k CONFIGURATION DOOR Slff IN INCHES Ter�oli of os•E ail HEAD EA, JM6 Hoom tr 10 u R DO 46 FV 10 so Plop 41 PY to 70 NOW Tr UP 10 47 SIR 44 Will Ic •o PSIFa PW >b t0 U► to 70 r g Ott UP 700 OF sou xM COL lot 60" = a OI am VA OKxx Tom = OIL TIE 6010 Tta as ME lose wOlXx woo XX ox xx 90 i 60' » i Ito •txso 170 x so w 1 M »iro 96 ■ so > 4 6 a 7 3 4 3 • s • S 7 4 .3 • a 7 7 7 7 4 s a 7 • S S . s 7 7 4 . t • • • 7 • ; 4 • • • • • • S s a 0 e • agoam �' Ttoga Ox0 15M ORO 1•a0 aro IM10 mt0 u0s0 010 10•-v4 x 60 147-AA i W 181-L4 ■ 60 01-TW x T1e 10S-7N M N lu-M x M 1_ • 7 / e e 1 1 1 10 s 1 6 1 • • 11 e • 6 17 • 7 1 s 1 e • 0 tt s e 10 1 10 14 6 7 12 Is • 4 t • 6 • 5 S e • e p TTM M 111013101 ~ ANCHOR 7/Ir W TAPO01 l' p IIEOY DDS 17-1/1• nc MAIL BY OOQS x 00.1 7071 120e/ lol 160141 SIX Yale I'm •f0x 0.0 1t060 rrM TOS-IAS x 00 10-w 1 10 17e-9,M S 00 wwo x SO IN -ON i M 1•t-till i M - S 7 a e 6 / S 7 10 S S a 11 • a It ! • • It S 1 S e S 7 • • •t S t 10 1 1 +• 14 3 7 It IS 4 4 4 • • t S S 1 • 0 e S/STALLAoOM APKHR 08 SCREW CAULK wLK KINGEN ro00 BUOE ttou 03M x1Wt 1t098 Woot, XKCE TOM M10, Mot 07014 XXXX I"= i a0 11t-SA i a0 Ita-t " i TM IN-IIA . Se 1 0 a 1 7 11 6 1 It 1 14 7 t0 • • 0 17 a .0 +0 U 0 11 4 4 a l 1 S a a By OT►� 1/1' MAX t W S am17010 StMt Spy t x a sow a" By or"M SECTION A-B (SEE 1101E to) COMMIT a0 CAULx KtWED1 MASONRY OPDo1: vow (IIIOE SI •T onim 4 • YAn OPDMO • or 611EAS rANWfTE • OR UAS"T 4 4 • 4 1_I/.• tATN 4 4 SST ollets IMINALY APPLY tLAXPIC • • I IOWsaw Dom • 4 UN" SILL CA SET SAL If 4 4 1 d I 0m a CIE CANR • . SECTION A -A "STA1LA17011 Axolm lnas 7/tr VIOL TAPOON d d 1 .• IW7 r) Coal wTwl sw~ paw w.a O TMCat TIME MST[W xOr Ma1120 • 1LL 1Nr R O7 1{RRLIT LOOM 0 OCWW til 040C.011 OF .-I r TTIO MAtOMf 01 CCIdWW t• BMW W$f^lASM AROMAS MIA► R OF MIFTIMII U7611 TO ACFIM A aMmYDn V 1' M/O Ise A "co wl 1 IlCtW txalt q YOI /MAIIE SL gIES UK CAIA Fill PE SEA OT1 vOml , IVEwETOR 1 N5M>tKD N11 Ill t • e0a as a 1m Mac m A tet71LAC01 APOO OwTL In[ IMOM1 awM1n 1ATm .tM tOR uMOOI \ aa. RCM MrMW t Lis 4Jo1 ROa 1 USE ? EVAi t FOR roMQt e•M1 Lrm 11R anal rMm tx1R 1a a tvFIeMIA1o1 TM rrMm ooMLa WSU AM SM BOA TOM CLAIM A►SO At7•DI IL TaPpO OASS pootoLsi WT TCM► g t[OUTOO11s 1111Cm 0 ASTM (Ise CLASS WANTS, of OTHERS 10 ALL FACTORY APPLES MOO TOOT CCWIW IRA TAPCa1 AIIca VlClu R IVAW MM N WSW AP Wnma LZRIV to PSOOK w r DMmOI AT M- Too Sr 100e amS)) KI NAM / OIL CCMM AR 0 ORKMO " A SltAll A7MT WAM Swa 1y w AS 070E AT a RT O SMTALLAIMI I411001117 MM LerO SCAM10 VOL SM L MLONOU OM IIAOI 0 w A swma GLASS D" 1/r. Au SITALLAVIN MOD M OIST K T1AK OF CUP== RESISTANT MAtOtAE HOOK STRIP11 It�K w[ 1 • r Reamers Bowe PAWL AIM vr samor om FD® Fwa AAPon camamom AIM As a&Z"c USM IN UWALLAeMI OUML (SEE N0TE7) KSTALlATOW AtIExm 17) IMF ILL Cowu ma Lola A10K AIM MOW 01 = CXAM I MOgTpI 04TwTIO1 T[L1MM7 •A -A'. i-i 7/I6• CIA TAPOm • Irm Sur et1A\ APPLY to rRtAUA to. Cr ALL ASFSpAW CM�11►Ilpd 1LIOIC CLASS 11) Mq ALOMVI !AGMs StroW TAPCCt MoCHMO M FRAME KL 0 K t4CA SUM All :LaM CLAN SSCM 4 ROOM tN1 ~ ALSO APPLIES 0 AM • W tb04 o" MtOIIOQ Ill is on R• 0 K KO/Rr IA"M le SLOW" MIE two 10 TIE W7AR1, Cmala a onal HOOK STRIP pETAIL trMunua tultIS, z 11) DUN- 101"SW WAMTr Or F'MOMMI 10 K ASO FW. DOOR HDCHI QfYna.TlgFd WRQ *: VW i SERIES 420/430/440 SUDINC CLASS DOOR * 1.�tuurTLa•OlmRtaR 1)001•►4r•l0011••�a 7S111 1?Wj WSTALLATION DETAIL VAIlt Tt10 BY BUCK W MASONRY -'-IrA/ll••- 1 1 lL/w!v[ I v I .scr-wc• ■ � a fl=W4 W40Vo/VV N FEE Q GENERAL ALL MMdNLW CORP. HOR¢ONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION IM"S WHEN USED FOR MULLING TRANSOM FLANGE HORZ 8N 32ES MULL SPAN). WDW. NOT. V 53.000 61.000 74.000 00.000 90.000 96.000 106250 26.000 197 136 81 62 40 32 22 38.375 175 119 71 54 35 28 19 50.63 168 112 65 49 32 25 17 54.625 168 111 64 48 31 25 17 55.625 168 111 64 48 31 24 17 63.000 168 110 62 47 30 24 16 72.000 16a 110 62 46 29 23 16 84.000 168 110 62 46 29 22 15 NOTES: • CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION 61443 USED HORIZONTALLY. • CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN OR LESS. • WINDOW HEjGws SHOWN ON •Y' NOS OF CHART DESIGNATE HEIGHT OF WINDOWS SB.OW MULLION AND 00 NOT INCLUDE TRAMSOM HEIGHT. • READ MULl.fON SPAN AND Ymax N HEIGHT N INCHES. • DESIGNI PRESSURE VALUES ON THIS CHART ARE IN PSF. • DE91ON LOAD CAPACRIES SHOWN ON THIS CHART DO NOT CONSIDER ANY STRENOTm OBTAINED FROM FRAME MEMBERS OF AQ410EP(T WINDOWS. • Dn=- LM7S 'CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 2002 REVISIONS TO THE NM FLORIDA BUILDING CODE PREPARED BY: w�aouer 7ECMP LOGY 00010MATI Nlr 11M LOIASIANA AVE SUITE d WINTER PARK FLORIDA 327E9 PHONE 407 R22433341 FAX 4W =2 M 6 CL r • J WS �S CJlc2= 2D.lan-08 01-12M N • Q • 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 wow. 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 55.525 160 125 114 102 93 91 63.000 107 83 75 67 59 57 72.000 70 54 49 42 36 35 $4.000 43 33 29 25 21 20 CHART APPLIES ONLY TO MULLION 1"2 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 ■ L/17S CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMPLIES WITH THE 20M REVISIONS TO THE 2WI FLORIDA BOILING CODE. PREPARED BY: PRODUCT TECHNOLOGY CORP. 1150 LOUISIANA AVE., SURE 6 WINTER PARK, FLORIDA 32789 PHONE 407 622-6334 / FAX 407 622-SM CA020140 18-W-03 02-0808 Florida Liocnso 047946 Ile GENERAL ALUMINUM N ALUMINUM IIULLION, DIE i1442 WITH NO REINFORCING BAR VERTICAL MULLION DESIGN LOAD CAPACITY CHART • COMPARATIVE CHART IN DESIGN PRESSURE - PSF FLANGE VERTICAL PW SIZES WOW. WTH. • WDW. HOT. V 16.000 24.000 36.000 48.000 53.125 73.000 84.000 96.000 16.000 4237 4237 4237 4237 4237 4237 4237 4237 24.000 1412 1255 1255 1255 1255 1255 1255 1255 30.000 822 670 643 643 643 643 643 643 36.000 538 418 372 372 372 372 372 372 48.000 282 209 167 157 157 157 157 157 60.000 145 105 80 70 68 67 67 67 72.000 82 58 43 36 35 32 32 32 84.000 51 36 26 21 20 18 17 17 96.000 34 23 17 14 13 11 10 10 CHART APPLIES ONLY TO MULLION 1442 WHEN USED TO MULL SINGLE HUNG FLANGE WINDOWS AND PICTURE WINDOWS READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF MULLION AND FRAME ANCHORS SHOULD BE CHECKED IN EACH SPECIFIC CONDITION Dmu a 11176 CALCULATIONS PERFORMED FOR THE PREPARATION OF THIS CHART COMIPUES WITH THE 2002 REVISIONS TO THE 2WI FLORIDA BUILDING CODE PREPARED BY: PROWJC7 7EChWOLOGY CORP. 1150 LOULSIANAAVE, SURE 6 WINTER PARK FLORIDA 32M PHONE 407 82443341 FAX 407 G22.6= CA020141 16.Od-03 02-0901 INSTALLATION ANCHOR (TYP.) MULLION ANCHOR BRACKET WINDOW FRAME JAMB (TYP-) GEN-0454 II I MUWON G.A. 25 I II ( DIE 'NO. 1442 I II I MULLION I I I I ANCHOR I (( I BRACKET I II I I I INSTALLATION ANCHOR ® #8 SELF TAPPING (TYP,) SMS (TYP.) a v v a v o SEE NOTES a a a #2 do 03 CONCRETE OR MASONRY v SUBSTRATE SHOWN. WOOD FRAME SUBSTRATE ALSO APPLIES MULLION DIE NO. 1442 SECTION A- A um v EXTERIOR ELEVATION 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 MULUON TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/80 MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SEC11ON 0-8 IS TYP. AT HEAD k SILL 5) I rA�.l OF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 20(m b G CODE MATH 2002 REVISIONS. IT IS THE RESPONSIBILITY • INE COMPLIANCE ON A SPECIFIC STRUCTURE. �� C GENERAL ALUMINUM CORP. Tf CARROLLTON, TEXAS FG 9-11-02 A IREMOVE ANCHOR SPACING DIM. BB„ `'�;:41 DATE SYM. REVISION BY '.ff;�r����t FLANGE VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1442 Mw - - - - loft BB "^'m -_-- am B/21 /02 w^ ---- w*"D HALF MA"'---- ono N2Gm—o4& mwmmu wn no== imoommw a w. mu Lm r Aw[ wr ►wa r o o r w.� .w.....-...-..... v EXTERIOR ELEVATION 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 MULUON TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/80 MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SEC11ON 0-8 IS TYP. AT HEAD k SILL 5) I rA�.l OF MULLION AS SHOWN ON THIS SHEET COMPLIES WITH THE 20(m b G CODE MATH 2002 REVISIONS. IT IS THE RESPONSIBILITY • INE COMPLIANCE ON A SPECIFIC STRUCTURE. �� C GENERAL ALUMINUM CORP. Tf CARROLLTON, TEXAS FG 9-11-02 A IREMOVE ANCHOR SPACING DIM. BB„ `'�;:41 DATE SYM. REVISION BY '.ff;�r����t FLANGE VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1442 Mw - - - - loft BB "^'m -_-- am B/21 /02 w^ ---- w*"D HALF MA"'---- ono N2Gm—o4& mwmmu wn no== imoommw a w. mu Lm r Aw[ wr ►wa r o o r w.� .w.....-...-..... INSTALLATION ANCHOR (TYP.) MULLION ANCHOR BRACKET WINDOW FRAME JAMB (TYP.) G.A. 26 I I ( I MULLION I II I DIE NO. 1442 I II I MULLION I I I I ANCHOR I I I I BRACKET I II I I I INSTALLATION ® � #8 SELF TAPPING ANCHOR SMS (TYP.) (TyP-) a e v v a 4 4 � 4 � v SUBSTRATE v a vMULLION a DE NO. 1442 SECTION B— B SECTION A -A LLIOLL, EXTERIOR ELEVATION GEN-0459 1-1/4" MIN. EMBEDMENT NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1442, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) 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 IS `96oq.p4 PS �,�� •_: AS F ENERAARALUMINUM CORP. -CAST SILL MULLION INSTALLATION DETAIL LUMINUM TUBE MULLION, DIE N0. 1442 AWA TrTBB --- 12 05 c- -0- _ ---- �' HALF rA'u---- °*° "°`GEN-0 UMMM eOV.. 1120 M00AA *W- 1M ►Mt p0o" WM wwi Oard!!-&M FAX 407-020-4= EXTERIOR ELEVATION GEN-0459 1-1/4" MIN. EMBEDMENT NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1442, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) 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 IS `96oq.p4 PS �,�� •_: AS F ENERAARALUMINUM CORP. -CAST SILL MULLION INSTALLATION DETAIL LUMINUM TUBE MULLION, DIE N0. 1442 AWA TrTBB --- 12 05 c- -0- _ ---- �' HALF rA'u---- °*° "°`GEN-0 UMMM eOV.. 1120 M00AA *W- 1M ►Mt p0o" WM wwi Oard!!-&M FAX 407-020-4= MULLION ANCHOR BRACKET WINDOW FRAME SILL (TYP.) m 0 no WINDOW -� FRAME HEAD (TYP.) SECTION A -A T 2 INSTALLATION ANCHOR (TYP.) #8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1445 SEE NOTES -1 #2 L #3 MULLION °° a DIE NO, 1445 D MULLION D D a ANCHOR BRACKET v i SECTION B-B G.A. 28 INSTALLATION ANCHOR (TYP.) a ° CONCRETE OR MASONRY SUBSTRATE IS SHOWN, WOOD FRAME SUBSTRATE ° ALSO APPLIES. v ° v v NOTESi 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 VENSfI Mil LION AS SHOWN ON THIS SHEET COMPLIES WITH THE 2001 DETER -SPECIFIC D� QAN��.�N SPE IFIC2002 VSTRUCT.0IT RE,IS THE RESPONSIBILITY OF OTHERS TO • • e.q:19 s6 : lx9t EXTERIOR- ELEVATI11411 i m ma srA Rmw "mmm f mr. UR L uwm AYi. wwm ri^ Rom• wm mm 4w-aw-am no am-Gm-"m AwLA ,U Lu.lu1115 %-,uuc urine Page 1 of 6 •ram-.R• *try) -^r-r `1''k..�1�•Ts� _P�'j ...-9r: .[.] •.�: '. a..ia Y:� �a .:s+w -� Viz- n s.tu r3S¢:�.::iiZGaLN'-f�� BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications ! FBC Staff B '�ii Y9s Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail >= FL # FL4668-R1 Application Type Re visio .;.: a ,.� • _ ' _ - 01 Code Version 2004 S X1 N 0o�� t Application Status ApproveF'CE Comments o a Archived '[ GaliRsgr�'— pia One North Dale Mabry AM Address/Phone/Email ai+ AR;T�aSuite • 1 Tampa, FL 33609 sschreiber@masonite.com ri , li�� Authorized Signature Steve Schreiber aIF,! ;r;F; Representative Address/Phone/Email PLANS REVIEWE CITY OF SANFORi uality Assurance Representative r1eHO- Was Address/Phone/Email 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://floridabuiIding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtAcG5vedS%2bbvQu... 3/28/2006 L ASTM E1300 TAS 202 ;. . Equivalence of Product Standards Certified By Sections from the. Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Section 2612 HVHZ PI Method 1 Option A 09/14/2005 10/16/2005 10/01/2005 10/19/2005 Enteruy Entry Systems D j��"t�LF�p�ri°1Fali[lat'run�llll�lrii.;_, I= I E3- ERGL-ASS DOORS o ry n .n N 01 1� r� PP Jf n N N N N N ry N — o O O O N N g N g lyf'! I!1 S S I I I c.� ojo N q N N 11'f o If) o�ol0 0 R eoQ C: lR 0 0 eooc�v{1.9.riuiv:uivi C! = 0 0 0 0 0 o p R R p o p o 0 0 It Iff to Hf b y Y b b N N M o— o w rJ ;. �P o v�� e o e e o 0 0 o p�elo 0I 0 0 0 0 IIt b�T I s inn va u vl In In va Y Iljj � i I a v' � v _c - LI v 5 � om o m m m m o e o 0 o m m m m p1 u y 1„bi Im Ga m m 0 m m m m omo 0 m m m�� m m m �i bmi n r�l ra n nl.n n .a n n n n r->t b m b b n o m b V C = J I n ra n n n n n n n I�f n It _ — — w— —�— 0 /r" ^' '� 1 m � o D o n O O N N 00 N N w LDPMAp/yJp n= JOGJDlCD !e T! c O — N = 6 O w C m vft m7IIQ JCS gdmm= mW+vlltJmn-MRAMB t. O= tj2 tr7C • ���MIVI��.wli��r. �/j� 1 Y / /i�II L//�/I Yi• 'lc-.Intergv- Entry Systems FIBERGLASS DOORS 0 0 0pp 0 0 0 0 c o 0 0 0 o c o c0 0 G? C o 0 0 6 o po O O O o 0 0 0 0 0 o0 S 0 o S 0 0 0 0 0 0 o O O O o C 0 6 0 C 0 C 0 O 0 _ o O 0 O N 0 O N 0 O N 0 O N 0 O 0 O N o O ry O ry O o _ o N 0 0 G.Ny — — — — T N N U 5 5 5 5 5 S 5< 5 C � U U U L1 C„] C1 U f.l U Z Gi U 6i U U Ll G� Gi {j I d= o a o �u 0 us 0 0 ,c o' e e-t N o C e o e ct „e o 0 0 0 N 0 0 c 0 0 ..i 0 0 0 ,ri 0 N 0 I ui m d= 0 0 0 0 0 0 0 0 0 0 0 0 0 o IN o 0 o O o 0 0 0( 0 0 0 0 0 0 0 0 0 -� gw � 9 N E coV m c m m m m m rn m� m m o m m m o co O � e I Nn � O 0 0 0 O Q Q O O ry0 N G N _ qS_ tg_� N N q gq g}q9 gq_ q5O COS . IM-00 W. 1 i!1 � y�• y 'IZL$ MP/NAOI1 Ml rtu.a d�renoE b Cas POD. dAte! bto[M,1k n - v,%nM4 hmt mt Unw ftt �.etisito �r+�nosm:tam I - - Its:atnn ttrm,ai etc. L—A. 2k iestinQ Se: -vices pata Review Certificate Ceraficzte '3026447C �s —az S--=ko has :tlevV!G iC?C 'w5" 'C uocurnenL-z-own 3-mPlieQ CY N113Clit�:�-_��QOr e:ior Door ?'OL' C-.5 ou :rQiC3:_c OelOW to aE'4.'7 i.ie -ne W-01-00r.ste "-:-sic--. load aIlC LLiL�.ME :'nc_s IVL=i-Dade Couur . _`loriC ?-.otoco1 ?.=?0!, -= ==u':'T"lieC was revle`N.c for i'JT3liLa,1L / it suppor. of ht da a it Produc: "0! fo=anc' D '_YZcIIllal for ti'3.P oduc: �r—1 LiC,.L1.. i1Si= _ Se:nko.cer:�.-ies :aa: the :es::e?ors provided iz- �'c- w:Th the ViasG re C!'.=cate 0 Pe:orrice sneers i CGP'sj onzame c d ima- Pe=or ice data s.2*uual s�ec�. e3 herein. ine ar-aci.ned MzsOni '?remd0r C.G-P/Tes -por. V2L'-=: on Iat-:ces �=Ueiv aunhered by product mode!; provides co=e'_arion or,_a_:o� er e2ch ,roduc: model reviewed indic rnQ the -es: lab r epor. r, - ,:;,duc: sirs _ and 'aSraliar.0n n=o=.zunon and mmes for desi�- load nd a L':,11C3:,111iJ GI tIIc i=-== ""SS:Ie ^lac: rest. A:.� aPP-PucaGie CGP's and _amces m Dear " ? "a- - � �-� ::S- YV :1lic:. 7e='C CM 5,;rm tz Dd Enterffy Entry Doors �-,:)euc:mood-Edge Steel Door �ti1at:ix "'02644%C-001 .NrreW-Edge Steel Door (1�Iatrix '30_644 C-00_) Fiberzlass Door (Matrix-30=64-! i C-00"- -i=---ud7tluD iQS n0 d2,2= Z-Owiedgp of :he ice;" COndU=e" and hr-Y mode no ,- _ r e "c=1rac; or qr rice e_ dQIII 3:107fIi=i 7-he rellfw CORG:IC'.eC wQ." JRIv u7 12:='mine :ilOr 7:e ALQlSSUQ�T.lr;" $ �:Qi7/L° ;,^ _'7 ^P.'IIt'� .'^ iRe !. Ul� �Te �Dr72� re.+r��cll7Q lLS Oi illc' 2lIiC -uooica from.. :ice La:�oraror�.�^.:?,�,'= renew wes ;-orpe;_,orm=2 recui oniv and uc. ,zot iRc:u.�e r:vi8sv of air inllltrQIIon OT wQle- 7ene.' c3on X= TICUM". �JJI.: 0-4-02 Al _ APR-16-2003 11ED 03:49 PM TRIM PAK FAX NO, + P. 02/12 Avr•16, 2003' 3:33PM PR-tMDOR DICKSON 615 446 1229 Na,1918 P. 1/1) 2 Mas*Qnite International Corporation TEC.HNICAL ADVISORY To: PD White Date: April 16, 2003 C*of Oviedo, Fiosida (407/97?- =; 4071977-6025 fax) From: Kenneth R Imhoff CC: D. sund (407/257-sr34 fact) 6r. Project Mattager — MuTior Door 8rW= R. Bury (B131982.0914 fax) kk tt z@M&Wnite.cam 61 v441-M5 0MM 8134135-4171 mobile 61s1"6.7729 fax Subject: Air & Water Performance Results on Exterior Door Units Submitted for Permitting by Engle Homes. Reference-, Product Approval Smeet's COP-WL-PAA0101-02; COP-WL-MA0121-02 Indepantly Validated under the Wamock Hersey (WH) Mark. It is our belief that the exterior door units defined under the aforementioned certificate of -performance '(COP) sheets comply with the requirements of the 2001 Florida Building Code (FBC),:.Chapter 17 (Structural Tests & Tnspcetions). This unit was been tested in zccordance with Miami Dade Building Code Compliance Office (BCCO) protocol .' ,':PA202 perfo=nnce guidolincs. PA202 procedures include water penetration in s i.-accordanee vizth ASTM E331 -Standard Test Method for Water. Penetration of Exterior Windows, .Skylights, Doors, and Curtain Wa11s by Uniform Static Air Pressure Dtfference air infiltration in accordwee with ASTM B283 - Standard Test Method for "Determining -the ,Kate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specfed Pressure Differences Across the Specimen. Masonite certified test report noted on page 2 of the COP sheet (NCT'L-210-1973-1,2,3 / copy enclosed) confirms that this unit achieved no water penetration at 8.25 pounds per square foot (psf) for door units designed to swing out Door units designed to swing in achieved no water penetration at 2.86 psf. The test report also confirms that this unit achieved an air infiltration rate of 0.03 cubic feet per minute per square foot of crack (cfm/W) for door units designed to swing out. Door units designed to swing in achieved an air infiltration rate of 0.18 cfm/fft'•. Thank you in advance for your further review of this information & let me know if you require additional information to resolve this subject 7Respec ly Submitted, #/L/v1 x • .IM Mamonite/Pre«tdor Xxierior Door Products • Out Promdor Drive • Dickton, Tenoeseet 37055 ArTak, Caetlegate. Coleo, Colorado, Decor, DorFab, Entergy, EveTgre60, Johnson, Montatay, O■koraft, PremvU, Rocbman Univocal, Royal Mahogany Products, Spun -Rite, 5poeialty/Esylite, steelwood APR-16-2003 WED 03:50 PM TRIM PAK FAX NO. + P. 03/12 Ao r . l o • 2003 '0" WM PREMDO"r, DICKSON 616 446 3229 916 P . 2/11 Prcmdor Entry Systems -3- Ncn,2I0-1973614,3 (S)(F) �y ! �: M 1J. w �, ems• � � PARAGRAPH NO, 52,7 Air Infiltration . 137 psf (25 mph) 0.02 CFM/FIs 0.20 CFM/FTZ 52.3 Uniform Static Air Procedure Design loads (30 second durations) 76.0 psf exterior Meets as stated 76.0 psfintarlor Meets as stated 52.6 Water Resishace (5.0 GPHN7") WTP M 8.25 psf No Enuy No Envy 5.2.3 Uniform Static Air Procedure Fill Loads 114.0 psf exterior 0.041^ 0.144" 114.0 psf interior 0.124" 0.144" STRUC UP-4L IMST RF6t7Lj`S SMOMFN NO.2S (Outswi r1 PAR.ACRAPIK NO, TITLE OF TEST MEMURTD ALLOWED 52.7 Air Intlhsadon l.5.7•psf (25 mpb) 0.03 CFM/FTT 020 CFM/FI1 5.2.3 Uniform Stale Air Procedure Design Loads (30 second durations) 76!0 psf exterior Meets as stated 76:0 psf interior Meets as stated 5.2.6 Watei!Resistance (5.0 GPH/F!) A 'U - 8.25 psf No Entry No Entry 5.2.3 Uniform Static Air Procedure Full Loads 114.0 psf exterior 0.051" 0.144" 114.0 psf interior 0.147" 0.144" STRUCTURAL TEST RESUI TS SPECWEN NO 3S flaswin ) PMLA9,R&EH NO. TITLE OF�TEST MEAD 6LLOWED 5.2.7 Air Infiltration 1.57 psf (25 mph) O.I S CFM/F r 030 CFM/FT= 52.3 Uniform Static Air Procedure Design Loads (30 second durations) 76.0 psf exterior Meets as stated 76.0 psf interior Meets as stated 5.2.6 Water Resistance (5.0 GPH/Fr) WTP - 2.86 psf No Entry No Entry 5.2.3 Uniform Static Air Procedure Full Loads 114.0 psf exterior 0.143" 0.144- 114.0 psf interior 0.039" 0.144" nuu-ev-�fuuc i nu uo - ao rn i rt 1 n rtih r HA NU. 4U I Co I0e64 r. UL/Ud NET w .a so .0 Prolt—__uionai Snpine-zfinp Servi es for Drvelopera and Builders ol.Residential-Houaing - 0 P.O. 19ox 69U T14wvilie, FL 327D3 ' Phone (407) 269.&WS ' Fax �1407) 2R9-SUS F.1\'C:Tl�I:iIZ'\_ O•rtrr. Q T BOI)TiCT AC`('FPTAwrr i�i'if►94aa Yxiksci Couwation 516 List So ma Ana Strect 11.0. RoN 4250 ;nal•,ziill. Califomia 929M 425U D11 SC RY'- riox of Twig Model Desirnw-tior.: Yom;kset burs and Tttan Series (C 11ndriral L0.):s) Matirnum Ove-all Size: 2-1,3" Fttc: ✓OIC Rlth a .I" Cross 13er:•( 2.5/9" or 2-3/4" Back -set ) General description: G)'lindrical bored type loci; ►e QrT i'u-'- fF t:T1R��C ,D Tc;lcd IrV Atrcri:au Test I..1hs of South Florida, Test Rtrori 'ZI-L 0212.01.96. 0272.04.96 signed and sealedby \VW—Aam R. Mohner, l'.F.. s Test Load Desi en Load Fc+rrrii+santn { p.S'rM r-S 12 ps..r P�►-203) passed passed i.1;.sc tllitc;lt IniaaG.p rPA-301 PZucQ P=e;] (impacted 3S irs:ng unit) � .i':zt,,y„���„�,tt►� •rest. E���t�.� e; clec - itcilcset Series positive 6a.0 psf G5.0'psf r`atig e-Loading Test_• 671 wtal cycles " �:tivil-se{'Scries ncptive 96.0 psf 86.0 psf 'r:«tEtrc UzOin- Tcst 671, total cs cl:-s Than Series positive 86.0 gsf 86.0 psr F3tieut Loading Test 671 total r`iom Titan Csir_c neaiive 86.0 r� S6.0 nsf T�i;St1!R 1'tCiCZL'e iC31in�: Y.t�iksct;t:ries - Passiigz Positive .6,5.0 pcf .(OLTTSVtirlNG) tnln �r�uires F:sr:age bolt) Negative 65.0 psi ' Dw..acltxtlt 1 sigh Prcmrc. Rating: ltti��c5� Scrics - F-assage Positive (15.17 osf (1N5WING) �nlz} (:quires paxsa;cbolt) 1�egativc 96.0 psf Dcadboh 1?:-ct�n 1';csraraPatirtg: Titan Series - Passage Posnivc 96 0 psf (l'iU'I�SV1rING/ L•IIIN (fcQulf�°.i pa5:3oC b01Q Negative RG.O Fs.`. • ' I1�I5VJIVG) Deadbolt rj t c 1ba", � L LN'S7A].?�: TION Ah'D ANC11G1UKG': Set reverse side this paRc _ Q ... --- _ 140. 40116 ' I. d for use i )OUtiois adh i W-.1, s-t•pT GF 1. hr•Prt.:•� r r, er rtg to the S.B.C.C.I., S.i•.c7- .C., S.F.B.C. Brou•ard Edition and «•hor: t��� �ure uirenit;nts at• detr.rrnintd by ASCI 7 Minimum Design Losds for Buildings And Other Stnienlres does not��pr:Ssur ratinLa listadabon•c.''.,2. The Gradc Rating of a lxl: is no! pertinent io stsuctu:31 periDnnance 3s rd3tes to Htw-rieskne / W;ncl Cndc Com 3, Mny ty:• us1Nl on doors lestc.dto deesign pressures eq ►l to or lesx than thorm- Fhonr above. 4, A1�1�iication for building p`mat shall 1 accompanied fst a cops• of this approt-AL I t t nuu-co-cuuc I nu uD , o0 ri7 I R i n rnA r tiA NU. 4U f DD f DLJ4 r, uZ$/ uZ5 1A S'TALLATION OP LOCH SETS PER TESTING Acccptance W309400 ' r-H,►RDWARE KWIKSE T SER IE.1 �L PROVIDED .-THUMB TURN NOTE„ TO BUILDINr IINSP=CTOR THESE KWIKSET AND TITAN SCHEMATICS ARE FOR FIELD INSPECTION PURPOSES AND REFLECT T'SfED CONFIGURATIONS. ,DETAILED INSTALLATION INSTRUCTIONS ARC PACKAGED WITH 11HE LOCK UNIT INDIVIDUALLY, Tin KEYE I WOOD SCREW OD J DEAD BOLT .y 7 STRIKE 2 3/Er or 2 3/4' BACKSET PLATE 1 1/t WOOD SCREW --\ I (�Q LATCH BOLT w/ 2 3/9' or 2 3/4" STRIKE J BACKSET PLATE •' PER HANDLE SET T, T17:,4N' Sl;'?I - S PER 1.11 ODWARE -- TFpjm8 TURN PRWIDED u CMNE SCREW ►zr- e e vow WOOD SCREk' 3%ir orl2 3/j' BACK'; -ET MECHANISM TO BE HANDLE SET. LEVER ( or KNOB. p• f ( _4� 1 I1 , xRco SCPC� WOOD i' 3/sT orOL2 3/4 i� BACKSET �•iiill.L J F'LA7 • S I� 11ECHANISN TO BE HANDLE SET. LEVER or KNOB. NOTE TO BUILDING INSPECTC MECHANISMS WITHIN THE CLOI ARE OPTIONAL TO THE PPIMAF MECHANISMS SHOWN. FOR EXAMPLE: A THUMB TURN DEAD' L OCF CAN 9E SU©STITUTED WITH A KEYED MECHANISM WITHOL INVALIDATING THE SYSTEM. XO or OXt I , ; "� 1 Glazed Outswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. a- Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Test Data Review Cerdfiate 03026447k =64478: $3028447C and COP/rest Report Validation Matrnt /3026447A- 001, 002.003: g0204478-0O1, 002, 02 I3028M003 provides additional Information - ava0able tram the nSAVM weasne (vww.etlsemtm.mrtq, the MiSdrftw webslte (www.mssotdte.eam) orthe Masordte techrual center Single Door with 1 Sidelite Maximum unit sin " 0'0- a av- Design Pressure +47.0/-47.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impsct resistant requirements tot a specific Wilding design and geographic location Is dale fined by ASCE 7•nadonal, stale or Coal building codes spebty the WWn required. MINIMUM ASSEMBLY DETAIL: i Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0013-02 or MAD-WL-MA0016-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: FA 0o 0o ass swim 0 Oak aft AR-1 EK- /Ie9ROlA]] BNTRY DOOR] —:� A F..O— �/././Y4IVIo-[Cwt�iere�. •' Ia�lii���/������C�/ sert7.2oQ VV�R «.Ir Owun o..r. LLJJ Masonite International Cor oration 01.cm of a Nmw tmare..e,a mu,. RMOaCall•o► avpl alw NOD,Q p cranes awa nej.Ap D m � .enols mac► XO Or OX �� ✓ �'v Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: RM Mai 810 Series 3M Seri= APPROVED SIDELITE STYLES: 1 450 Seri= BS2 Sarin 810 Sarin 300 Seri= CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN _ ACCORDANCE WITH MIAMI-DADE BCCO PA262 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged eiderior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazar, P.E. — License Number 56533 Tan Dna Review t atditM 402 "?k OW20M78: /XMW7C and Wfrest Report Va00atbn Matrh /3="7A- 001, MZ OOT rr8028W&MI. 002• 00.. rXIM 4Mm. 002. 003 pravift addltlorol Irdamtadon r4120a tram the ITSNH weesim (www.aftamlm.00m►, I to masmdte wetgUa (www rnasodta wml at me Alamrdte tenptiat canter O a l FIORROLwaa eNTRY UOORJ ae.tr.zom ... �.," a..4�T^Ce0— Ow Masonite international Corporation mntYRiq prvpun el eroen Impr•..mNa maw ...deoo.na aaipn and neaeu P amd ubpa t. am,*.cow mac.. X or OX ©� V�N� Unit t l t l I F ^\��'' OUTSWING UNIT WITH SINGLE DOOR & ONE SIDELITE (BOXED CONSTRUCTION) TYPICAL HINGE ATTACHMENT TYPICAL MULLION ATTACHMENT TYPICAL HEADER & SIDE JAMB ATTACHMENT '. A• BUTT NINGE (12 GAUGE) X"ONWOODT OOOA PANQT SIDE JAMB /rSTPNEIGMT STOPALINIAa1M) INI KILN IA.I100n vim MWOWOW FRRAAMEE M iEiKzMin�T (� STOPO ? STOP NEWT M) NEIpITMINWM)MNIM 1NTED w000 JAMS A•VIP 11•TH � WITN 0 It 1? STOP t • mma M1uMUM) IUD. 314' _ WOOD o TO ofBADDED INSTALLATION SECTION A -A So MINIMUM InSiµ1Amm TYPICAL SIDE JAMB & DETML SIOELITE PANEL eAueEne= ATTACHMENT ZZ SIDE JAMBS ATTACKED SACX-rO.BACX Ot1Y W000 MUST BE JOINED USING t•XIrr LONG • SIDE JAMB FASTENERS LOGTEo r COTE 1•IN• Y Ailtr FROM FACN ENO MA7IIMWI AND T O.G •••••••••• •••••••..... ....................... MAXIMUM (STOP SIO fl ON / 10 % r R•Ai �TN t?STOP NEIGNr) ' NEAR WOOD SCREWS LOCATED r FROM EACH END MAxmMU1 AID Ir O.C. SIDELITt PANEL MAXIMUM (ON CENTEAUNE OF STD►). L fIl EIGHT FOR M SMALLER - • (Q FOR HEIGHTS A GREATER THAN M t • (EI F+o x z W000 T.I.FLAT XWS. �yTTACK TYPICAL THRESHOLD 3 W000 SCREWS. to W 111 EWILOCArErFROM +a GAUGEPWMAU CORnIA SIDE JAMS ATTACHMENT C= rFFROMMAC OUTSIDE NOTE' USE noxr COMER xs.w•Gc TOR MUWON SIDE FOR HORIZONTAL TRW ATUCWENT a IVH111COX. FOR RNGER•JOOnIED XRII ON1' WOOD ' 41-114*x4-wlr - SECTION B-B �,'T"impn TYPICAL THRESHOLD Qt ` B SIOELITE PANEL +I ATTACHMENT B sma IM TYPICAL THRESHOLD 3 MULLION ATTACHMENT ADI X 1 N'u''Ao IaGN PERFORMANQ IKtIGIn euMPER DKRESIKOLD wptO�NO�iiT (zrA•Wi TDMX?m STOP �E1WIT ImuralAmmi- _ CRVAFN WIRE NIGH PFRRiORMMAFIR STAPLES 1 x / 0 W000 A.UU a T WTISTOP IHTMOMM) Vran.erJm E I "." MINIMUM) RA 101 J NN•JI PERWRNANCE j �W��4YYWI1Bo'1771'STOP OF" THRESHOLD Yom HELM M yy) LOCATE T FROM Test 0aa aeviaw CerDOeate gpZg W 7a Paozs4478 — EACH CVJSIER. �T N� no xx r R0IWC and COP/Test RoDort VOMHoation Matrix O�RACWEWT IZ028447A-0O1, 0000: P30ZEi447B-00T. =. 000 FORNEapDp 4=417C-0Ot, 004. 000 provides addit10na1 infemm" • avaitatoe from the ITS/WH woome 1wwN.eOSemko.Com). mo MuOtdts woosito www*m' aSQ tlto.CDm) of Eno Muonito tecnmW Ceirtor. w PR June 17.2002wn�✓/�:• �j� o O1CpA0 mNowiA0 ondtictumu wwma unsou 1m Masonite International Corporation om.mA am wawa gem mama to CO3 wvwA nooc< XO or OX\N� J. t I I I I I Unit � � SINGLE DOOR WITH 1 SIDELITE Y TY TYP P. TYP. Ap i 1 1 a l a 'UNIT 811' UNIT 15/16• 17-1/8' MAXIMUM ON CENTER TYP. I Minimum Fastener Count, • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. � t I t• t 1 • Width of door unit plus 1/2- Height of door unit plus 1/4" r T 7 r I• T 7 WrrwrJt h w- - Test Due Review Cetd6eap 13O26"M 130264479:13026447C and COWTea Radon Valida0an vff Matrix /J026147A-0O1. 002. 0R$ 130264479-001, 002, 003: 13O29r47C-00t, 002. = pm ides additional inw. moon • ava"we Imm the ITsmm weaite (www.edsamka.Wm), the Masotdte �O welune (wWw.npsanjtaxam) at ate Masanite toUmi01=M Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA A1562) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3243% 3248, 3263• or 3268 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface 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 98 and #10 wood screws or 3116" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16• Tapcon single shear design values come from the iTW and ELCO Dade Country approvals respectively, each with minimum 1-1/4• embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 June 17, 2002 — o­:n o..., OW CW"Wq WOWMa'woawu+wa.ormMw &=0M=W4L Matonite International Corporation 4eoee alb tMuoa dam VAMM 10 M .mob macs I OXXO p�L ��✓ Glazed Outswing Unit APPROVED ARRANGEMENT- •COP-WL-MAU17U-02 8'0" FIBERGLASS DOORS 0 O I<♦.IOC6 a4.R.x rill �o Test OW Review Ca MCM 13026447k 13026447t . /3026447C ant COP/rast Revert vaDosoon matrix 03D26447A-Wl. D02. 003: /30264476-001. am ow; y3025447C-M, 002. OM provdies maOdLmDI 6lfoatlon . avauaola tram Iha f SAVH Rsesite 1w.w ettsemtorom�. me masonic womb wwwmit M.10 COm or ON masnNta teCMio1 Centex Note: Units of other sizes are covered by this report as long as the panels used do not exceed'37 x 87. Double Door with 2 Sidelites Main urn unit she . 127 s rr Design Pressure +47.0/-47.0 - utnned water unless MeeW threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual "Won pressure and ImDaci resist nt requirements for a specific building design and geogramic laation is detPmtined by ASCF 7,udoraf. State or 10= building roan 7aNify the edition reouira MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0015-02 or MAD-WL-MA0018-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed - see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: rmna 00 404 Series 00 00 822 Serfns 0 Oak aft AR J EIC a..t..,..N I,.. PIYetOlwaa BHTRY D000.a fq Or. /.L/►I✓yNTLb(/.0(i.w � AM 17.2001 ..u. O—M, 0— OW commum WoOrm .1 MWOMoo..m,a....,v.kneo ,W new„o Masonite International Corporation O,Md Su4m t. Mnp 1.1h R 09M.. .A. .a OXXO Glazed Outswing Unit O� ��✓ ,��� APPROVED DOOR STYLES: FULL GLASS: COP-WL-MA0170-02 8'0" FIBERGLASS DOORS 810 Series 300 Sena APPROVED SIDELITE STYLES: t. 450 series as2 Sena at0 series 300 sertas CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number. Ramesh Patel, REJ20224 .Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Bath 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. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMt-DADE BCCO PA202 COMPANY NAME CrTY. 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). / &EX�5 — State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 rlfl � �70 Tat Dm RaMew Cartlllate MMIO 17A; e002Dee7� />02= arm COPrtat Radon Vatl== Matra V=6447A. D01. 002. = n=44713-001, o02. M: /3028141C-001. 00t OW ofrAda ad®0dN1 Imorm0on - aYaOadta horn me ff&wm weosDa t MML me Masorwo weasas (ww nnorobuom) or ma muorote tz;z =tm Oakcraff AR—" Pla aRO L�aS aMTRY'OOOpa r.r.%ter. h."priw,Or. / /.L./�Y/vKite/�iefiw • Owc w-"omrrammmomwa,,,n.nn,,.,.e.daor,n,a.,w.a,,,ma Masonite International Corporation and ..0 .0 - Mg. wtow mac.. I oxxo b�� \- ,r Unit �\ �+ f� ` I I I OUTSWING UNIT WITH DOUBLE DOOR & TWO SIDELITES (BOXED CONSTRUCTION) TYPICAL HINGE ATTACHMENT a's r BIM HINGE r (12 GAUGE) SIOEJAMS DOORPANEL LL ( FLAT HEAD J WOOD SCREWS TO BE ADDED DURING INSTALLATION SE% MINIMUM INSTALLATION DETAIL SECTION A -A TYPICAL SIDE JAMB 3 SIOELITE PANEL ATTACHMENT solwl our wppp A slat .7 .gin / 1 I. rrr sio. r[lrhf1 aosurt wr¢ :wnosrJ L..owm. — RM woo wppp solt..s snr a i? rlr.1 :Itorto w.rn wun rrwr GW talaOl r c.lta nr. wr,s ] Yr Lpna l.pC..fF r.• ae r tiro.• uor outslpe .OfL psi ne 17 rpA mA.n.flp( mrrrJl ] ]•Y.• p,� rW rt1RQDMIq iRY .n.pufJri .. rW� rfO11u.. SECTION B-8 TYPICAL THRESHOLD & SIDELITE PANEL ATTACHMENT rt 2- A '• (3) FOR 7'0' HEIGHT OR SMALLER (c) FOR HEIGHTS GREATER THAN 7'0' B TYPICAL THRESHOLD & SIDE JAMB ATTACHMENT TYPICAL ASTRAGAL PROFILES snr oru.SrsA fnr Mir- 1•ya' or.rRp km Y W - Ar1mv. r mm.ur noww AFAw® lr,..-Lys 2.yc• G Imo__ °. 1-I °—tom STESL rw.0 r aw f.rpw ee0uetp 1 1' 1 I— 11 1 1 1.^I ALUMINUM EXTRUDED ASTRAGAL (0.06 MINIMUM WALO THICKNESS) WITH ADDED REINFORCEMENT INSERTS AT TOP EXTENSION BOLT. BOTTOM EXTENSION BOLT AND CYLINDEFUCAL/OEAOSOLT LATCHING LOCATIONS. ---- ATTACH WITH 18 X 1' PAN HEAD SCREWS -LOCATE 1' FROM EACH END MINIMUM AND 2r O.C. MAXIMUM. TYPICAL HEADER 3 SIDE JAMB ATTACHMENT FIMERJOINTED KILN ORY WOOD FRAME HEADER 1.1/4' X c-916' WITH 1/r STOP Hi:IGHT MINIMUM) (3) a' LONG X 1? CROWN WIRE STAPLES FINGER-101NTFD KILN DRY WOOD SIDE JAMB 1-1/1- X 1.9/16' TN 1/r STOP HEIGHT MINIMUM) FINGERJOIHTED KILN DRYW000 jAm SIDE JAMB SIDE JAMBS ATTACHED BACK-TO-BACX (1.1/4' X 4-9/16 1' MUST BE JOINED USING X 1/r LONG WITH 1/r STOP CORRAGATED FASTENERS LOCATED 3-FROM HEIGHT MINIMUM) EACH ENO MAXIMUM AND r O.C. MAXIMUM (STOP SIDE) OR X r FLAT HEADWOOD SCREWS LOCATED r FROM EACH ENO END MAXIMUM AND tr O.C. MAXIMUM (ON CFNTERLINE OF STOP). RAi1eif=/�0 �J w[Nt! I v 1 Wrr.oelt NrM W..reA�AI waopsaswz (` r.nrsi0r rtaWMAA.. " M HIGH PERFORMANCE I o Rl AB X 1•L/' LONG BUMPCR �7 GTE. rlo s r RAT HEAD w000 SCREWS OR THRESHOLD RM "LAW ` An M (O r !ONGWIRE X AP CROWN WIRE STAPES (1.9/16' X 7/8' STOP Teu Doh Rnwrr Ccrdn= �]026"7A: /3 S"78:1302Wt7C u4 HEIGHT MINIMUM) COP/rest Reoort Validow Mum /3026447A-0Ol. GM 003: /3026e1784)01. (Xr- = /3026u7C-001. Oat OM crwioes adamorw o tom awn - miracle tram Me ITS/WH weesne (www.°psemkoJmml. the Maunlle wecwts (www.masmtzxcm) or Ma MasomU wommal Collet n ...r...«� r.. , Jwe 17.2002 «� o..w.. o.... rw.er to curlp...nOwr w�o�TO�OiopO"' Masonite International Corporation amps .ne aaaoa o.w s VA rofw. 2 2 'D'Itr I GLASS INSERT IN DOOR OR SIDELITE PANEL BACX BEDDING (DOW 995 OR EQUAL) SECTION A -A TYPICAL RIGID PLASTIC LIP UTE SURROUND r.on t- 1/B' SINGLE PANE GLASS: tr, 3/4. OR 1' DOUBLE PANE: 3/4.OR 1' TRIPt_ PANE INSULATED GLASS V8' SINGLE PANE GLASS: 17.14' OR 1' DOUBLE PANE. La- OR I' TRIPLE PANE INSULATED GLASS 2 HIGH PERFORMANCE RIGID PLASTIC OR CELLULAR VINYL LIP LITE SURROUND FOR 1/B' SINGLE PANE GLASS Irr. 3/4.OR r INSULATED GLASS. 06 X 1.1T PAN HEAD SCREWS LOCATED 13.1/13' MAXIMUM FROM CORNERS AND 14.3/4' O.C. MAXIMUM DOOR 1-7/16 1/B' SINGLE PANE GLASS: 11T. 3/4. OR T — DOUBLE PANE: 3/4.OR I' TRIPLE PANE INSULATED GLASS Ifir SINGLE PANEGLAAS PANE GLASS: I/r. 3/4' OR V f— DOUBLE PANE: 3/4' OR 1- TRIPLE PANE INSULATED GLASS 'Glass inserts ;D be sub -listed by Intertek Testing ServicesiE'1 Semko or approved validation service. Test Dan Ra riaw Camtlote IM26Aa7A: /30 "711: rM25447C and COPrrw Retan Validation Mims I3(M6a47A-MI. MZ OW: /3026e478-WI. OM Om: 130264a7C.001. 002 OM oroviaes aadiUonu mtormation • WeBaote from Me ITS/WH wedstte (www.e0umeo.coml, the Ansamte a ® wadatta (www.mazonite.eom) or 01e Masonin teammm earttac t�1 Jtma 17, 2002 ..� o.w.. a».. 1..1 4tlWbat Iw+ ow cm"w.q aromm el ereaeto o e.tee..m.m ma f•.oaoao�t Monism tate•.m dKw= Masonite International Corporation � ..rrow rota. Oxx0 Unit MID-WL:1WA0oo5.02 7 DOUBLE DOOR WITH 2 SIDELITES 6• r CL T�P•I TYR TYR 1 1 1 1 1• 1 . r I. � 6' TYP. i1 i 11 11 1 ll 11 1 11 Il 1 11 t, 11 1 11 1� 1 11 1 1 T°yP. UNIT 1111" UN 13-15/16' 17.18- MAXIMUM ON CENTER TYP. T T T T T T f f T f Minimum Fastener Count Rough Opening (RO) W-`k m k--Y TW 0ua Revues Cenleate 41025e17la 00026417e: 6 per vertical framing member Width of door unit plus 1/2" -_/ 0e7p0313�6417e-00,rt002 �tli003metro �ap,i7A 16 per horizontal framing member Height of door unit plus 1/4' �® 002 OM 0 rovide3 addkiarlal intormidOn • evailaWe from me Hing e and strike plates require two Iww`r.masommrgmt or me Muenice ternniol uraer. 2.1/2" long screws per location. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSUBHMA Al56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147, 3167, 3245-, 3250, 3255' or 3270 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed an latch side of active door panel— (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet tar 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 08 and 410 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4' and achievement of minimum embedment The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4' embedment. 3. Wood bucks by others. must be anchored property to transfer loads to the structure. • a June 17. 2002 -.- o...... o..., 0.1.0- mDIM 0010WOV. ,.•,umm,.nwsauvo , M.sonite International Corporation a. e.s.m aca.a dace euep,v to =-I "a,me ,00n. Glazed Outswing Unit � 8'0" FIBERGLASS, DOORS APPROVED ARRANGEMENT: t dwnodl ►V...tr F_7® Test Om Review CefttOate ►3025447A; M204478: ►002B447C and Wriest Report validation Matrbl 0=5447A. (10,. 002. 003: 130204478-007. 002. 000: ►0020447C-001.002. O 007 plpvides Additional Irtromutlon O avaiubla from the ITSWH websita (www.edsemxacam). the Masomre weoldta (www.nosonite.com) or the Note: Maswnte tedmial center. Units of other sizes are covered by this report as long as the panel used does itot exceed TO" x 87. Single Door Madan unit site • Tr x 87 Design Pressure +47.0/-47.0 - umited wrier unless apt threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a soectne building design and geographic leatlon is detertMned by ASCE 7yutlonri. state or tool 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: 1/2 GLASS: 111111 ao 822 3arles 00 �. 40'sa,;<a ,oe seM 0 Oak cxaft ARK" ••o• r �•' Iupel••IY Iru /1•RROI.Afa BNTRY DOORS lrrT� ir/W f••.O— Jar 17. 2pd2 Mi•fr Cwllle Own ow I Cmw m el arotuet 11nam.•e•t m 9080lkm m teen •It 0 Wad eA d to OW" •Wag now. x 0� a� Glazed Outswing Unit S'O" FIBERGLASS DOOMS APPROVED DOOR STYLES: FULL GLASS: $I0 serial 652 series 300 series CERTIFIED TEST REPORTS: CTLA-805W 1 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075"'minimum thick fiberglass skins. Both stiles -constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid potyurethane 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 CRv. 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 Test 00 Ravew CerOkO IWWWA. /JO?8M7B; g0264e7C aM COMM Report VddzW Mauro /30204/7A. 0M. am = a02 "?S- OT, pot. 0= 03M"7C-M. OOZ 003 prp tles adwOaw Won, am - aahOY tMM 0te ffsMN vreb3ft WWWAWnk&=M6�WsoMe Masaalh oeelurkal center Oak aft AR EK" - bd•.,..1, ,... k ••a- F10a•OLAee aNTRY DOOKS I•11 b. o_ d�C, �/1/1p • •r•.I.r 0••Ilq O•wl +wrT•2= Masonite International Corpo►at4on W ealak.m Or"= of Wawa knOrwWrAm m.k.. ".e00mw dnvn No Nodo dw0 o•I.G ro CUO• "MM llOtlC.. J (0 Unit OUTSWING UNITS WITH SINGLE. DOOR TYPICAL HINGE ATTACHMENT 4' x 4• BUTT HINGE FlOOR2GAUG7SIDE JAMS oPANEL .....n wN SEE MINIMUM INSTALLA710N DETAIL TYPICAL THRESHOLD & SIDE JAMB ATTACHMENT TYPICAL HEADER & SIDE JAMB ATTACHMENT FINGER -JOINTED KILN DRY W000 FRAME HEADER 1 • IC X 4-v16- IT)i 1/2• STOP HEIGHT MINIMUM) ((R) FOR 7'0• HEIGHT OR SMALLER (4) FOR HEIGHTS GREATER THAN TO• (3) Z LONG X 1fr CROWN WIRE STAPLES FINGER•JOINTEO KLN DRY W000 SIDE JAMB (1•va•x4•vt6• WRH 1!L• STOP HEIGHT MINIMUM) FINGER -JOINTED KILN DRY WOOD SIOEJAMS t-t/d•XZ6• WITH i/r S�P HEIGHT MINIMUM) HIGH PERFORMANCE BUMPER THRESHOLD O (4-v16' X 7/If STOP HEIGHT MINIMUM) Wa.norJt Frr.M ® �70 Tog OW Review Cwditmft R10264.t7A: 40264478; 03025447C and COP/Test Report VLlo"on Matrix 03026447A-Ml, LONG (2) /6 HEAD � �' n=�7%a � 003 7tlmoWint FLAT HEAD WOOD SCREWS OR rroorgdn c - (3) 2• LONG X t!I CROWN WIRE STAPLES nabbla from the ITSAWH w.1 , (www.atwmliamm). the Masorete wtDsita (www.masomh.eom) m 0u Masonfp terJlttiol enter June 17.2002 0iroso "g0foww—o1p1aawvo ma m man Imocacaft Masonite International Corporation dUW -M WO= em4 UOM to OWO, wVWA NNp BACK BEDDING (DOW 995 OR EQUAL) 7 'DAIlr I GLASS INSERT IN DOOR OR SIDELITE .PANEL 4 SECTION A -A TYPICAL RIGID PLASTIC LIP LITE SURROUND t-Ins' 1/6' SINGLE PANE GLASS: I/r. 3/4.OR v — DOUBLE PANE. 3/4' OR 1' TRIPLE PANE GLASS L TEO 1/8' SINGLE PANE GLASS: 1?.3/4.OR 1' DOUBLE PANE: y4.OA 1' TRIPLE PANE INSULATED GLASS HIGH PERFORMANCE RIGID PLASTIC OR CELLULAR VINYL UP UTE SURROUND FOR ve' SINGLE PANE GLASS 1/r. 3/4' OR 1' INSULATED GLASS. /6 X 1-1/Y PAN HERO SCREWS LOCATED 13.1/11' MAXIMUM FROM CORNERS AND 14.3/4' O.C. MAXIMUM Lar f1OfIN 1-7n6 'Glass inserts to be sub -listed by Intertek Testing Services/ETL Semko Or approved validation service. 1/8' SINGLE PANE GLASS: . 1?, 314' OR 1' — DOUBLE PANE: 3/4' OR 1' TRIPLE PANE INSULATED GLASS PANE G GLE P PANE GLASS: 1R', 3/4' OR v �— DOUBLE PANE; TRIP OR 1' TRIPLE PANE INSULATED GLASS Tat Om Rariaw CardtleaM =5447A: /702 "?W. 3028447C and COP/rest Rewrt vaedadon Matti: 03026447A-0Ot. OOZ OM: /30264478-001. OOZ Oat: 03028447C-001. QOZ om ororidn Wittoml information - aWllaata tram trio ITSRWH wMsits (ww.ad39nik0.Q0M), ma Masomta *Z--NO wawa (ww inasorata.com) or the Ma3arrits teatmaf coo Aata 17,02 20 ow waamatWO&°b-om—wamain waftlom Masonite International Corporation aew am Poo duo ,ogat] to rip warm! morn X �1\ mono I tIII I Unit SINGLE DOOR TYR UNIT 811" UNIT •15/16' 17.1/8' MAXIMUM ON CENTER TYR I CountMinimum Fastener • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening r 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4' T wer,.xJr ►+a>ry Talc Dan Rariew CartlOate I3026e47k /3028M7B: /3028aeTC an0 COP/rat Report VaOmtlon i1A026e 111, 002, OM: 430264478-=.002 = A026WC•001. 002. OM prwidaa il rtpatlon - ava4 tram me rrsAvm wwsrta (wn.rl.ettstmto:coml, the masdnita �p weoiife (www.trgsordlauta=m) or memnonits mau al Cattier.. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA A1562) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146, 3166, 3241", 3246, 3261 • ar 3256 Compliance requires that 8" GRADE 1 (ANSV8HMA A156.16) surface bolts be installed on latch side of active door panef — (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 88 and B10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSVAF & PA NOS tar southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment The 3116' Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. • 3. Wood bucks by others, must be anchored property to transfer loads to the structure. June 17. 2DD2 Ow-,e—moo.lamnro www.. Majonite International Corporation UM sd soma Gast Ut%M to Gunge „ntoa Agate. my I ao 1. DESI';;q AND TESTED IN ACCORDANCE WITH FLORIDA BUILDING CODE. 12. JAMB DETAIL TO BE IN ACCORDANCE WITH DWG 409783. INTERMN11ONAL 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 LAC 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 do 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 do 20.812 11. DOOR CONSTRUCTIONS OVER 8' TALL ARE AVAILABLE AND REOUIRE COMMERCIAL TRACK. REFER TO DRAWING 0-408352. OHD GENIE EOUIVALENCY CHART OHD DOOR SERIES No. GENIE DOOR SERIES No. PAN THICKNESS SERIES 188 SERIES GDS300 24 Go. SERIES 189 SERIES GDS30R 24 Go. SERIES 281 SERIES GDS200 25 Go. SERIES 381 SERIES GDS550 25 Go. 3 1 /8n F I D 11 OPENING HEIGHT (VARIES) SHAF1 rF (VARIES) OPENING HEIGHT MINUS 1 i" 2" X 6" WOOD JAMB 2" X 4" WOOD JAMB D" OR EOUIVALENT HORIZONTAL TRACK & COUNTERBALANCE 12 R OPTIONAL SPLICE IN HORIZONTAL TRACK AT TOP OF RADIUS 405964-0002 "'-- 405964-0002 a7 54 1/2 046450-0003 -� 36 20 1/2 405964-0001-/ \-405964-0001 STANDARD TRACK DETAIL FOR 16' SCALE: 1/16" = 1" rTRACK END HINGE ROLLER SHAFT BRACKET 405742-0001 II (2 REO'D) ROLLER DETAIL "F" SCALE: 1/4 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 -0 TYP 2 TYP 2 PLCS 061166-0001 -y F-.968 TYP 2 PLCS I 1 2.093 ' VIEW "D-D' 2- TRACK .068 THK (VERTICAL) 405771 -0001 061166-0002 PANEL SECTION WEATHERSEAL LETRR 06CM"M. Om •PVf C REV PER EN 10099 Ot 09 98 1 D REV PER EN I1060 OS 29 02 m E REV PER EN 11205 1112 02 DI WIN gUIL" G DIVIS10% TER Fill over eaJd clo�� - 26--03 !$o/,2-rl/ BOTTOM FIXTURE BOTTOM BAR FFICE SECTION "C-C" PLANS REVIEWED SCALE: 1/2 CITY OF SANFORD CENTER STILE P/N 408680-0004.5.6 a2 (3 PLCS) rHEADPLATE HAFT SPRING ANCHOR 407603-0001 BRACKET (9 PLCS) 409808-0001 TYP 2 PLCS 061166-0002 TYP 2 PLCS 8 400650-0001 HS 1 L JW ,A" mom- I F„ DOOR WIDTH CENTER STILE END STILE ROLLERK� STRUTS/SECT. ROLLER VERTIGAGERACK (�JAMB ER FTAHT) HARDWARE 16' 3 SINGLE YES 2 X HS i 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. All 18 SEE NOTE 4 HS STRUT 7--spsI TOP FIXTURE END HINGE TUBE STRUT AND STRAP 1 7/8 THK. SECTION "A -A" SCALE: 1/4 (7'-0- SHOWN) 8'-0" 11 MAX. HEIGHT 1 I 15 409334-0001 l t)#.i^. �yJ:»'" i_ •r. ._a. i > - of-. f.... ...L .�,:�- �'�•- - - 16'-0" MAX. WIDTH 405771-0002 061166-0002 7- INTERIOR ELEVATION r - ^ '. TN[ DRA-C MMAR TECf CL POVWw H aN TMo.rt WLM OTHERWGE >a[uIID AU HMII sons .fa . f«oo:TSD1,l.m a o R °poH IWMN Err.'.- - DA[, --.DiWwG. .F_'•• .. �- - nYl;'1 13LOAD 80/281 /381, sNm rs THE RRwEnTY ar ownarD coon fp1�DnATgN Res• REy,E ,� ,,,� aL.ji,.f.,.e.�tsr o G.J.MOORE 1 1%18/94 �..�'.� : -2�5/37.5 PSF. OR f SUB VLWf AND 6 lOM M M W W CENCE FOR ENIifEER" MfD Wrf Ptfi0V 5 OWY. W[.6aa Of4(i06 • f1 ]0' WTDEN. GIECKO er: •r, -' 1 6 -0" MAX AS4STNIL•E .No - Nm BE REPRODUCED DR Usm TO N &VACTWE e. , ., riNClp.6 N/A ADA JOHNSON 1 2/01 /94 - -C IMMOSED WREAff Rrt11Wf THE UMM TKRN69o" R pC1MEAD oom OofPcRN NHfJI WY , .M APgJ[p EM9f: wR O< M(wIIlrtE M'f+RWED B.^. • , ara�� pug ®� 40 o Q Z W m. U U J f ccE Tws SHIM a M mfE. NONE EACH S.B000HER 12/01 /94 E; 3/8 S, T 1 2 nvsco LETTER D[S!ARmN DATE C REV PER EN 10099 O1 09 98 0 REV PER EN 11060 05 29 02 E REV PER EN 11205 1 11 12 02 .108 STK--}---,070 STK 0 0 T 2-11/16 0 0 h� 40 2-13/32 P/N 409808-0001. TOP FIXTURE 2-11/32 .091 MIN II 0 3-9/16 10 >0 O o o 0 h---1 2-7/16 P/N 405771-XXXX. BOTTOM FIXTURE 2-1/4 1/8 1-7/8 5/8 .030 THK LENGTH = DOOR WIDTH - 1 PIN 400650-0001, ROLLED HS-1 STRUT 2-9/32 .070 MIN 1-11/32 ORANGE 27/32 � 1-3/32 � 1-3/4 � 4-3/8 T 000 1 0 o o 2 2-1/ o o O 2-3/8 3-3/16 0 0 O 0 ooOoo 2-1/4 .090 MIN _T '4- 7/16 .108 MIN P/N 407603-0001, CENTER HINGE P/N 405742-0001, BRACKET. ROLLER SHAFT P/N 405964 & 046450. BRACKET. SCAB T �— 3 LENGHT= DOOR WIDTH T 2 065 REF P/N 607935-0005. STRUCTURAL TUBING RECTANGULAR 065 THK END STILE WITH CLOSED END CAP P/N 408794-0001,2.3 SCREW P/N 605911-0001 TUBE STRUT 607935-0005 AND STRAP 405831-0003 EACH CENTER STILE END STILE WITH CLOSED END CAP P/N 408794-0001,2,3 SCREW P/N 605911-0001 P\RT NUMBER V 405964-0001 3-1/4- 005450-0003 4" 7/16 DIA 5-1/8 —1 � 1-13/ 16 DIA 7/16 - PIN 061166-0002, ROLLER ASSY SECTION "B-B" SECTION "G-G" o 0 0 2-1/16 THROW O '4 5/8 _ 0110 0 0 0 �- 3 --� P/N 409334-0001, SLIDE LOCK ASSY COUNTY P/N 405964-0002. BRACKET, SCAB JOINT 3.00 � � � 3/4 ° 2.00 T ° P/N 405831-0003 STRUT STRAP BUILD IRKGa D . 2-9/32 .070 MIN •�rl H~ 000 3-3/16 P/N 407605-XXXX. END. HINGE PART NUMBER H 407605-0002 .85 407605-0003 1.10 407605-0004 1.35 407605-0005 1.60 PLANS REVIEWED CITY OF SANFORD 7-9/16 CENTER STILE REF P/N 408680-0004.5,6 � ---I 7/16 �I 7/16 DIA REF 1-13/16 DIA REF SERIES SELECTION GUIDE SERIES INSULATION PANEL GAGE 184 YES* STD 021"" 185 FLUSH ,-="02.1 186 YES* FLUShII4' .021: -- 185 <92-1", 189 FRANC Zl�w: 281 AA 284 rr�5H qy{e 285 rn �KsANCN"lSt8`' 381 _,.r ?�.STDr� �%`. T8 ar• 384 ^i%'f5`'.•FL27v�F1;'; ".Ol'8_' ' P/N 061166-0001, ROLLER ASSY. TR-3 DoEs Noz•;I NGB�H, - GRR1'" 7i1E7DO STEEL HS-1 STRUT. P/N 400650--0001 UNuss OTHERWISE SPEMED AHEAD on NAME :,:DATE - ....• THE ORANArc AND/OR r[Cwacx R60RWimN ON TNS am mo NO r aaDamuNm oN O ouaAsTEXAS, aurw er: - sT+cT: '; SNW a THE PROPERTY Or owain DOOR cOTaOT+,umH na .� w� .cu ,i...�..c,;.sa., o G.J. MOORE •- -1 1 / 1 Ef/94.1 OR TTS SUDSI ARY Arm 6 ITlwm r CD.smORE MR EmGKVWC AND MUTUAL ASSISTANCE PURPOSES ONLY. AND rar NOT 8E REPRDOUCIM OR USDD To m~Acnmt a.D.DD.6 OwLT06 a o JD• MATDDaI: ,.�� N/A — CMECMm Br: �(:•f ADA JOHNSON 11 A,MHTNC OMOsm HEREON WTHalT THE COW= d ..M PERM69W a O ER EAD DOOR CORPORADDU WHICH NAY . ® �a APPTEO ro sN: UNIT a< MT;iamE EACH AvweoaFD 9Y: C;3 REDa SHEET AT ANY nE. NONE S.B000HER 1 1/23A4_� .OAD, Y80/281/3E 25/3T.5 PSF, 16'-0" MAX D-408832 Oakridg d PRO 30"'A Sly es �,1\TEp Sophisticated Design & v '� Dimensional Performance v 9 • :c o O Thew r • , c color t !c nds and _ubtle � o� , �Q u shadows featured in Oakrid;e PP.O OAR �-;; cr 14 . shinle� add drinh antl ciinrension to •our home. Tito asphalt shin,�cics wish a tough riber;las'. mat cosy art lulnrlcd tugethc•rand covered in colorful, clunahlc surGu e tannles. • Oakrid^c PPO : n AP shingles can}• a separate ,U,ac Re>iaance Lindivil 1Carrantr.'= • 0-year limited warranty' • Din -able %veatherin,-Irade asphalt composition. • 70 .xtrrl hind Resistance Limited Watrant.V helps ensure performance. • Class a UL rise Rating - the inclttsttl's hi"llest rathl". • Enhanced warranry protection and - extended petiod of non -prorated •=41•o� 0 ' Tru PROtection • c•overa,e of 10 years �� r; lc-ith optional System �ckant. .:h.- Limited Warranr}-."' -w n o� The_ i-c•hilectural Set es all 0\reds•Comhl _Veltitecti ral Series products are designed and engineered to help you create a distinctive, -one of a Lind•' sn•le for your home's exterior. ;Product Specifications Nominal size 13'/." x 381/" !Exposure 5 /j" Shingles;per square 66 Bundles per squarer 3 Coverage per square 99.9 sq ft Tested for' Excellence All Owens Corning shingles are heavily tested to meet or exceed applicable standcrds measuring fire coverage and wind resistance. - Applicable Standards & Codes ASTM D 3462 ASTM D 223 ASTM E 108, Class A UL 790, Class A 49M D 3161 UL 997 ASTM D 3018, Type 1 Florida Building Code Plant Service Areas: Jessup !South!, AID Jacksonville, FL atlonio, GA 'See actual warranty br cetci?s. !b^ itetlons =nd requirements. C- 03/26/02 TUE 15:51 FAA 4U730U1J0L tvi%,vn • -- ,_-_ , „ - - PANVEST GROUP N. MGFRSNG 13RANQH I ift q, ff- IF 9— 10 4 g 1 �► �n� � o � � Na 9, M.10, Industrial Peek, Taichung City, Taiwan Tol: 888-4-359.3508 Fax: 886-4-359- 417 LEE CHU ENTERPRISE CO., LTD. E,maa - Ielctw� etet. February 3, 1999 S-�CT: 1" to 3"x .120" Smooth or Ring Shank Electre-Galvanized Nail Wire Diamcter:.120 +/- .001" Length:.975" min., 3.016" max - Head Diameter..275" min., 375" max. Thread Diameter: (ring shank) .132" min., .135" max. Ring4nch: (ring shank) 25 min, to 29 max. Galvanization: Electro Galy. w/ 6-8 microns chromate The above mentioned nails made for Interchange Brand meet ASTM641-92 and are Class 1 galvanized- rtb -e 2002 08'22 FR O1ZNS CORNING 2-A 419 248 7354 TO 913213481001 P.06i34 Pile'R2sI5; • page !T1-1 *of 1 2ssued: 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 50 in. wide by 66 in. long. Nominal 2 by 4 in. dimensional lumber provided the support and rigidity required for handling. The plywood was secured to the support lumber with'ed 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 Underwriters Laboratories, personnel parallel to the short dimension of the test panels while at -room temperature (Bo f*15°F) and in a manner recommended by the manufacturer. The panels were maintained at an incline of one vertical- inch for each six horizontal inches during application of the shingles. No adhesive other than the factory -applied adhesive was used to fasten down the tabs and no pressure was applied to the shingle tabs either during or after application. The panels were placed into a conditioning cell while maintaining the one in six incline at a temperature within the range of 135°F to 1400? for a continuous period of 16 h. After conditioning the panels were allowed to cool to room temperature again while maintaining a one'in six incline. Two tests were conducted, unless the first test yielded unsuccessful results. RESULTS• At no time during the 2 h period of exposure did any test panel experience 1) the adhesive of the self-sealing shingle fail to restrain any full shingle from lifting nor 2) any free portion of a shingle lift no as to stand upright or bend back on itself. Report by: / Martin x Rowan Sr, project Engineer MR/DM:Iib DMS Reviewed by: Douglas C Miller Engineering croup Leader TAMKO®- M0.15 UL PRODUCT DATA Asphalt - Saturated- Orgahic Felt • khti` TAMKO' 140.15 UL felt features a premium }r� quality TAMKO organic felt (non -perforated) that is saturated with asphalt Accepted for use as an underlayment felt to be applied over the deck prior to the installation of TAMKO asphalt a:: tisr� shingles. Underwriters Laboratories Buitt-Up Type 15 Label ASTM D 226, Type 1 �+ 1 v Roll Dimensions 144' X 368 Coverage per roll 4 Squares Laying Lines 2', 8-1/24, 11-1/48, iT -All values stated as nominal CAUTION:.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. TANKO ROOFING PRODUCTS TAw9000is a rp'staid badmito d TAMKD Roca its. kr. Visit our Web Site at www.tamko.com osamt Central District 220 West 4th SL, Joplin, MO 64801 800-641-4691 Northeast District 45M Tamko Dr., Frederick, MD 21701 800368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 36401 800-228-2656 Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Deriver, CO 80216 800-530-8868 .. WATER-R-ESISTANT UNDERLAYMENTS Water resistant.underlayment is a pioduct'that-consists of organic felt : .Impregnated with asphah saturm some water-iesistwt undedaymmts, uch as Cer;61nTeed's:Roofers"Select, also contaiia fiber rein- li forcement'which .06ri rses tear strength and reduces wrinkling: •Water-resistant•im entwas originally dedaym invented'to keep the roof deck ,ng dry.until shingles could.beapplied Applying this. under-` layment was originally called ".drying-iri the roof." It was also useful u'a s.paiadon sheet 6etweea tlie-roof she2thirigbosridss.(before'M andplyaood `sheets:were.used as roof decldng)'.and the asphalt shin- gles: this was fmportant,bec se': 'poclrietsiu:t>ze.pme planks. : caused the-'*hakto:degrade piemantrely ualesi a anderiayment separated. the resin and aspbalt-from eadi `other. : ' Water=resistant nn ends.! a Coshed most of the wafer :that falls 9114. unless itd f o n oi.,punctzired. ILs ability io be wafer resutaat is . exposed aspliah the temporay:'As the sun degrades :the ':;";poateti?ls-begin to'di� ahsoib:inore moisittie, Iose its strength and' <` -�`i`''evenmali 'begin to tem.The:less hah.nsed to k asP. saatrate the -under shdurm g maaufacturitig; tfie s ea horter its: life: Since asphalt �M14;.... .. most pensive component ofsbm a nn Zd . derlayment, lower': "=° r? •PIIced:iBa_cermis wiu:have less asphalt and a -shorter life 'atposed ::, to•'the: ':loner pn shingle underiayment, for the same reason, is n, salijecrto severe; wet or wrinkling when it'getc even just damp, ,, y Un`derizyaeat.is iised`P' der asphalt shkngles-for.a variety of . :rexsons,'suc as:providid ' ' Bclnip forlic-siedding protection Hof. the deck if shingles fail ' M.�°?. '.The:louver. the slope; the more tmpcirtant' under}aymez;tis,;:since;er.iluws mote easilyunder shingles on lawslopes ' �;.,: ,. •. : • A protective 4bair er to`the eleaieats between•the time.tbe old shingles have beEa toia.:off-and-pror-to the w• neshingle being applied.Hawevet,;the:under lymen't should not be relied on as a tepPom?Y ioafostem,:.�emally,whea tile drip edge flashing is not yet in place lt.is unlikely to, prevent leaking in the event of _ .. heavy wind and. rain.: : An agent to hide minor imperiections of. the decking material and reduce "picture framing" of deck panels. ' :: •' .Fire ratings (Class A or C).when-used in conjunction with shingles. INSTALLATION GUI-DELINESJOR 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 • `,, alight of the andedayment. 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 oveL 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•pait.is that.the job can . _ look good. when you lexie in -the evening but ilie wrinkles can reappear the next morning when the'homeowner will notice them While we've discaised underiayment 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 , .undedayment'itimllation problems. FASTENER:TYPE:. : CerlainTeed recommends osng nails rather'tbari:staples. Nails provide more resistance against underlayment teir.out Ins very important,.: whether hand nailing or using a pneumatic. gun,-lhit the fasteners be driven flush INSTALLATION METHOD:' Wliea applying uadedayritentthe key is to keep the product as• wrinkle free as possible. 1. Uardll 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-PAppo g Wakr-Re Want Ondnf4 mtent Along The Eaves And Rake The type of decking material used may influence the bolding power of the fasteners. Your experience may Here Are indicate that more fasteners are necessary in some situations. Some Tips... For steep roof pitches above 7.12 consider adding a third row of fasteners, making each row 9" apart instead of 12" apart. Dennis Torback from Fulton, 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 underlayment, two rows of nails are used. The first is placed 12' up from -the bottom edge and the second is.24' from that same edge (or in fact 12" from the upper edge). This nicely separates the 36' wide undedayment sheet into'thirds. Nail along these two rows 12-15" apart. Nail placement should be alternated so that one row places the nail opposite the open area of the first, creating a sort of zigzag pattern. This will result in a•simple pattern with all nails being approximately 12-15" apart. (See tips above.) vs oO .t Figure 3-2: Standard Nailing Pattern For Water Resistant Underiayment 3. Succeeding courses should be unrolled in a similar manner over- lapping the.previous course, by-2".-Be-caref A-to-rall-it-ouEstraight--- as the underlayment will tend to slide down the pitch of the roof and end up crooked. The spacing of nails in this overlap area should be approximately 6" apart, centered in the 2' area. (See tips below.) 4. If the length of the roll is not sufficient to complete the entire run, an end lap of 6" is required We recommend two rows of nails 6" apart to hold the lapped edges in place. End laps should be locaied 6-8' from any other end lap that may be in the preceding underfaymeat course. WARNING When installing underlayment where hot vent stacks protrude (from wood burning stoves etc), it is important to allow a minimum 2" clearance Check fire codes. HIGH VIND / OVERNIGHT. RECOMMENDATIONs: If planning to leave water-resistant undedayment exposed overnight, or for a longer period of time, or if high winds are expected, any of the following suggestions or a combination of them can be used for additional protection ♦ Use cap nails or tin raps. • 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 wrin&le 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 installation. If these problems appear, several approaches are available to eliminate them. First, the underlayment can be replaced. Second, the wrinkles can be cut and repaired with patches and asphalt plastic cement Third, wet and wrinkled underlayment can be allowed to dry out naturally from exposure to the sun. As the underlayment dries, --the-wri and disappmr The best solution for wrinkled underlayment is prevention. Applying high quality, well -saturated felt, such as Roofers' Select, willeliminate many wrinkling type problems. Ask your supplier for the highest quality he can obtain. Do not assume the underlayment he stocks is the best available: Be willing to pay more for a superior product. The cost of high quality underlayment adds very little to the cost of a job and can often be offset by the savings from reduced rework and repain'knstallers who insist on the lowest prices for uriderlayment are the cause of the low quality underlayment generally found in supplier warehouses. Roll out only 10' of underlayment at one time, stretch it, check alignment and nail into place before moving on. Here Are Some contractors prefer to do the deck in stages applying 2 3 courses o underlavment then immediate applying Some Tips... p f g pph� g f � p the shingles -to that area. Using this method they can sometimes reduce the number of fasteners used but they must work carefully to be sure the underlayment 'remains flat. Michael Saunders from Bath, NY suggests, "Wben doing a tear -off the drip edge can be reused to bold the edges of your newly installed felt overnight." 05/03/1002 09:45 3213481001 COLLIS ROOFING INC PAGE 02 05/.I2/2002 14:d9 14078948412 KAYCAN ORLANM PAGE 04 ViCAN TABLE 1607.10.2 MINIMUM WFJGHT MATERIAL, THICKNESS (in.) GAGE (IL,) Dopper orninum 0.02d rainless Steel 28 alva nd Steel 0.0179 I 26 (zinc coated G9Q) 'ne A11oY 0.027' L.d Oainted Teme 2 lh 20 IS07.3.9.9 Drip edge. Drip edge shall be provided at tav'-S and gables of shingle roofs. and overlapped a Irlinim= of 3 inches (5) mm). Eave drip edges shall extend 1/4 inch (6.4 mm) below sheathing and extend back on the roof a minimum of 2 inches (51 nm). Drip :.dee shall be mechanically fastened a maximum of 12 inches (305 t i; fl on :erter. I p v M a U fi, Cz U r, a Dr: Lot Number: kn 00 o Is: Address: N W 1f1 U. :his box is for administrative purposes only and is not part of the engine g review Truss Fabricator:EAST COAST LUMBER- PLANT #1 Job Reference:SPF2 - Engle Homes/SPF2/M#4982 ROBBINS Box 28005s P.O.Tampa, FL33682-0055 Engineering Index Sheet ENGINEERING, INC. Phone: (813) 972-1135 Index Page 1 of 1 Job Number Date FBC - 2004 Chapter 16 and 23 Specification Quantity T06012773 01/31/2006 55 A Professional Engineer's seal affixed to this Index Sheet indicates the acceptance of Professional Engineering responsibilities for Individual truss components fabricated in accordance with the listed and attached Truss Specification Sheets. Determination as to the suitability of these individual truss components for any structure is the responsibilty of the Building Designer, as defined in ANSI/TPI 1-1995, Section 2.2. Permanent files of the original Truss Specificstion Sheet are maintained by Robbins Engineering, Inc. Questions regarding this Index Sheet and/or the attached Specification Sheets may be directed to the truss fabricator listed above or Robbins Engineering, Inc. (Sofware - Online Plus) Date Mark 1 1 101/31/061 H1 I 5 1011311061 H5 9 101/31/061 H9 13 01/31I06 H13 17 01/31106 H17 21 101/31/061 H21 25 01/31/06 H25 29 101/31/061 H29 33 01/31/06 T33 37 01/31/06 PIG-2 41 01/31/06 V9 45 01/31I06 MV6 49 01/31/06 HJS 3 I01f31106ICJS Date Mark 1 2 101/31/061 H2 I 6 01I31I06 H6 10 101/31/061 T10 14 1011311061 H14 18 01I31/06 H18 22 01/31/06 H22 26 01131 /06 T26 30 01/31/06 H30 34 101/311061 T33A 38 101/31/061 HV20 42 101/31106 V8 46 101131/061 MV4 50 101/31/061 E.17 54 101/31/061 CJ3 Date Mark 1 3 101/31/061 H3 I 7 01/31/06 H7 11 101131106 G11 15 01/31/06 H15 19 01/31106 H19 23 101/311061 H23 27 101/31/061 T27 31 101/31/061 H31 35 01/31/06 G34 39 101/31/061 HV16 43 01/31/06 V4 47 01/31/06 MV2 51 101/31/061 EJ7A 55 01/31/06 C51 Date Mark 1 4 101/31/061 H4 I 8 01/31I06 H8 12 01/31/06 H12 16 101131/061 H16 20 101131106 H2O 24 01/31-m6 H24 28 01/31/06 GE28 32 01/31/06 GE32 36 101/31/06 PIG-1 40 101 U1106 HV12 44 01I31I06 MV8 48 01/31/06 HJ7 52 101131/061 EJS Index Page 1 of 1 Standard Loading: T.C. Live 20 psf T.0 Dead 15 psf B.0 Live 0 psf B.C. Dead 5 psf Total 40 psf ANSI/ASCE 7-02 Wind Speed - 120 mph Mean Roof Ht. - 15 ft. Exposure Catergory - B Occupancy Factor - 1.00 MWFRS Enclosed Notes: Refer to individual truss design drawings for special loading conditions. PLANS REVIEWED CITY OF SANFORD Truss Design Engineer. Philip J. O'Regan License M 58126 Address: P.O. Box 280055, Tampa, FL 33682 q Q�;•��C ENSF G�+ r !�% �T td .t+ •. tQR10f' .••� Date Sealed: 1/31/2006 Job Nark Quan Type Span P1-H1 Left OH Right OH I Engineering SPF2 H22 1 HIPP 280800 6 1- 2- 0 1- 2- 0 ENGLE/SPF2/M#4982 SO 4-3 0 SO 4-3 0 a N c N o TC • 7-0-0 -- - 14-8-0 ._ 7-0-0- 2x4 3x12 3x4 J S3 K 5x8 5x8 B C 6 2x4 2x4 I L 3-10-3 5x6 5x4 / \ ZE 5x6 5x4 A D ,J f;St F H G Sl ' S7 �I3x4 3x8 4x420G-RHS-5x10 I3x4 S2 W : 800 / 20G-RHS-5x10 W : "0 R:2533 � ' R:2533 U: 519 U: 519 BC - 28-8-0 - - - - - 28-8-0 - - - - --' EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.218" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.61 2x 4 SP-#2 EX B -S3 2x 4 SP-SS EX S3-C 2x 4 SP-SS BC 0.56 2x 4 SP-SS WB 0.50 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 28- 8- 0 BC Cont. 0- 0- 0 28- 8- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 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' 28.7' BC V 0 10 0.0' 28.7' TC V 50 38 7.0' 21.7' BC V 0 13 7.1' 21.5' BC V 280 280 7.1' CL-LB BC V 280 280 21.5' CL-LB Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 2534 519 8- 0 3- 0 Hz = -82 D 2534 519 8- 0 3- 0 Robbins Engineering, Inc./Online Plus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -I 0.61 4774 C 0.19 0.42 I -B 0.61 4676 C 0.17 0.44 B -J 0.52 5443 C 0.15 0.37 J -S3 0.62 5443 C 0.24 0.38 S3-K 0.54 5443 C 0.24 0.30 K -C 0.52 5445 C 0.15 0.37 C -L 0.61 4675 C 0.17 0.44 L -D 0.61 4774 C 0.19 0.42 --------Bottom Chords --------- A -F 0.49 4221 T 0.40 0.09 F -S2 0.47 4205 T 0.40 0.07 S2-H 0.44 4205 T 0.40 0.04 H -G 0.56 5445 T 0.51 0.05 G -S1 0.43 4205 T 0.40 0.03 31-E 0.46 4205 T 0.40 0.06 E -D 0.49 4221 T 0.40 0.09 ------------- webs ------------- I -F 0.01 73 T F -B 0.19 612 T B -H 0.50 1570 T H -J 0.19 839 C H -K 0.08 147 C G -K 0.19 840 C G -C 0.50 1574 T E -C 0.19 612 T E -L 0.01 72 T LL Defl -0.26" in H -G L/999 TL Defl -0.53" in H -G L/623 Shear // Grain in J -S3 0.56 DL Defl -0.38" at H L/868 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI A LOCK 5.Ox 4.0 2.0 1.4 0.96 A LOCK 5.Ox 6.0 3.9 1.4 0.80 B LOCK 5.Ox 8.0-0.5-0.4 0.95 C LOCK 5.0x 8.0 0.5-0.4 0.95 D LOCK 5.Ox 4.0-2.0 1.4 0.96 D LOCK 5.Ox 6.0-3.9 1.4 0.80 S2 RHS 5.0x10.0 Ctr 0.8 0.70 H LOCK 3.Ox 8.0-1.0 Ctr 0.94 G LOCK 4.Ox 4.0 0.5 Ctr 0.90 S1 RHS 5.0x10.0 Ctr 0.8 0.70 DEFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Girder Step Down Hip Framing King Jacks Jack Open Faced Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 5445 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Hz = 83 Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering -Portrait 1/31/2006 9:32:34 AM Pagel Job Mark uan Type Span P1-H1 Left OH Right OH Engineering H23 Q1 HIPP 280800 6 1- 2- 0 1- 2- 0 ENGLE/SPF2/M#4982 HO 4-3 SO 4-3 0 0 0 0 N N O O 5x6 3x4 5x6 B H C 4-10-3 3x83x6 3x63x8 W:800 W:800 R:1242 R:1242 U: 251 U: 251 BC - 29-9-0 -- i - -- 28-8-0 - - --- -- -- -- - - --- - ALL PLATES ARE LOCK20 Scale: 0.218" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.35 2x 4 SP-#2 BC 0.91 2x 4 SP42 WE 0.21 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 28- 8- 0 BC Cont. 0- 0- 0 28- 8- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1243 252 8- 0 1- 7 Hz = -106 D 1243 252 8- 0 1- 7 Robbins Engineering, Inc./Online Plus' I -D 0.28 2055 C 0.01 0.27 --------Bottom Chords --------- A -F 0.77 1835 T 0.18 0.59 F -S1 0.65 1794 T 0.18 0.47 S1-S2 0.91 1794 T 0.18 0.73 S2-E 0.65 1794 T 0.18 0.47 E -D 0.77 1835 T 0.16 0.59 ------------- Webs ------------- G -F 0.12 310 C F -B 0.14 458 T F -H 0.21 312 C H -E 0.21 312 C E -C 0.14 458 T E -I 0.12 310 C LL Defl -0.19" in S1-S2 L/999 TL Defl -0.36" in S1-S2 L/902 Shear // Grain in B -H 0.26 DL Defl -0.14" at S2 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.68 B LOCK 5.Ox 6.0 0.7-3.1 0.58 C LOCK 5.Ox 6.0-0.7-3.1 0.58 D LOCK 4.Ox 6.0 Ctr 0.1 0.68 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Hz = 107 NOTES: Trusses Manufactured by: Membr CSI P Lbs Axl-CSI-Bnd East Coast Lumber ----------Top Chords---------- Analysis Conforms To: A -G 0.28 2055 C 0.01 0.27 FBC2004 G -B 0.19 1740 C 0.01 0.18 OH Loading B -H 0.35 1559 C 0.01 0.34 Soffit psf 2.0 H -C 0.35 1559 C 0.01 0.34 Design checked for LL on BC C -I 0.19 1740 C 0.01 0.18 per BOCA (section 1606.2.3), Robbins Engineering, Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:34 AM Page 1 IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2055 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ '.'SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job -]- Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2 H24 1 HIPP 280800 6 0 1- 2- 0 ENGLE/SPF2/M#4982 HO 4-3 HO 4-3 0 0 N TC,. 11-0-0 ----6-8��- _. .. 11-0-0 _�_ O - - - -• .r Sx6 Sx6 B C 6 2x4 2x4 G H 5-10-3 4x6 4x6 A D r Sl s2 E I 3x4 3x6 3x6 3x8 W:800 W:800 R:1213 R:1290 U: 236 U: 251 BC - - - -- ---28_8_p -- - --- - -- -- --- --- - - - 28-8-0 - -- J. ALL PLATES ARE LOCK20 Scale: 0.225" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.48 2x 4 SP42 BC 0.86 2x 4 SP42 WB 0.14 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 28- 8- 0 BC Cont. 0- 0- 0 28- 8- 0 WB 1 rows CLB on B -E Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load 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 1213 236 8- 0 1- 7 Hz = -131 Robbins Engineering, Inc./Online Plus - A -G 0.31 2164 C 0.01 0.30 G -B 0.27 1845 C 0.02 0.25 B -C 0.48 1495 C 0.03 0.45 C -H 0.29 1800 C 0.02 0.27 H -D 0.30 2121 C 0.01 0.29 --------Bottom Chords --------- A -F 0.79 1934 T 0.18 0.61 F -S1 0.59 1517 T 0.14 0.45 S1-S2 0.86 1517 T 0.14 0.72 S2-E 0.59 1517 T 0.14 0.45 E -D 0.80 1899 T 0.18 0.62 ------------- Webs ------------- G -F 0.12 359 C F -B 0.14 440 T B -E 0.04 125 T 1 Br C -E 0.12 421 T E -H 0.12 373 C LL Defl -0.26" in S1-S2 L/999 TL Defl -0.40" in S1-S2 L/825 Shear // Grain in B -C 0.30 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 it Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.72 B LOCK 5.Ox 6.0 0.7-3.1 0.71 C LOCK 5.Ox 6.0-0.7-3.1 0.96 D LOCK 4.Ox 6.0 Ctr 0.1 0.70 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. D 1291 252 8- 0 1- 8 NOTES: Hz = 132 Trusses Manufactured by: East Coast Lumber Membr CSI P Lbs Axl-CSI-Bnd Analysis Conforms To: ----------Top Chords---------- FBC2004 Robbins Engineering, Inc./Online Plus' 0 1996.2005 Version 18.0.014 Engineering - Portrait UW2006 9:32:35 AM Page 1 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 2164 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2 H25 1 HIPP 280800 6 0 1- 2- 0 ENGLE/SPF2/M#4982 HO 4-3, HO 4-3 o 0 N 0 TC 13-0-0 _ _ -_ _2-8_0 _ 13-0_ 0 5x6 Sx8 B C 6 2x4 2x4 I J 6-10-3 i 4x6 4x6 A D t_ H S1 S2 E #4x6 3x8 #3x8 3x8 W:800 W:800 R:1228 R:1316 U: 236 U: 251 BC _ 28_8-0 - -- - - - 28-8-0 - - - ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.225" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.48 2x 4 SP42 BC 0.83 2x 4 SP-#2 WB 0.20 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 28- B- BC Cont. 0- 0- 0 28- 8- 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 4.0.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1228 236 8- 0 1- 7 Hz = -155 D 1316 252 8- 0 1- 9 Hz = 156 Robbins Engineering, Inc./Online Plus'" ----------Top Chords ---------- A -I 0.47 2157 C 0.02 0.45 I -B 0.47 1867 C 0.02 0.45 B -C 0.25 1367 C 0.01 0.24 C -J 0.48 1862 C 0.02 0.46 J -D 0.48 2138 C 0.02 0.46 --------Bottom Chords --------- A -H 0.82 1934 T 0.17 0.65 H -S1 0.60 1351 T 0.22 0.38 S1-S2 0.83 1351 T 0.12 0.71 S2-E 0.57 1351 T 0.12 0.45 E -D 0.81 1918 T 0.17 0.64 ------------- Webs ------------- I -H 0.13 433 C H -B 0.20 629 T B -E 0.04 146 T 1 Br C -E 0.18 582 T E -J 0.12 438 C LL Defl -0.28" in S1-S2 L/999 TL Defl -0.41" in S1-S2 L/809 Shear // Grain in C -J 0.29 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 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.72 B LOCK 5.Ox 6.0 0.7-3.1.0.70 C LOCK 5.Ox 8.0-0.8-3.4 0.85 D LOCK 4.Ox 6.0 Ctr 0.1 0.71 H LOCK 4.Ox 6.0-1.4 0.1 0.41 SMOCK 3.Ox 8.0-0.1 Ctr 0.68 # = 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: 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 2157 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 Membr CSI P Lbs Axl-CSI-Bnd Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:35 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2 T26 2 TR 280800 6 0 1- 2- 0 ENGLE/SPF2/M#4982 HO 4-3 • HO 4-3 0 o N O TC 14-4-0 -- - - - - - 1474-0 5x6 B 6' 3x6 3x6 S3 S2 2x4 2x4 F G 7-6-3 i 4x6 4x6 A C (� E S l S 4 D t� 3x4 3x8 3x8 3x4 I W:800 W:800 R:1237 R:1333 U: 236 U: 251 BC. - - - - -------28_8_0 --- - ------------ - - - -- ------ r--i -- ------ 28-8-0 - -- - -- - - - - ALL PLATES ARE LOCK20 Scale: 0.226" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.56 2x 4 SP-#2 BC 0.83 2x 4 SP-#2 WB 0.24 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 28- 8- 0 BC Cont. 0- 0- 0 28- 8- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1238 236 8- 0 1- 7 Hz = -171 C 1334 252 8- 0 1- 9 Hz = 172 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.56 2143 C 0.02 0.54 Robbins Engineering, Inc./Online Plus" F -S3 0.56 2000 C 0.02 0.54 S3-B 0.45 1893 C 0.06 0.39 B -S2 0.45 1893 C 0.06 0.39 S2-G 0.56 2000 C 0.02 0.54 G -C 0.56 2143 C 0.02 0.54 --------Bottom Chords --------- A -E 0.83 1923 T 0.17 0.66 E -S1 0.63 1258 T 0.21 0.42 S1-S4 0.83 1258 T 0.11 0.72 S4-D 0.63 1258 T 0.21 0.42 D -C 0.83 1923 T 0.17 0.66 ------------- Webs ------------- F -E 0.13 459 C E -B 0.24 770 T B -D 0.24 770 T D -G 0.13 459 C LL Defl -0.32" in S1-S4 L/999 TL Defl -0.44" in S1-S4 L/741 Shear // Grain in F -S3 0.30 DL Defl -0.12" at S4 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.Ox 6.0 Ctr 0.1 0.71 B LOCK 5.0x 6.0 Ctr-0.1 0.58 C LOCK 4.Ox 6.0 Ctr 0.1 0.71 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 2143 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering. Inc./Online Plus'" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/312006 9:32:36 AM Page 1 Job __F Mark Quan Type Span P1-H1 Left OH Right SPF'2 T27 1 TR 210400 6 "ngineering 1- 2- 0 0 ENGLE/SPF2/M#4982 HO 4-3 0 0 HO 4-0-3 ' o TC '' 14-4-0 _ ,- -- - --0-0 ----- 4x4 B 6 3x4 S2 2x4 3x4 F H 7-6-3 3x4 A i �J E S1 D 2x4 3x4 4x4 3x4 W:800 W:800 R:1008 R: 976 U: 184 U: 183 BC - ----21-4--0 -- - -- I 21-4-0 - ALL PLATES ARE LOCK20 Scale: 0.254" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.64 2x 4 SP-#2 BC 0.79 2x 4 SP42 WB 0.28 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 21- 4- 0 BC Cont. 0- 0- 0 21- 4- 0 WB 1 rows CLB on B -D Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC it React Uplft Size Req'd Robbins Engineering, Inc./Online Plus'" Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -F 0.51 1427 C 0.01 0.50 F -S2 0.51 1284 C 0.01 0.50 S2-B 0.56 1177 C 0.00 0.56 B -H 0.64 381 C 0.00 0.64 --------Bottom Chords --------- A -E 0.79 1283 T 0.12 0.67 E -S1 0.51 641 T 0.10 0.41 S1-D 0.72 641 T 0.06 0.66 D -I 0.60 172 T 0.00 0.60 ------------- Webs ------------- F -E 0.12 441 C E -B 0.23 746 T B -D 0.16 501 C 1 Br D -H 0.25 796 T I -H 0.28 1118 C WindLd LL Defl -0.24" in S1-D L/981 TL Defl -0.32" in S1-D L/738 Shear // Grain in A -F 0.30 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 Gar Gross Area Plate - RHS 20 Gar Gross Area it Type Plt Size X Y JSI S1 LOCK 4.Ox 4.0 Ctr 0.2 0.96 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Lbs Lbs In-Sx In-Sx NOTES: A 1009 184 8- 0 1- 3 Trusses Manufactured by: Hz = -196 East Coast Lumber I 976 183 8- 0 1- 2 Analysis Conforms To: Hz = 231 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 1427 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/312006 9:32:36 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2 112 1 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPF2/M#4982 HO 4-3 HO 4-3 0 0 0 0 N N p O TC_'ti 770-0 _ 30-8-0 ------- .- --. ._- - -- -- --12.-470 3x8 6x6 3x6 3x82x4 4x8 S42x4 3x6 6x6 B K S1 L S N Q C 6 >rZ�Z�4, x6 6 0 6-6-3 4x A 2-8-OA 2-8-OF J S2 p 6 3x6 3x8 2- 8$xi0 0 W:800 E R S3 P HSPL G R:1004 2x4 3x6 3x84x8 6x16 2x4 U: 203 mg; :E� W:800 W:860 R:2871 R: 718 U: 529 U: 123 BC 17-6-0 - - - - 1-6_0- - - -- 21-0-0 _ I - ------ 50-0-0 - - - - - -- - - - --- ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.57 2x 4 SP-#2 BC 0.82 2x 4 SP-#2 CW 0.68 2x 4 SP-#3 WB 0.50 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on S -P WB 1 rows CLB on P -Q 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 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 Robbins Engineering, Inc./Online Plus' K -S1 0.28 1031 C 0.00 0.28 S1-L 0.30 1031 C 0.00 0.30 L -S 0.36 1019 C 0.00 0.36 S -S4 0.57 1344 T 0.22 0.35 S4-N 0.52 1344 T 0.22 0.30 N -Q 0.52 1344 T 0.22 0.30 Q -C 0.19 389 T 0.00 0.19 C -0 0.49 425 T 0.00 0.49 0 -D 0.49 859 C 0.00 0.49 --------Bottom Chords --------- A -J 0.63 1275 T 0.13 0.50 J -S2 0.59 1428 T 0.13 0.46 S2-F 0.82 1428 T 0.13 0.69 E -R 0.48 69 C 0.00 0.48 R -S3 0.36 230 C 0.00 0.36 S3-P 0.39 230 C 0.00 0.39 P -H 0.59 777 C 0.00 0.59 H -G 0.46 780 T 0.07 0.39 G -D 0.52 780 T 0.06 0.46 ---------- Chord -Webs ---------- E -F 0.68 224 T 0.00 0.68 F -L 0.09 380 C 0.09 0.00 ------------- Webs ------------- J -B 0.08 282 T J -K 0.10 185 C K -F 0.31 534 C F -S 0.41 1291 T F -R 0.13 237 C R -S 0.08 260 T S -P 0.50 1704 C 1 Br P -N 0.20 356 C P -Q 0.33 1295 C 1 Br Q -H 0.31 967 T H -C 0.20 367 C H -0 0.40 598 C G -0 0.08 265 T LL Defl -0.20" in S2-F L/999 TL Defl -0.35" in S2-F L/971 Shear // Grain in S2-F 0.32 DL Defl -0.18" at S2 L/999 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Plates for each ply each face. A 1004 203 8- 0 1- 3 PLATING CONFORMS TO TPI. Hz = -123 REPORTS: SBCCI 9761 P 2871 529 8- 0 3- 4 ROBBINS ENGINEERING, INC. D 719 123 8- 0 1- 0 BASED ON SP LUMBER Hz = 132 USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Membr CSI P Lbs Axl-CSI-Bnd Plate - RHS 20 Ga, Gross Area ----------Top Chords---------- Jt Type Plt Size R Y JSI A -B 0.48 1428 C 0.04 0.44 A LOCK 4.Ox 6.0 Ctr 0.1 0.81 B -K 0.29 1275 C 0.01 0.28 B LOCK 6.Ox 6.0 0.9-3.6 0.75 Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering -Portrait 1/31/2006 9:32:21 AM Pagel C LOCK 6.Ox 6.0-0.9-3.6 0.75 D LOCK 4.Ox 6.0 Ctr 0.1 0.81 F LOCK 5.0xl0.0 Ctr 0.8 0.89 H LOCK 6.Oxl6.0-1.0 Ctr 0.88 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1704 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SPF2 Mark H3 Quan Type 1 SP Span P1-H1 500000 6 Left OH 1- 2- 0 Right OH 1- 2- 0 Etrgineering ENGLE/SPF2/M#4982 HO 4-3 0 HO 4-3 0 0 N O 0 N o TC '� 9-0-0 26-8-0 - - - - - - 14-4-0 - ~ 3x10 6x6 3x6 2x4 S1 3x6 3x8 3x6 6x6 B L M N S6 O C 6 2x4 3x8 5x4 K S2 3x6 7-6-3 3x6 P A 2-8-OA 2-8-OF 5x4 J F 3x6 W:800 2- 8- 0 4x8 6x12 .L_. R:2156 S3 U: 425 20G-RHS-5xlO E I S4 H G 2x4 6x12 4x8 4x8 S5 2x4 W:800 20G-RHS-5x10 R:2188 U: 430 BC 17-6-0 32-6-0 ---- 50-0-0 - - - - -- - - -- - -- - - EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- TC 0.78 2x 4 SP-#2 BC 1.00 2x 4 SP-#2 CW 0.38 2x 4 SP-#3 WEI 0.90 2x 4 SP-#3 EX F -I 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 SO- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on N -I WB 1 rows CLB on O -H Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Cases) Plus 1 UBC LL Load Case (a) Plus 1 BC LL Load Cases) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel Robbins Engineering, Inc./Online Plus- M -S1 0.52 5189 C 0.33 0.19 S1-N 0.74 5189 C 0.33 0.41 N -S6 0.45 3634 C 0.09 0.36 S6-0 0.49 3634 C 0.09 0.40 O -C 0.50 3026 C 0.12 0.38 C -S2 0.65 3361 C 0.20 0.45 S2-P 0.55 3467 C 0.08 0.47 P -D 0.78 3951 C 0.28 0.50 --------Bottom Chords --------- A -J 0.89 3546 T 0.32 0.57 J -S3 0.82 4430 T 0.74 0.08 S3-F 1.00 4430 T 0.41 0.59 E -1 0.81 37 C 0.00 0.81 I -S4 0.90 3566 T 0.59 0.31 S4-H 0.92 3566 T 0.59 0.33 H -S5 0.85 3534 T 0.59 0.26 S5-G 0.82 3534 T 0.33 0.49 G -D 0.81 3534 T 0.31 0.50 ---------- Chord -Webs ---------- E -F 0.38 237 T 0.01 0.37 F -M 0.12 352 C 0.12 0.00 ------------- Webs ------------- K -J 0.08 218 C J -B 0.42 1328 T J -L 0.90 1570 C L -F 0.36 1144 T F -N 0.40 1260 T F -I 0.79 4329 T N -I 0.36 1311 C 1 Br I -O 0.07 258 T O -H 0.30 837 C 1 Br H -C 0.34 1067 T H -P 0.52 576 C G -P 0.08 259 T LL Defl -0.52" in S4-H L/999 TL Defl -0.90" in E -I L/652 Shear // Grain in O -C 0.30 DL Defl -0.60" at E L/969 on BC Plates for each ply each face. PLATING CONFORMS TO TPI. Jt React Uplft Size Req'd REPORTS: SBCCI 9761 Lbs Lbs In-Sx In-Sx ROBBINS ENGINEERING, INC. A 2156 425 8- 0 2- 9 BASED ON SP LUMBER Hz = -150 USING GROSS AREA TEST. D 2189 430 8- 0 2- 9 Plate - LOCK 20 Ga, Gross Area Hz = 159 Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI Membr CSI P Lbs Axl-CSI-End A LOCK 3.Ox 6.0 1.4 0.7 0.90 ----------Top Chords---------- A LOCK 5.Ox 4.0 3.3 1.1 0.93 A -K 0.42 3989 C 0.11 0.31 B LOCK 6.Ox 6.0 0.9-3.6 0.75 K -B 0.39 3729 C 0.09 0.30 N LOCK 3.Ox 6.0-0.4 Ctr 0.72 B -L 0.29 3352 C 0.09 0.20 O LOCK 3.Ox 6.0 0.6 Ctr 0.62 L -M 0.41 5205 C 0.18 0.23 C LOCK 6.Ox 6.0-0.9-3.6 0.75 Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering • Portrait 1/31/2006 9:32:22 AM Pagel D LOCK 3.Ox 6.0-1.4 0.7 0.89 D LOCK S.Ox 4.0-3.3 1.1 0.91 S3 RHS S.Ox10.0 Ctr 0.8 0.80 F LOCK 6.Oxl2.0 Ctr 1.2 0.90 I LOCK 6.Oxl2.0-1.0 Ctr 0.96 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.96 S5 RHS 5.Ox10.0 Ctr 0.8 0.75 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 5205 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SPF2 Mark M Quan 1 Type Span P1-H1 SP 500000 6 Left OH 1- 2- 0 Right OH 1- 2- 0 Engineering ENGLE/SPF2/M#4982 HO 4-3 HO 4-3 0 0 0 0 N O N O TC'' 11-0-0 _.- 22-8-0 - - - - 1 -- 16-4-0 .._. _ ._.. 6x6 2x4 3x10 3x6 6x8 B L S1 M C 6 2x4 3x6 H N 8-6-3 4x6 3x10 2x4 3x6 S2 2-8-OA p Z­ 0 2-8-OF 4x6 J S3 F 3x6 W:800 2- �i7604x8 6x10 D R:2262 U: 425 E I S5 H S4 G 2x4 4x12 3x8 3x6 4x8 3x6 W:800 R:2293 U: 430 BC 17-6-0 -- - 32-6-0 _ • - - -- - - -- --- 50-0-0 - --- --- - - - -`- ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.66 2x 4 SP-#2 EX B -S1 2x 4 SP-SS EX Si-C 2x 4 SP-SS BC 0.94 2x 4 SP42 CW 0.61 2x 4 SP-#3 WB 0.49 2x 4 SP-#3 EX F -I 2x 4 SP-#2 PH --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on I -M Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Robbins Engineering, Inc./Online Plus' B -L 0.34 4530 C 0.08 0.26 L -S1 0.63 4512 C 0.28 0.35 S1-M 0.50 4512 C 0.08 0.42 M -C 0.62 3395 C 0.19 0.43 C -N 0.51 3373 C 0.07 0.44 N -S2 0.57 3989 C 0.21 0.36 S2-0 0.46 4073 C 0.22 0.24 O -D 0.46 4270 C 0.12 0.34 --------Bottom Chords --------- * -J 0.86 3776 T 0.63 0.23 J -S3 0.78 3329 T 0.55 0.23 S3-F 0.94 3329 T 0.29 0.65 E -I 0.68 61 C 0.00 0.68 I -S5 0.69 3018 T 0.50 0.19 SS-H 0.84 3018 T 0.50 0.34 H -S4 0.91 3426 T 0.57 0.34 S4-G 0.75 3426 T 0.57 0.18 G -D 0.86 3808 T 0.32 0.54 ---------- Chord -Webs ---------- E -F 0.61 232 T 0.01 0.60 F -L 0.24 482 C 0.24 0.00 ------------- Webs ------------- K -J 0.07 330 C J -B 0.15 485 T B -F 0.49 1537 T F -M 0.43 1359 T F -I 0.66 3594 T I -M 0.40 1398 C 1 Br I -C 0.24 543 T H -C 0.21 670 T H -N 0.49 573 C N -G 0.13 412 T G -0 0.08 315 C LL Defl -0.52" in S3-F L/999 TL Defl -0.90" in S3-F L/647 Shear // Grain in M -C 0.41 DL Defl -0.49" at E L/999 Checked for NonConcurrent 200 Lbs Moving Point Load applied Plates for each ply each face. at Panel Points and Mid -panel PLATING CONFORMS TO TPI. on BC REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. Jt React Uplft Size Req'd BASED ON SP LUMBER Lbs Lbs In-Sx In-Sx USING GROSS AREA TEST. A 2262 425 8- 0 2-11 Plate - LOCK 20 Ga, Gross Area Hz = -177 Plate - RHS 20 Ga, Gross Area D 2294 430 8- 0 2-11 Jt Type Plt Size X Y JSI Hz = 186 A LOCK 3.Ox 6.0 1.4 0.7 0.96 A LOCK 4.Ox 6.0 4.3 1.6 0.96 Membr CSI P Lbs Axl-CSI-Bnd B LOCK 6.Ox 6.0 0.9-3.6 0.80 ----------Top Chords---------- C LOCK 6.Ox 8.0-0.9-3.8 0.75 A -K 0.49 4234 C 0.12 0.37 D LOCK 3.Ox 6.0-1.4 0.7 0.97 K -B 0.66 4005 C 0.20 0.46 D LOCK 4.Ox 6.0-4.3 1.6 0.98 Robbins Engineering, Inc./Online Plus* O 1996-2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:22 AM Page 1 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.75 F LOCK 6.0x10.0 Ctr 1.2 0.95 I LOCK 4.Oxl2.0-1.0 Ctr 0.91 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.79 G LOCK 3.Ox 6.0 0.2 Ctr 0.58 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4530 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER S SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SPF2 Mark HS Quan Type Span 1 SP 500000 P1-H1 6 Left OH Right 1- 2- 0 1- 2- OH 0 Engineering ENGLE/SPF2/M#4982 HO 4-3 HO 4-3 0 0 0 0 N O N O TC'{ 13-0-0 18-8-0-- ---- .'-- _--_- -. 18-4-0 6x6 2x4 3x83x6 6x8 B M S1 N C 6 2x4 x6 3 L 0 3x10 9-6-3 4x6 S2 2x4 2-8-C 3x6 p 2-8-OF A • Sx6 K S5 F 3x6 W:800 3x6 3x8 23x�b O D R:2306 U: 425 E I S3 H S4 G I I 2x4 4x12 3x8 3x6 4x8 3x6 W:800 R:2326 U: 430 BC 17-6-0 ---- - - -- 32-6-0 -- - -- 50-0-0 -- - - ---- -- -- -- -- ---. . _ _T- ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Online Plus -- Version 18.0.614 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.93 2x 4 SP-#2 BC 0.98 2x 4 SP-#2 CW 0.66 2x 4 SP-#3 WB 0.47 2x 4 SP-#3 EX F -I 2x 4 SP-#2 PS --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on I -N WB 1 rows CLB on H -0 Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied Robbins Engineering, Inc./Online Plus" B -M 0.47 3945 C 0.10 0.37 M -S1 0.64 3930 C 0.21 0.43 S1-N 0.74 3930 C 0.10 0.64 N -C 0.78 3092 C 0.16 0.62 C -0 0.50 3250 C 0.06 0.44 O -S2 0.67 3979 C 0.26 0.41 S2-P 0.69 4074 C 0.26 0.43 P -D 0.50 4316 C 0.13 0.37 --------Bottom Chords --------- * -K 0.89 3830 T 0.64 0.25 K -S5 0.79 3264 T 0.54 0.25 S5-F 0.98 3264 T 0.54 0.44 E -I 0.57 67 C 0.00 0.57 I -S3 0.72 2904 T 0.25 0.47 S3-H 0.88 2904 T 0.48 0.40 H -S4 0.96 3393 T 0.56 0.40 S4-G 0.80 3393 T 0.56 0.24 G -D 0.93 3853 T 0.32 0.61 ---------- Chord -Webs ---------- E -F 0.66 227 T 0.00 0.66 F -M 0.23 346 C 0.23 0.00 ------------- Webs ------------- L -K 0.09 401 C K -B 0.21 679 T B -F 0.36 1148 T F -N 0.37 1167 T F -I 0.62 3369 T I -N 0.47 1370 C 1 Br I -C 0.24 309 T H -C 0.24 769 T H -0 0.21 690 C 1 Br O -G 0.15 481 T G -P 0.11 365 C LL Defl -0.49" in S5-F L/999 TL Defl -0.83" in S5-F L/699 Shear // Grain in S4-G 0.44 DL Defl -0.43" at E 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 BASED ON SP LUMBER A 2307 425 8- 0 2-12 USING GROSS AREA TEST. Hz = -204 Plate - LOCK 20 Ga, Gross Area D 2327 430 8- 0 2-12 Plate - RHS 20 Ga, Gross Area Hz = 213 Jt Type Plt Size X Y JSI A LOCK 3.Ox 6.0 1.4 0.7 0.97 Membr CSI P Lbs Axl-CSI-Bnd A LOCK 4.Ox 6.0 4.3 1.6 0.99 ----------Top Chords---------- B LOCK 6.Ox 6.0 0.9-3.6 0.83 A -L 0.51 4287 C 0.12 0.39 C LOCK 6.Ox 8.0-0.9-3.8 0.75 L -B 0.93 4128 C 0.30 0.63 D LOCK 3.Ox 6.0-1.4 0.7 0.98 Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/31/2008 9:32:23 AM Page 1 D LOCK 5.Ox 6.0-4.3 1.5 0.79 F LOCK 6.0x10.0 Ctr 1.2 0.93 I LOCK 4.Oxl2.0-0.5 Ctr 0.95 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.97 G LOCK 3.Ox 6.0 0.2 Ctr 0.58 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4316 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineeri»g SPF2 H6 1 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPF2/M#4982 HO 4-3 NO 4-3 0 0 O 0 N N O O Tc . 15-0-0 __ - - 14-8-0 -- -- - - 20-479 6x6 2x4 3x8 3x6 6x8 B M S6 N C 30-6-3 2-8-OA 2-8-OF BC u: ads c i sa n as a 2x4 4x12 4x8 3x6 4x8 3x6 W:800 R:2349 U: 430 17-6-0 Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.82 2x 4 SP-#2 EX S1-B 2x 4 SP-SS BC 0.54 2x 4 SP-SS EX A -S3 2x 4 SP-#2 EX E -S4 2x 4 SP-#2 CW 0.74 2x 4 SP-#3 WB 0.56 2x 4 SP-#3 EX F -I 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 SO- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on i -N WB 1 rows CLB on I -C WB 1 rows CLB on H -O Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) - - -- 50-0-0 - - - - ----,'- ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Robbins Engineering, Inc./Online Plus - A -L 0.02 4316 C 0.32 0.50 L -S1 0.81 4406 C 0.48 0.33 S1-B 0.81 4296 C 0.36 0.45 B -M 0.37 3507 C 0.08 0.29 M -S6 0.45 3494 C 0.14 0.31 S6-N 0.56 3494 C 0.08 0.48 N -C 0.53 2828 C 0.05 0.48 C -0 0.51 3106 C 0.06 0.45 O -S2 0.77 3973 C 0.28 0.49 S2-P 0.71 4078 C 0.29 0.42 P -D 0.59 4338 C 0.25 0.34 --------Bottom Chords --------- * -K 0.89 3859 T 0.64 0.25 K -S3 0.78 3184 T 0.53 0.25 S3-F 0.53 3184 T 0.27 0.26 E -I 0.48 75 C 0.00 0.48 I -S4 0.54 2768 T 0.46 0.08 S4-H 0.47 2768 T 0.23 0.24 H -S5 0.53 3339 T 0.28 0.25 S5-G 0.45 3339 T 0.28 0.17 G -D 0.54 3875 T 0.16 0.38 ---------- Chord -Webs ---------- E -F 0.74 223 T 0.00 0.74 F -M 0.19 219 C 0.19 0.00 ------------- Webs ------------- K -L 0.13 524 C K -B 0.44 960 T B -F 0.30 936 T F -N 0.35 1097 T F -I 0.58 3182 T I -N 0.56 1356 C 1 Br I -C 0.06 198 T 1 Br H -C 0.27 867 T H -0 0.30 805 C 1 Br O -G 0.18 573 T G -P 0.15 415 C LL Defl -0.53" in H -S5 L/999 TL Defl -0.84" in H -S5 L/696 Shear // Grain in N -C 0.32 DL Defl -0.39" at S3 L/999 Checked for NonConcurrent 200 Lbs Moving Point Load applied Plates for each ply each face. at Panel Points and Mid -panel PLATING CONFORMS TO TPI. on BC REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. Jt React Uplft Size Req'd BASED ON SP LUMBER Lbs Lbs In-Sx In-Sx USING GROSS AREA TEST. A 2344 425 8- 0 2-12 Plate - LOCK 20 Ga, Gross Area Hz = -231 Plate - RHS 20 Ga, Gross Area D 2350 430 8- 0 2-12 Jt Type Plt Size X Y JSI Hz = 240 A LOCK 3.Ox 6.0 1.4 0.7 0.98 A LOCK S.Ox 6.0 4.3 1.5 0.79 Membr CSI P Lbs Axl-CSI-Bnd B LOCK 6.Ox 6.0 0.9-3.6 0.90 ----------Top Chords---------- C LOCK 6.Ox 8.0-0.9-3.8 0.76 Robbins Engineering, Inc./Online Plus- O 1996-2005 Version 18.0.014 Engineering -Portrait 1/31/2006 9:32:24 AM Pagel D LOCK 3.Ox 6.0-1.4 0.7 0.98 D LOCK 5.Ox 6.0-4.3 1.5 0.80 F LOCK 6.Ox10.0 Ctr 1.2 1.00 I LOCK 4.Oxl2.0-0.5 Ctr 0.92 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.80 S5 LOCK 4.Ox 8.0 Ctr 0.2 0.80 G LOCK 3.Ox 6.0 0.2 Ctr 0.58 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 ON Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -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 4406 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER:' JLW Job SPF2 Mark H7 Quan 1 Type SP Span 500000 P1-H1 6 Left OH 1- 2- 0 Right 1- 2- OH 0 Engineering ENGLE/SPF2/M#4982 'HO 4-3 HO 4-3 O o c O N O TC '� 17-0-0 19-870 _, _ _ 227-4-0 N O 6x62x4 3x6 6x6 B O L C 6. 2x4 3x6 3x8 A M S1 2x4 3x8 11-6-3 J S2 3x6 2-8-OA 4x6 N 2-8-OF 3x6 A' sx4 I S3 F 3x6 W:800 4x82-3& 0 7x10 D R:2258 U: 425 E H S4 G S5 P � 2x4 5x16 4x8 3x6 4x8 2x4 W:800 R:2251 U: 430 BC 17-6-0 -- - - 32-6-0 - - - 50-0-0 - - -- -- - -, ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.97 2x 4 SP-#2 BC 0.96 2x 4 SP-#2 CW 0.50 2x 4 SP-#3 WB 0.92 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on L -H WB 1 rows CLB on H -M WB 1 rows CLB on E -0 Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel Robbins Engineering, :nc.lOnline P1us- A -B 0.97 3914 C 0.33 0.64 B -O 0.23 2942 C 0.05 0.19 O -L 0.33 2934 C 0.05 0.29 L -C 0.32 2428 C 0.04 0.28 C -M 0.66 2723 C 0.16 0.50 M -S2 0.68 3497 C 0.22 0.46 S2-N 0.60 3612 C 0.09 0.51 N -D 0.96 4080 C 0.34 0.62 --------Bottom Chords --------- A -I 0.96 3746 T 0.32 0.64 I -S3 0.62 2895 T 0.48 0.14 S3-F 0.77 2895 T 0.48 0.29 E -H 0.86 50 C 0.00 0.86 H -S4 0.83 3086 T 0.26 0.57 S4-G 0.83 3086 T 0.27 0.56 G -S5 0.88 3631 T 0.60 0.29 S5-P 0.90 3631 T 0.32 0.58 P -D 0.69 3649 T 0.31 0.38 ---------- Chord -Webs ---------- E -F 0.50 239 T 0.01 0.49 F -O 0.01 46 T 0.01 0.00 ------------- Webs ------------- J -I 0.13 275 C I -K 0.18 471 C I -B 0.49 934 T B -F 0.20 633 T F -L 0.12 374 T F -H 0.92 2881 T L -H 0.45 779 C 1 Br H -C 0.29 793 T H -M 0.41 945 C 1 Br M -G 0.16 519 T G -N 0.43 558 C N -P 0.09 288 T LL Defl -0.41" in S4-G L/999 TL Defl -0.78" in E -H L/749 Shear // Grain in C -M 0.31 DL Defl -0.37" at E L/999 on BC Plates for each ply each face. PLATING CONFORMS TO TPI. it React Uplft Size Req'd REPORTS: SBCCI 9161 Lbs Lbs In-Sx In-Sx ROBBINS ENGINEERING, INC. A 2258 425 8- 0 2-11 BASED ON SP LUMBER Hz = -258 USING GROSS AREA TEST. D 2252 430 8- 0 2-11 Plate - LOCK 20 Ga, Gross Area Hz = 267 Plate - RES 20 Ga, Gross Area it Type Plt Size X Y JSI Membr CSI P Lbs Axl-CSI-Bnd A LOCK 3.Ox 6.0 1.4 0.7 0.95 ----------Top Chords---------- A LOCK 4.Ox 6.0 4.3 1.6 0.95 A -J 0.45 4211 C 0.12 0.33 B LOCK 6.Ox 6.0 0.9-3.6 0.85 J -S1 0.44 3921 C 0.18 0.26 C LOCK 6.Ox 6.0-0.9-3.6 0.75 S1-K 0.54 3840 C 0.09 0.45 D LOCK 3.Ox 6.0-1.4 0.7 0.92 Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/312006 9:32:24 AM Page 1 D LOCK 5.0x 4.073.3 1.1 0.97 F LOCK 7.Ox10.0 Ctr 1.8 0.94 S4 LOCK 4.Ox 8.0 Ctr 0.2 0.89 S5 LOCK 4.Ox 8.0 Ctr 0.2 0.80 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 pof non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4211 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION!I! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Nark Quan Type Span P1-H1 Left OH Right OH big ineert.ng SPF2 H8 1 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPF2/M#4982 ,HO 4-3 HO 4-3 o 0 0 N N O O TC 'i 19-0-0 -- 6-8-0 - -- -- -- 24-4-0 --- ~ 7x6 6x6 2x4 8 C N I 2x4 6 3x6 O 3x8 Y S1 \ 3x6 12-6-3 2x4X P 3x10 32 2-8-OA 2-8-OF 5x6 2x4 3x6 Q A 5x6 W F 3x6 W:800 2- 8- 03x6 S3 6x10 D R:2321 20G-RHS-Sx10 U: 425 E V S4 H 35 G 2x4 5x10 3x8 4x8 20G-RHS-5xlO 3x6 W:800 R:2352 U: 430 BC, 17-6-0 - - -- - - - 32-6-0 - - - - --- --- ---- - EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.64 2x 4 SP-#2 BC 0.91 2x 4 SP-#2 EX S4-SS 2x 4 SP-SS EX S5-D 2x 4 SP-SS CW 0.59 2x 4 SP-#3 WB 0.95 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on Y -F WB 1 rows CLB on B -V WB 1 rows CLB on V -C WH 1 rows CLB on C -H WH 1 rows CLB on H -O WB 1 rows CLB on H -P WS 1 rows CLB on E -N Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Robbins Engineering, Inc./Online Plus- ---------- Top Chords ---------- * -X 0.49 4314 C 0.12 0.31 X -S1 0.51 4062 C 0.21 0.30 S1-Y 0.52 3973 C 0.10 0.42 Y -N 0.57 3301 C 0.17 0.40 N -B 0.44 3233 C 0.06 0.38 B -C 0.64 2329 C 0.08 0.56 C -0 0.41 3298 C 0.06 0.41 O -P 0.47 3307 C 0.07 0.40 P -S2 0.51 4110 C 0.11 0.40 s2-Q 0.64 4205 C 0.26 0.38 Q -D 0.52 4381 C 0.13 0.39 --------Bottom Chords --------- A -W 0.91 3846 T 0.32 0.59 W -S3 0.84 3444 T 0.57 0.21 s3-F 0.90 3444 T 0.57 0.33 E -V 0.43 60 C 0.00 0.43 V -S4 0.78 2362 T 0.20 0.58 S4-H 0.49 2362 T 0.20 0.29 H -S5 0.58 3434 T 0.29 0.29 S5-G 0.70 3434 T 0.14 0.56 G -D 0.45 3909 T 0.33 0.12 ---------- Chord -Webs ---------- E -F 0.59 217 T 0.00 0.59 F -N 0.03 111 C 0.03 0.00 ------------- Webs ------------- X -W 0.09 322 C W -Y 0.13 423 T Y -F 0.21 711 C 1 Br F -B 0.64 2018 T F -V 0.95 2966 T B -V 0.62 982 C 1 Br V -C 0.11 197 C 1 Br C -H 0.42 1324 T 1 Br H -O 0.13 391 C 1 Br H -P 0.21 699 C 1 Br P -G 0.17 544 T G -Q 0.00 342 C LL Defl -0.45" in H -S5 L/999 TL Defl -0.75" in H -S5 L/776 Shear // Grain in S5-G 0.45 DL Defl -0.44" at S5 L/999 Checked for NonConcurrent 200 Lbs Moving Point Load applied Plates for each ply each face. at Panel Points and Mid -panel PLATING CONFORMS TO TPI. on BC REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. Jt React Uplft Size Req'd BASED ON SP LUMBER Lbs Lbs In-Sx In-Sx USING GROSS AREA TEST. A 2321 425 8- 0 2-12 Plate - LOCK 20 Ga, Gross Area Hz - -285 Plate - RHS 20 Ga, Gross Area D 2353 430 8- 0 2-12 Jt Type Plt Size X Y JSI Hz = 294 A LOCK 3.Ox 6.0 1.4 0.7 0.98 A LOCK 5.Ox 6.0 4.3 1.5 0.79 Membr CSI P Lbs Axl-CSI-Bnd B LOCK 7.Ox 6.0 0.5-4.3 0.99 Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering -Portrait 1/31/2006 9:32:25 AM Pagel C LOCK 6.Ox 6.0-0.9-3.6 0.87 D LOCK 3.Ox 6.0-1.4 0.7 0.99 D LOCK S.Ox 6.0-4.3 1.5 0.81 W LOCK 3.Ox 6.0-0.3 Ctr 0.58 S3 RHS S.Ox10.0 Ctr 0.8 0.75 F LOCK 6.Ox10.0 0.1 1.1 0.95 V LOCK 5.Ox10.0-0.5 Ctr 1.00 SS RHS 5.Ox10.0 Ctr 0.8 0.97 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 ON Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -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 4381 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTIONII! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SPF2 H9 1 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPF2/M#4982 JHO 4-3 i HO 4-3 0 0 o O N N O O TC.. 19-0-0 -- 6-8-0 - �_ _. . -- -- - 24-4-0 - - -- - ~ j 7x6 6x6 2x4 B C 12-6-3 2-8-OA 2-a-OF BC U: 425 --- ---- E V sa n so t. I i 2x4 5x10 3x8 4x8 20G-RHS-5x1O 3x6 W:800 R:2352 U: 430 17-6-0 ---- - ---32-6-0 Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.64 2x 4 SP-#2 BC 0.91 2x 4 SP-#2 EX S4-S5 2x 4 SP-SS EX SS-D 2x 4 SP-SS CW 0.59 2x 4 SP-#3 WB 0.95 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on Y -F WB 1 rows CLB on B -V WB 1 rows CLB on V -C WB 1 rows CLB on C -H WB 1 rows CLB on H -O WB 1 rows CLB on H -P WB 1 rows CLB on E -N Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) -- 50-0-0 - - - - - --- -...- - - ---- -- - EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.131" = 1 Robbins Engineering, Inc./Online Plus- ---------- Top Chords ---------- A -X 0.49 4314 C 0.12 0.37 X -S1 0.51 4062 C 0.21 0.30 S1-Y 0.52 3973 C 0.10 0.42 Y -N 0.57 3301 C 0.17 0.40 N -B 0.44 3233 C 0.06 0.39 B -C 0.64 2329 C 0.08 0.56 C -0 0.47 3298 C 0.06 0.41 O -P 0.47 3307 C 0.07 0.40 P -S2 0.51 4110 C 0.11 0.40 S2-Q 0.64 4205 C 0.26 0.38 Q -D 0.52 4381 C 0.13 0.39 --------Bottom Chords --------- * -W 0.91 3846 T 0.32 0.59 W -S3 0.84 3444 T 0.57 0.27 S3-F 0.90 3444 T 0.57 0.33 E -V 0.43 60 C 0.00 0.43 V -S4 0.78 2362 T 0.20 0.58 S4-H 0.49 2362 T 0.20 0.29 H -S5 0.58 3434 T 0.29 0.-29 S5-G 0.70 3434 T 0.14 0.56 G -D 0.45 3909 T 0.33 0.12 ---------- Chord -Webs ---------- E -F 0.59 217 T 0.00 0.59 F -H 0.03 ill C 0.03 0.00 ------------- Webs ------------- X -W 0.09 322 C W -Y 0.13 423 T Y -F 0.21 711 C 1 Br F -B 0.64 2018 T F -V 0.95 2966 T B -V 0.62 982 C 1 Br V -C 0.11 197 C 1 Br C -H 0.42 1324 T 1 Br H -0 0.13 391 C 1 Br H -P 0.21 699 C 1 Br P -G 0.17 544 T G -Q 0.08 342 C LL Defl -0.45" in H -S5 L/999 TL Defl -0.75" in H -S5 L/716 Shear // Grain in SS-G 0.45 DL Defl -0.44" at SS L/999 Checked for NonConcurrent 200 Lbs Moving Point Load applied Plates for each ply each face. at Panel Points and Mid -panel PLATING CONFORMS TO TPI. on BC REPORTS: SBCCI 9161 ROBBINS ENGINEERING, INC. Jt React Uplft Size Req'd BASED ON SP LUMBER Lba Lbs In-Sx in-Sx USING GROSS AREA TEST. A 2321 425 8- 0 2-12 Plate - LOCK 20 Ga, Gross Area Hz = -285 Plate - RHS 20 Ga, Gross Area D 2353 430 8- 0 2-12 it Type Pit Size X Y JSI Hz = 294 A LOCK 3.Ox 6.0 1.4 0.7 0.98 A LOCK 5.Ox 6.0 4.3 1.5 0.79 Membr CSI P Lbs Axl-CSI-Bnd B LOCK 7.Ox 6.0 0.5-4.3 0.99 Robbins Engineering. Inc./Online Plus'- 0 1996-2005 Version 18.0.014 Engineering - Portrait V31/2006 9:32:26 AM Page 1 C LOCK 6.Ox 6.0-0.9-3.6 0.87 D LOCK 3.Ox 6.0-1.4 0.7 0.99 D LOCK S.Ox 6.0-4.3 1.5 0.81 W LOCK 3.Ox 6.0-0.3 Ctr 0.58 S3 RHS 5.Ox10.0 Ctr 0.8 0.75 F LOCK 6.Ox10.0 0.1 1.1 0.95 V LOCK 5.Ox10.0-0.5 Ctr 1.00 S5 RHS 5.Ox10.0 Ctr 0.8 0.97 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit paf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent trues rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 paf BC Dead Load 3.0 psf Max comp. force 4381 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION11! READ "SCSI-B1 SU101ARY SHEET" BEFORE HANDLING , INSTALLING b BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SPF2 rx T10 Quan 1 Type Span P1-H1 SP 500000 6 Left OH 1- 2- 0 Right 1- 2- OH 0 Eagitreeritrg ENGLE/SPF2/M#4982 ,40 4-3 . HO 4-3 c o 0 N O N N O TC '' 19-0-0 _ 6-8-0-- - - - - - 24-4-0 6x6 6x6 B C 3x6 2 x4 L M 3x10 S1 6 3x6 2x4 N 12-6-3 K 3x10 2-8-OA 2-e-OF 5x6 S2 2x4 3x6 O A 4x6 J I F 3x6 W:800 5xB 5x16 2- 8- Qx12 D R:2330 SPL SPL U: 425 _ E S3 G I 2x4 3x8 4x14 W:800 R:2264 U: 430 BC, 30-10-0 --- ------ --- --_. 19-2-0---..- ----- --- - 50-0-0 .- -- - ---- -- ---- ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.72 2x 4 SP-#2 BC 0.97 2x 4 SP-#2 EX J -I 2x 4 SP-SS EX I -F 2x 4 SP-SS CW 0.70 2x 4 SP-#3 WS 0.70 2x 4 SP-#3 EX F -G 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on L -I WB 1 rows CLB on I -C Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 2331 425 8- 0 2-12 Hz = -285 D 2264 430 8- 0 2-11 Hz = 294 Robbins Engineering, Inc./Online Plus - A -K 0.51 4313 C 0.13 0.38 K -S1 0.45 4060 C 0.26 0.19 S1-L 0.69 3962 C 0.26 0.43 L -B 0.45 3106 C 0.06 0.39 B -C 0.72 2915 C 0.12 0.60 C -M 0.55 4345 C 0.12 0.43 M -N 0.65 4345 C 0.27 0.38 N -S2 0.57 3813 C 0.22 0.35 S2-0 0.60 3913 C 0.23 0.37 0 -D 0.53 4154 C 0.22 0.31 --------Bottom Chords --------- A -J 0.97 3850 T 0.31 0.66 J -I 0.66 3374 T 0.29 0.37 I -F 0.62 2973 T 0.25 0.37 E -S3 0.83 70 C 0.00 0.83 S3-G 0.50 70 C 0.00 0.50 G -D 0.96 3711 T 0.31 0.65 ---------- Chord -Webs ---------- E -F 0.70 239 T 0.01 0.69 F -M 0.26 357 C 0.26 0.00 ------------- Webs ------------- K -J 0.14 387 C J -L 0.15 498 T L -I 0.31 776 C 1 Br B -I 0.29 934 T I -C 0.10 225 C 1 Br C -F 0.70 1862 T F -N 0.08 142 T F -G 0.74 4031 T N -G 0.64 789 C G -O 0.12 389 C LL Defl -0.44" in I -F L/999 TL Defl -0.83" in I -F L/700 Shear // Grain in I -F 0.33 DL Defl -0.49" at S3 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 3.Ox 6.0 1.4 0.7 0.97 A LOCK 5.Ox 6.0 4.3 1.5 0.79 B LOCK 6.Ox 6.0 0.9-3.6 0.75 C LOCK 6.Ox 6.0-0.4-3.8 0.93 D LOCK 3.Ox 6.0-1.4 0.7 0.94 I LOCK 5.Oxl6.0 Ctr-0.5 0.88 F LOCK 6.Oxl2.0 Ctr 1.2 0.87 G LOCK 4.Oxl4.0-1.0 Ctr 0.96 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and.FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4345 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Membr CSI P Lbs Axl-CSI-Bnd D LOCK 4.Ox 6.0-4.3 1.6 0.93 ----------Top Chords---------- J LOCK S.Ox 8:0 Ctr-0.5 0.88 Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:26 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2 H18 1 sP s00000 6 1- 2- 0 1- 2- 0 ENGLE/SPF2/M#4982 .HO 4-3 HO 4-3 0 0 0 0 N N O O TC '' 19-0-0 - -. 6-8-0 - - 2474-0 6x6 6x6 8 C 3x6 2x4N L 3x10 S1 6 3x6 2x4 N 3x8 12-6-3 K S2 2-8-OA 2-8-OF 5x6 2x4 3x6 O Ar 1. 4x6 J I F 3x6 W:800 5x8 5x16 2- 8- 0 6x12 D R:2330 SPL SPL U: 425 i E S3 G i 2x4 3x8 4x14 W:800 R:2264 U: 430 BC _ 30-10-0 -- -- --- -- --ly_2_0 --- - 1 - -------- 50-0-0 - - - - - - - - - - - -- - -- - - ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- TC 0.72 2x 4 SP-#2 BC 0.97 2x 4 SP-#2 EX J -I 2x 4 SP-SS EX I -F 2x 4 SP-SS CW 0.70 2x 4 SP-#3 WB 0.70 2x 4 SP-#3 EX F -G 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WS 1 rows CLB on L -I WB 1 rows CLS on I -C Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 2331 425 8- 0 2-12 Hz = -284 D 2264 430 8- 0 2-11 Hz = 294 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- RobbinsEngineering, Inc./Online Plus - A -K 0.51 4312 C 0.13 0.38 K -S1 0.45 4059 C 0.26 0.19 S1-L 0.69 3961 C 0.26 0.43 L -B 0.45 3106 C 0.06 0.39 B -C 0.72 2915 C 0.12 0.60 C -M 0.55 4345 C 0.12 0.43 M -N 0.65 4344 C 0.27 0.38 N -S2 0.51 3795 C 0.09 0.42 S2-0 0.60 3885 C 0.23 0.37 0 -D 0.53 4153 C 0.22 0.31 --------Bottom Chords --------- * -J 0.97 3849 T 0.31 0.66 J -i 0.66 3372 T 0.29 0.37 I -F 0.62 2971 T 0.25 0.37 E -S3 0.83 70 C 0.00 0.83 S3-G 0.50 70 C 0.00 0.50 G -D 0.96 3710 T 0.31 0.65 ---------- Chord -Webs ---------- E -F 0.70 239 T 0.01 0.69 F -M 0.26 357 C 0.26 0.00 ------------- Webs ------------- K -J 0.14 387 C J -L 0.15 498 T L -I 0.31 776 C 1 Br B -I 0.29 934 T I -C 0.10 225 C 1 Br C -F 0.70 1862 T F -N 0.08 143 T F -G 0.74 4029 T N -G 0.64 788 C G -0 0.12 389 C LL Defl -0.44" in I -F L/999 TL Defl -0.83" in I -F L/700 Shear // Grain in I -F 0.33 DL Defl -0.49" at S3 L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 3.Ox 6.0 1.4 0.7 0.97 A LOCK 5.Ox 6.0 4.3 1.5 0.79 B LOCK 6.Ox 6.0 0.9-3.6 0.75 C LOCK 6.Ox 6.0-0.4-3.8 0.93 D LOCK 3.Ox 6.0-1.4 0.7 0.94 D LOCK 4.Ox 6.0-4.3 1.6 0.93 J LOCK 5.Ox 8.0 Ctr-0.5 0.88 I LOCK 5.Oxl6.0 Ctr-0.5 0.88 F LOCK 6.Oxl2.0 Ctr 1.2 0.87 G LOCK 4.Oxl4.0-1.0 Ctr 0.96 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 ON Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -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 4345 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!( READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus- C 1996-2005 Version 18.0.014 Engineering - Portrait 1/312006 9:32:31 AM Page 1 Job SPF2 Mark HI Quan 1 Type Span P1-H1 SP 500000 6 Left OH Right 1- 2- 0 1- 2- OH 0 Engineering ENGLE/SPF2/M#4982 „HO 4-3 0 HO 4-3 0 0 N N O TC. 19-0-0 - _. _-6-8-0 -L.-- --- - - - --- - 24-4-�-- -- - - -- N O -- - - --� 6x6 6x6 H C 3x6 2x4 L M 3x10 S1 6 3x6 2x4 N 3x8 12-6-3 K S2 2-8-OA 2-8-OF 5x6 2x4 3x6 O A 4x6 _ J I F 3x6 W:800 5x8 5x16 2- 8- 0 6x12 D _- R:2330 SPL SPL U: 425 L E S3 G 9 2x4 3x8 4x14 W:800 R:2264 U: 430 BC 30-10-0 19-2-0 ALL PLATES ARE LOCK20 Scale: 0.131 = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.72 2x 4 SP-1112 BC 0.97 2x 4 SP-#2 EX J -I 2x 4 SP-SS EX I -F 2x 4 SP-SS CW 0.70 2x 4 SP-#3 WB 0.70 2x 4 SP-#3 EX F -G 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on L -I WB 1 rows CLB on I -C Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Robbins Engineering, Inc./Online P1us- A -K 0.51 4312 C 0.13 0.38 K -S1 0.45 4059 C 0.26 0.19 Sl-L 0.69 3961 C 0.26 0.43 L -B 0.45 3106 C 0.06 0.39 B -C 0.72 2915 C 0.12 0.60 C -M 0.55 4345 C 0.12 0.43 M -N 0.65 4344 C 0.27 0.38 N -S2 0.51 3785 C 0.09 0.42 S2-0 0.60 3885 C 0.23 0.37 O -D 0.53 4153 C 0.22 0.31 --------Bottom Chords --------- A -J 0.97 3849 T 0.31 0.66 J -I 0.66 3372 T 0.29 0.37 I -F 0.62 2971 T 0.25 0.37 E -S3 0.83 70 C 0.00 0.83 S3-G 0.50 70 C 0.00 0.50 G -D 0.96 3710 T 0.31 0.65 ---------- Chord -Webs ---------- E -F 0.70 239 T 0.01 0.69 8 -M 0.26 357 C 0.26 0.00 ------------- Webs ------------- K -J 0.14 387 C J -L 0.15 498 T L -I 0.31 776 C 1 Br B -I 0.29 934 T I -C 0.10 225 C 1 Br C -F 0.70 1862 T F -N 0.08 143 T F -G 0.74 4029 T N -G 0.64 788 C G -0 0.12 389 C LL Defl -0.44" in I -F L/999 TL Defl -0.83" in I -F L/700 Shear // Grain in I -F 0.33 DL Defl -0.49" at S3 L/999 Plus 1 BC LL Load Case(s) Plates for each ply each face. PLATING CONFORMS TO TPI. Checked for NonConcurrent 200 REPORTS: SBCCI 9761 Lbs Moving Point Load applied ROBBINS ENGINEERING, INC. at Panel Points and Mid -panel BASED ON SP LUMBER on BC USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Jt React Uplft Size Req'd Plate - RHS 20 Ga, Gross Area Lbs Lbs In-Sx In-Sx. Jt Type Plt Size X Y JSI A 2331 425 8- 0 2-12 A LOCK 3.Ox 6.0 1.4 0.7 0.97 Hz = -284 A LOCK 5.Ox 6.0 4.3 1.5 0.79 D 2264 430 8- 0 2-11 B LOCK 6.Ox 6.0 0.9-3.6 0.75 Hz = 294 C LOCK 6.Ox 6.0-0.4-3.8 0.93 D LOCK 3.Ox 6.0-1.4 0.7 0.94 Membr CSI P Lbs Axl-CSI-Bnd D LOCK 4.Ox 6.0-4.3 1.6 0.93 ----------Top Chords---------- J LOCK 5.Ox 8.0 Ctr-0.5 0.88 Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:30 AM Page 1 I LOCK 5.Oxl6.0 Ctr-0.5 0.88 F LOCK 6.Oxl2.0 Ctr 1.2 0.87 G LOCK 4.Oxl4.0-1.0 Ctr 0.96 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4345 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SPF2 Mark H16 Quan Type Span 1 SP 500000 P1-H1 Left 6 1- 2- OH Right 0 1- 2- OH 0 Engineering ENGLE/SPF2/M#4982 4HO 4-3 '♦ HO 4-3 0 0 N 0 0 N O TC 17-0-0 10-8-0 22-4-0 O r' 6x6 3x6 6x6 B M C 3x6 3x6 N 6 L 3x10 3x6 2x4 S1 0 11-6-3 K 3x10 S2 2-8-OA 4x6 2x4 2-8-OF 3x6 P A r 5x4 J S3 I S5 H F 3x6 W:800 3x6 4x8 4x820G-RHS-5xto 8- 0 4x8 5x10 D -__- R:2296 U: 425 E S4 G 2x4 3x8 4x14 W:800 R:2218 U: 430 BC 30-10-0- ------------ -- - ---- -- 19-2-0 -- - - -- --• -- - -- - 50-0-0--- EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- TC 0.70 2x 4 SP42 BC 0.96 2x 4 SP42 EX S3-S5 2x 4 SP-SS EX S5-F 2x 4 SP-SS CW 0.58 2x 4 SP-#3 WB 0.93 2x 4 SP-#3 EX F -G 2x 4 SP42 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on I -M WB 1 rows CLB on M -H Attach CLS with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.011 Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied Robbins Engineering, Inc./Online Plus' Sl-L 0.56 3948 C 0.22 0.34 L -B 0.38 3325 C 0.07 0.31 B -M 0.39 2974 C 0.05 0.34 M -C 0.40 3215 C 0.06 0.34 C -N 0.38 3584 C 0.08 0.30 N -0 0.70 4156 C 0.27 0.43 0 -S2 0.57 3717 C 0.21 0.36 S2-P 0.57 3816 C 0.21 0.36 P -D 0.52 4054 C 0.21 0.31 --------Bottom Chords --------- * -J 0.89 3799 T 0.32 0.57 J -S3 0.63 3407 T 0.57 0.06 S3-I 0.57 3407 T 0.29 0.28 I -S5 0.55 3222 T 0.27 0.28 S5-H 0.56 3222 T 0.27 0.29 H -F 0.61 3707 T 0.32 0.29 E -S4 0.83 58 T 0.00 0.83 S4-G 0.50 58 T 0.00 0.50 G -D 0.96 3623 T 0.31 0.65 ---------- Chord -Webs ---------- E -F 0.58 239 T 0.01 0.57 F -N 0.30 954 T 0.30 0.00 ------------- Webs ------------- K -J 0.09 332 C J -L 0.13 410 T L -i 0.58 620 C I -B 0.36 1125 T I -M 0.19 478 C 1 Br M -H 0.05 174 T 1 Br H -C 0.41 1302 T H -N 0.93 1096 C F -0 0.08 143 T F -G 0.71 3792 T O -G 0.58 714 C G -P 0.12 389 C LL Defl -0.58" in S5-H L/999 TL Defl-0.9411 in S5-H L/622 Shear // Grain in B -M 0.27 DL Defl -0.53" at S5 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 BASED ON SP LUMBER A 2296 425 8- 0 2-11 USING GROSS AREA TEST. Hz = -258 Plate - LOCK 20 Ga, Gross Area D 2218 430 8- 0 2-10 Plate - RHS 20 Ga, Gross Area Hz = 267 Jt Type Plt Size X Y JSI A LOCK 3.Ox 6.0 1.4 0.7 0.96 Membr CSI P Lbs Axl-CSI-Bnd A LOCK 4.Ox 6.0 4.3 1.6 0.98 ----------Top Chords---------- B LOCK 6.Ox 6.0 0.9-3.6 0.75 A -K 0.46 4257 C 0.12 0.34 C LOCK 6.Ox 6.0-0.9-3.6 0.75 K -S1 0.53 4036 C 0.22 0.31 D LOCK 3.Ox 6.0-1.4 0.7 0.92 Robbins Engineering, Inc./Online Plus1" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:30 AM Page 1 D LOCK 5.Ox 4.0-3.3 1.1 0.96 J LOCK 3.Ox 6.0-0.3 Ctr 0.58 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.78 S5 RHS 5.0x10.0 Ctr 0.8 0.81 F LOCK 5.0x10.0 Ctr 0.8 0.98 G LOCK 4.Oxl4.0-0.5 Ctr 1.00 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4257 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SPF2 Mark H1 S Quan 1 Type Span P1-H1 SP 500000 6 Left OH Right 1- 2- 0 1- 2- OH 0 Engineeriirg ENGLE/SPF2/M#4982 HO 4-3 HO 4-3 0 0 0 N O 0 N O TC "� 15-0-0 141-8-0 2071-0- 3x10 S5 6x6 2x4 6x6 B M C 2x4 ' 3x8 N 6 - S1 2x4 3x6 L 0 3x10 10-6-3 S2 4x6 2x4 2-8-OA 3x6 P 2-8-OF A � 4x6 K S3 I 2- 8-7L2 3x6 W:800 3x64x8 5x10 D R:2314 SPL U: 425 !. E S4 G 2x4 3x8 4x14 W:800 R:2259 U: 430 BC 30-10-0 ---- - - - i - --- - 19- 2-4- - - - - -- 50-0-0 - - - - - -- -' ALL PLATES ARE LOCK20 Scale: 0.131" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.80 2x 4 SP-#2 EX S1-8 2x 4 SP-SS BC 0.63 2x 4 SP-SS EX E -S4 2x 4 SP-#2 EX S4-D 2x 4 SP-#2 CW 0.65 2x 4 SP-#3 WB 0.63 2x 4 SP-#3 EX F -G 2x 4 SP-#2 PB --- 2x 4 SP-113 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on I -C Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Robbins Engineering, Inc./Online Plus - A -L 0.75 4236 C 0.30 0.45 L -S1 0.65 4018 C 0.10 0.55 SI-B 0.73 3906 C 0.30 0.43 B -M 0.68 3686 C 0.09 0.59 M -S5 0.68 3784 C 0.09 0.59 S5-C 0.80 3784 C 0.24 0.56 C -N 0.29 4329 C 0.12 0.17 N -0 0.72 4320 C 0.29 0.43 0 -S2 0.59 3809 C 0.22 0.37 S2-P 0.58 3909 C 0.22 0.36 P -D 0.53 4143 C 0.22 0.31 --------Bottom Chords --------- * -K 0.56 3788 T 0.16 0.40 K -S3 0.46 3142 T 0.27 0.19 S3-I 0.59 3142 T 0.27 0.32 I -F 0.63 3608 T 0.31 0.32 E -S4 0.83 65 C 0.00 0.83 S4-G 0.50 65 C 0.00 0.50 G -D 0.96 3701 T 0.31 0.65 ---------- Chord -Webs ---------- E -F 0.65 239 T 0.01 0.64 F -N 0.18 241 C 0.18 0.00 ------------- Webs ------------- L -K 0.17 479 C K -B 0.22 694 T B -I 0.27 858 T I -M 0.47 542 C I -C 0.07 229 T 1 Br C -F 0.48 1526 T F -0 0.08 146 T F -G 0.73 3997 T 0 -G 0.63 779 C G -P 0.12 387 C LL Defl -0.54" in S3-I L/999 TL Defl -0.85" in S3-I L/683 Shear // Grain in M -S5 0.35 DL Defl -0.48" at S4 L/999 Checked for NonConcurrent 200 Plates for each ply each face. Lbs Moving Point Load applied PLATING CONFORMS TO TPI. at Panel Points and Mid -panel REPORTS: SBCCI 9761 on BC ROBBINS ENGINEERING, INC. BASED ON SP LUMBER Jt React Uplft Size Req'd USING GROSS AREA TEST. Lbs Lbs In-Sx In-Sx Plate - LOCK 20 Ga, Gross Area A 2314 425 8- 0 2-12 Plate - RHS 20 Ga, Gross Area Hz = -231 Jt Type Plt Size X Y JSI D 2259 430 8- 0 2-11 A LOCK 3.Ox 6.0 1.4 0.7 0.96 Hz = 241 A LOCK 4.Ox 6.0 4.3 1.6 0.97 B LOCK 6.Ox 6.0 0.9-3.6 0.78 Membr CSI P Lbs Axl-CSI-Bnd C LOCK 6.Ox 6.0-0.4-3.8 0.94 ----------Top Chords---------- D LOCK 3.Ox 6.0-1.4 0.7 0.94 Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:29 AM Page 1 D LOCK 4.Ox 6.0-4.3 1.6 0.92 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.82 I LOCK 5.0x10.0 1.0-0.5 0.88 F LOCK 7.Oxl2.0 Ctr 1.8 0.83 G LOCK 4.Oxl4.0-1.0 Ctr 0.95 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4329 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION[!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2 H14 1 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPF2/M#4982 HO 4-3 HO 4-3 0 0 0 0 N N O 0 Tc! r 13-0-0 - - 16=8-0 - 6x6 3x6 3x8 3x6 2x4 6x6 B L S1 M N C 6' 3x6 3x6 K 0 3x8 9-6-3 5x4 S2 2x4 2-8-OA 3x6 p 2-8-OF A 5x4 J I H F 3x6 W:800 2x4 4x8 3x6 2- 8- 0 1Ox10 D R:2253 S3 S5 U: 425 1 E S4 G 20G-RHS-3x10 20G-AHS-5x10 I , 2x4 3xB 4x14 W:800 R:2219 U: 430 BC 30-10-0 - - - -- - - - ,- - - - --'19-2-0 -- - j - - --- - 50-0-0 --- - - -- -- - - - - --- - --- EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.132" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.71 2x 4 SP-#2 BC 0.96 2x 4 SP-#2 EX SS-F 2x 4 SP-SS CW 0.53 2x 4 SP-#3 WB 0.52 2x 4 SP-#3 EX F -G 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 WB 1 rows CLB on I -L 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=1.15 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 Robbins Engineering, Inc./Online Plus- L -S1 0.48 4187 C 0.12 0.36 S1-M 0.50 4187 C 0.12 0.38 M -N 0.65 3937 C 0.21 0.44 N -C 0.57 3925 C 0.10 0.47 C -0 0.71 4214 C 0.27 0.44 O -S2 0.51 3788 C 0.19 0.32 S2-P 0.38 3982 C 0.10 0.28 P -D 0.45 4076 C 0.11 0.34 --------Bottom Chords --------- * -J 0.75 3678 T 0.31 0.44 J -S3 0.77 3678 T 0.33 0.44 S3-I 0.82 3678 T 0.61 0.21 I -S5 0.96 4012 T 0.35 0.61 S5-H 0.59 4012 T 0.34 0.25 H -F 0.61 4237 T 0.36 0.25 F. -S4 0.88 53 C 0.00 0.88 S4-G 0.59 53 C 0.00 0.59 G -D 0.90 3640 T 0.32 0.58 ---------- Chord -Webs ---------- E -F 0.53 241 T 0.01 0.52 F -N 0.03 116 T 0.03 0.00 ------------- Webs ------------- J -K 0.07 244 T K -I 0.36 481 C I -B 0.38 1198 T I -L 0.36 1126 C 1 Br L -H 0.14 442 T H -M 0.12 161 C M -F 0.14 440 C 1 Br F -C 0.45 1415 T F -O 0.10 146 T F -G 0.79 3886 T O -G 0.52 716 C G -P 0.10 357 C LL Defl -0.43" in I -S5 L/999 TL Defl -0.86" in E -S4 L/678 Shear // Grain in S4-G 0.48 DL Defl -0.56" at S4 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 BASED ON SP LUMBER A 2253 425 8- 0 2-11 USING GROSS AREA TEST. Hz = -204 Plate - LOCK 20 Ga, Gross Area D 2220 430 8- 0 2-10 Plate - RHS 20 Ga, Gross Area Hz = 213 Jt Type Plt Size X Y JSI A LOCK 3.Ox 6.0 1.4 0.7 0.93 Membr CSI P Lbs Axl-CSI-Bnd A LOCK 5.Ox 4.0 3.3 1.1 0.99 ----------Top Chords---------- B LOCK 6.Ox 6.0 0.9-3.6 0.75 A -K 0.61 4117 C 0.24 0.37 L LOCK 3.Ox 6.0-0.4 Ctr 0.59 K -B 0.51 3635 C 0.18 0.33 M LOCK 3.Ox 6.0 0.4 Ctr 0.59 B -L 0.52 3253 C 0.13 0.39 C LOCK 6.Ox 6.0=0.9-3.6 0.85 Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/312006 9:32:29 AM Page 1 D LOCK 3.Ox 6.0-1.4 0.1 0.92 D LOCK 5.Ox 4.0-3.3 1.1 0.97 S5 RHS 5.0x10.0 Ctr 0.8 0.75 F LOCK 10.0x10.0 Ctr 3.2 1.00 G LOCK 4.Oxl4.0-1.0 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 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 4214 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING b BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job S Job Mark H13 Quan Type Span Pi -Hi 1 SP 500000 6 Left OH 1- 2- 0 Right OH 1- 2- 0 Engineering ENGLE/SPF2/M#4982 HO 4-3 HO 4-3 O o 0 N 0 N O TC'' 11-0-0 22-8-0 1 O 6x8 3x6 3x10 3x6 2x4 8x12 B M S1 N O C 6 2x4 3x6 L P 8-6-3 4x6 3x10 32 2x4 3x6 / 2-8-OA A Q 2-8-0F i 4x6 SPL J I SPL F 3x6 W:800 5x10 5x10 2- 83 &16 D R:2258 - U: 425 1 E H S3 G I 2x4 axe 3x8 3x6 W:800 R:2268 U: 430 BC 30-10-0 - - - -- - - 19-2-0 - - - - - - 50-0-0 - - -- -- - -- - -- -._. ALL PLATES ARE LCCR20 Scale: 0.132" = 1' Robbins Engineering, Inc./Online Plus' A -L 0.46 4197 C 0.12 0.34 D LOCK 4.Ox 6.0-4.3 1.6 0.95 L -B 0.57 3844 C 0.17 0.40 J LOCK 5.0x10.0 1.0-0.5 0.88 Online Plus -- Version 18.0.014 B -M 0.53 3267 C 0.07. 0.46 1 LOCK 5.0x10.0 Ctr-0.5 0.88 RUN DATE: 31-JAN-06 M -S1 0.53 4864 C 0.16 0.37 F LOCK 10.0x16.0 0.7 2.8 0.98 S1-N 0.36 4864 C 0.10 0.26 H LOCK 8.Ox 8.0-1.0 0.5 0.99 CSI -Size- ----Lumber---- N -O 0.64 4692 C 0.29 0.35 G LOCK 3.Ox 6.0 0.2 Ctr 0.57 TC 0.57 2x 4 SP-#2 0 -C 0.23 4674 C 0.09 0.14 EX Si-C 2x 4 SP-SS C -P 0.43 3307 C 0.07 0.36 BC 0.96 2x 4 SP-#2 P -S2 0.47 3943 C 0.19 0.28 REFER TO ROBBINS ENG. GENERAL EX J -I 2x 4 SP-SS S2-Q 0.41 4027 C 0.20 0.21 NOTES AND SYMBOLS SHEET FOR EX I -F 2x 4 SP-SS Q -D 0.47 4213 C 0.12 0.35 ADDITIONAL SPECIFICATIONS. CW 0.59 2x 4 SP-#3 --------Bottom Chords --------- WEI 0.72 2x 4 SP-#3 A -J 0.96 3743 T 0.32 0.64 NOTES: EX F -C 2x 4 SP42 J -I 0.68 4581 T 0.39 0.29 Trusses Manufactured by: EX F -H 2x 4 SP42 I -F 0.72 5008 T 0.43 0.29 East Coast Lumber PB --- 2x 4 SP-#3 E -H 0.47 60 C 0.00 0.47 Analysis Conforms To: H -S3 0.84 3386 T 0.56 0.28 FBC2004 Brace truss as follows: S3-G 0.69 3386 T 0.56 0.13 OH Loading O.C. From To G -D 0.84 3755 T 0.32 0.52 Soffit psf 2.0 TC Cont. 0- 0- 0 50- 0- 0 ---------- Chord -Webs---------- Design checked for LL on BC SC Cont. 0- 0- 0 50- 0- 0 E -F 0.59 187 T 0.00 0.59 per BOCA (section 1606.2.3), WB 1 rows CLB on J -M F -O 0.16 316 C 0.16 0.00 IBC/IRC-2003,and FBC 2004 WB 1 rows CLB on N -F -------------Webs------------- (section 1607.1), 20.0 psf. WB 1 rows CLB on H -C L -J 0.15 368 C Design checked for 10 psf non - Attach CLB with (2)-10d nails J -B 0.41 1299 T concurrent LL on BC. at each web. J -M 0.58 1631 C 1 Br Prevent truss rotation at all M -I 0.19 604 T bearing locations. Loading Live Dead (psf) I -N 0.17 280 C Wind Loads - ANSI / ASCE 7-02 TC 20.0 15.0 N -F 0.13 406 C 1 Br Truss is designed as a Main BC 0.0 5.0 F -C 0.75 4089 T Wind -Force Resistance System. Total 20.0 20.0 40.0 F -H 0.79 4309 T Wind Speed: 120 mph Spacing 24.0" H -C 0.72 2504 C 1 Br Mean Roof Height: 15-0 Lumber Duration Factor 1.25 H -P 0.55 632 C Exposure Category: B Plate Duration Factor 1.25 P -G 0.13 406 T Occupancy Factor : 1.00 TC Fb=1.15 Fc=1.10 Ft=1.10 G -Q 0.07 294 C Building Type: Enclosed BC Fb=1.10 Fc=1.10 Ft=1.10 Zone location: Exterior LL Defl -0.50" in E -F L/999 TC Dead Load 7.0 psf TL Defl -1.03" in I -F L/567 BC Dead Load 3.0 psf Plus 6 Wind Load Case(s) Shear // Grain in N -0 0.34 Max comp. force 4864 Lbs Plus 1 UBC LL Load Case(s) DL Defl -0.62" at F L/946 Quality Control Factor 1.00 Plus 1 BC LL Load Case(s) Plates for each ply each face. FABRICATOR NOTES: Checked for NonConcurrent 200 PLATING CONFORMS TO TPI. 1. EAST COAST LUMBER 6 SUPPLY Lbs Moving Point Load applied REPORTS: SBCCI 9761 J.C. WEBER P.E.#17455 at Panel Points and Mid -panel ROBBINS ENGINEERING, INC. 5285 ST. LUCIE BLVD. on BC BASED ON SP LUMBER FORT PIERCE FL. 34946 USING GROSS AREA TEST. 2. !!!CAUTION!!! READ "SCSI-B1 it React Uplft Size Req'd Plate - LOCK 20 Ga, Gross Area SUMMARY SHEET" BEFORE Lbs Lbs In-Sx In-Sx Plate - RHS 20 Ga, Gross Area HANDLING , INSTALLING 6 A 2259 425 8- 0 2-11 it Type Plt Size X Y JSI BRACING TRUSSES. Hz = -177 A LOCK 3.Ox 6.0 1.4 0.7 0.95 3. SEE ATTACHED DETAIL SHEET D 2269 430 8- 0 2-11 A LOCK 4.Ox 6.0 4.3 1.6 0.95 FOR: 1-JACK NAILS. Hz = 186 B LOCK 6.Ox 8.0 0.9-3.8 0.76 2-TBRACE. 3-BEARING BLOCK. M LOCK 3.Ox 6.0-0.1 Ctr 0.56 4. DESIGNER: JLW Membr CSI P Lbs Axl-CSI-Bnd C LOCK 8.Oxl2.0-1.2-5.3 0.99 ----------Top Chords---------- D LOCK 3.Ox 6.0-1.4 0.7 0.95 Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering -Portrait 1/31/2006 9:32:28 AM Pagel Job SPF2 Mark H12 Quan 1 Type Span P1-H1 SP 500000 6 Left OH 1- 2- 0 Right OH 1- 2- 0 I Engineering ENGLE/SPF2/M#4982 HO 4-3 HO 4-3 0 O 0 o N O N O TC.'' 9-0-0 -- -- - 26-8-0 ----- - - -- .. -_---•---- -- -- - 14-4-0 6x6 3x6 3x10 2x4 3x6 3x12 2x4 7x10 B L 31 M N S4 O C - 6' 2x4 K/ 3 3xP6 5x4 32 7-6-3 3x6 2-8-OA A / P 2-8-OF 5x4 I SPL F 3x6 w:800 5x8 5x16 2- 8- 0 7x12 D R:2096 SPL U: 425 L E H S3 G ` 2x4 4x12 4x8 2x4 w:800 R:2096 U: 430 BC 30-10-0 - - - - 19-2-0 - 50-0-0 - - - - -- - - - --- -- -- ALL PLATES ARE L0CK20 Scale: 0. t 32" = t' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.86 2x 4 SP-#2 BC 0.95 2x 4 SP-#2 EX J -I 2x 4 SP-SS EX I -F 2x 4 SP-SS CW 0.59 2x 4 SP-#3 WE 0.97 2x 4 SP-#3 EX F -C 2x 4 SP-#2 EX F -H 2x 4 SP-#2 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 50- 0- 0 BC Cont. 0- 0- 0 50- 0- 0 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 Robbins Engineering, Inc./Online P1us- S1-M 0.43 5319 C 0.19 0.24 M -N 0.53 5272 C 0.19 0.34 N -S4 0.67 5131 C 0.32 0.35 S4-0 0.73 5131 C 0.32 0.41 0 -C 0.59 5116 C 0.17 0.42 C -S2 0.86 3133 C 0.22 0.64 S2-P 0.62 3239 C 0.07 0.55 P -D 0.65 3767 C 0.23 0.42 --------Bottom Chords --------- * -J 0.95 3430 T 0.32 0.63 J -I 0.62 4482 T 0.22 0.40 I -F 0.65 5444 T 0.27 0.38 E -H 0.35 60 C 0.00 0.35 H -S3 0.65 3372 T 0.56 0.09 S3-G 0.81 3372 T 0.33 0.48 G -D 0.80 3372 T 0.31 0.49 ---------- Chord -Webs ---------- E -F 0.59 212 T 0.00 0.59 F -O 0.10 294 C 0.10 0.00 ------------- Webs ------------- K -J 0.12 242 C B -J 0.40 1256 T J -L 0.87 1454 C L -I 0.33 1050 T M -I 0.12 362 C I -N 0.15 237 C N -F 0.30 403 C F -C 0.59 3213 T F -H 0.60 3262 T H -C 0.97 1276 C H -P 0.57 636 C G -P 0.08 259 T LL Defl -0.53" in I -F L/999 TL Defl -1.14" in I -F L/513 Shear // Grain in I -F 0.32 DL Defl -0.76" at I L/765 on BC Plates for each ply each face. PLATING CONFORMS TO TPI. Jt React Uplft Size Req'd REPORTS: SBCCI 9761 Lbs Lbs In-Sx In-Sx ROBBINS ENGINEERING, INC. A 2096 425 8- 0 2- 8 BASED ON SP LUMBER Hz = -150 USING GROSS AREA TEST. D 2096 430 8- 0 2- 8 Plate - LOCK 20 Ga, Gross Area Hz = 159 Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI Membr CSI P Lbs Axl-CSI-Bnd A LOCK 3.Ox 6.0 1.4 0.7 0.87 ----------Top Chords---------- A LOCK 5.Ox 4.0 3.3 1.1 0.86 A -K 0.39 3858 C 0.10 0.29 B LOCK 6.Ox 6.0 0.9-3.6 0.75 K -B 0.37 3570 C 0.08 0.29 C LOCK 7.Ox10.0-1.6-4.6 0.88 B -L 0.41 3467 C 0.12 0.29 D LOCK 3.Ox 6.0-1.4 0.7 0.85 L -S1 0.52 5319 C 0.28 0.24 D LOCK 5.Ox 4.0-3.3 1.1 0.81 Robbins Engineering, Inc./Online Plus- 01996-2005 Version 18.0.014 Engineering - Portrait 1/31/2005 9:32:27 AM Page 1 J LOCK 5.0x 8.0 Ctr-0.5 0.92 I LOCK 5.Oxl6.0 Ctr-0.5 0.88 F LOCK 7.Oxl2.0 Ctr 1.8 0.90 H LOCK 4.Oxl2.0-1.0 Ctr 0.95 S3 LOCK 4.Ox 8.0 Ctr 0.2 0.94 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Prevent truss rotation at all bearing locations. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 5319 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SPF2 GI1 1 SP 500000 6 1- 2- 0 1- 2- 0 ENGLE/SPF2/M#4982 90 4-3 O 0 N O TC H 7-0-0 6 2x4 v 6-6-3 8x16 A 2-8-OA 2-8-OF W:800 R:4210 U: 860 HO 4-3 0 O N O 30-8-0 12-4-0 1Ox10 B J� 2x4 4x8 5x12 2x4 4x6 6x12 4x6 20G-RHS-12xl2 R S S3 T U S1 L C 3x6 x � -------- I /� 2Y4 Z SPL P SPL O N F 4x6 2x4 20G-RHS-1Ox14 4x6 8x16 Q 20G-RHS-8xl4 E 2x4 BC' 30-8-0 '- ------ --- - - - - - -----50-0-0 - - EXCEPT AS SHOWN ALL PLATES ARE LOCK20 5x6 5x4 D G W M 4xl4 3x6 W:800 S2 R:2556 20G-RHS-3xlO U: 525 19-4-0 - - - Scale: 0.132" = 1' Rcbbins Engineering, inc./Online Plus' Hz = 131 Plate - LOCK 20 Go, Gross Area Plate - RHS 20 Go, Gross Area Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd Jt Type Plt Size X Y JSI RUN DATE: 31-JAN-06 ----------Top Chords---------- A LOCK 8.Oxl6.012.3 5.6 0.91 A -V 0.66 8516 C 0.43 0.23 B LOCK 10.Ox10.0 1.0-6.2 0.96 CSI -Size- ----Lumber---- V -B 0.76 8457 C 0.37 0.39 S1 LOCK 6.Oxl2.0 Ctr-0.2 0.92 TC 0.84 2x 6 SP-02 B -R 0.66 10036 C 0.37 0.29 C RHS 12.Ox12.0-1.0-2.6 1.00 EX A -B 2x 4 SP-SS R -S 0.58 10036 C 0.39 0.19 D LOCK 5.Ox 4.0-2.0 1.4 0.98 EX C -D 2x 4 SP-#2 S -S3 0.64 11022 C 0.47 0.17 D LOCK 5.Ox 6.0-3.9 1.4 0.83 BC 0.81 2x 6 SP-SS S3-T 0.64 11022 C 0.47 0.17 Q RHS 8.Oxl4.0 Ctr-0.2 0.97 EX E -S2 2x 4 SP-#2 T -U 0.84 11022 C 0.53 0.31 O RHS lO.Oxl4.0 0.5 Ctr 0.95 EX S2-D 2x 4 SP-SS U -S1 0.79 10679 C 0.48 0.31 F LOCK 8.Oxl6.0 Ctr 1.2 0.88 CW 0.82 2x 4 SP-#3 S1-L 0.84 10679 C 0.48 0.36 G LOCK 4.Oxl4.0-0.5 Ctr 0.97 WB 0.60 2x 4 SP-#3 L -C 0.79 9382 C 0.31 0.48 EX B -Q 2x 4 SP-#2 C -X 0.57 4319 C 0.19 0.38 EX F -C 2x 4 SP-SS X -Y 0.51 4621 C 0.17 0.34 REFER TO ROBBINS ENG. GENERAL EX F -G 2x 4 SP-#2 Y -D 0.60 4842 C 0.20 0.40 NOTES AND SYMBOLS SHEET FOR PE --- 2x 8 SP-SS --------Bottom Chords--------- ADDITIONAL SPECIFICATIONS. EX D -D 2x 4 SP-113 A -I 0.64 7578 T 0.52 0.12 I -Q 0.64 7623 T 0.52 0.12 NOTES: Brace truss as follows: Q -P 0.80 10778 T 0.74 0.06 Trusses Manufactured by: O.C. From Tp P -O 0.81 10778 T 0.74 0.07 East Coast Lumber TC Cont. 0- 0- 0 50- 0- 0 O -N 0.80 10679 T 0.73 0.07 Analysis Conforms To: BC Cont. 0- 0- 0 50- 0- 0 N -F 0.73 9400 T 0.65 0.08 FBC2004 E -G 0.58 80 T 0.00 0.58 OH Loading Loading Live Dead (psf) G -S2 0.88 4153 T 0.76 0.12 Soffit paf 2.0 TC 20.0 15.0 S2-W 0.43 4153 T 0.39 0.04 Design chocked for LL on BC BC 0.0 5.0 W -D 0.52 4301 T 0.22 0.30 per BOLA (section 1606.2.3), Total 20.0 20.0 40.0 ---------- Chord -Webs ---------- IBC/IRC-2003,and FBC 2004 Spacing 24.0" E -F 0.82 225 T 0.00 0.82 (section 1607.1), 20.0 psf. Lumber Duration Factor 1.25 F -L 0.25 1047 C 0.25 0.00 Design checked for 10 paf non - Plate Duration Factor 1.25 -------------Webs------------- concurrent LL on BC. TC Flb-1.00 Fc=1.00 Ft-1.00 V -i 0.04 151 T Prevent truss rotation at all BC Flo--1.00 Fc=1.00 Ft=1.00 I -B 0.12 426 T bearing locations. B -Q 0.67 3654 T Wind Loads - ANSI / ASCE 7-02 Load Case # 1 Standard Loading Q -R 0.10 491 C Truss is designed as a Main Lumber Duration Factor 1.25 Q -S 0.42 916 C Wind -Force Resistance System. Plate Duration Factor 1.25 P -S 0.07 234 T Wind Speed: 120 mph plf - Live Dead From To S -O 0.12 381 T Mean Roof Height: 15-0 TC V 40 30 0.0' 50.0' O -T 0.07 345 C Exposure Category: B BC V 0 10 0.0' 50.0' 0 -U 0.12 469 T Occupancy Factor : 1.00 TC V 50 38 7.0' 10.0' N -U 0.13 666 C Building Typo: Enclosed BC V 0 13 7.0' 10.0' N -L 0.47 1481 T Zone location: Exterior BC V 199 199 7.0' CL-LB F -C 0.71 6124 T TC Dead Load 7.0 paf BC V 795 795 10.0' CL-LB F -G 0.75 4077 T BC Dead Load 3.0 paf TC V 144 144 7.0' CL-LB G -C 0.60 1123 C Max comp. force 11022 Lbs G -X 0.23 463 C Quality Control Factor 1.00 W -X 0.08 259 T Plus 6 Wind Load Case(s) W -Y 0.05 168 C FABRICATOR NOTES: Plus 1 UBC LL Load Case(s) 1. EAST COAST LUMBER 6 SUPPLY LL Defl -0.92" in 0 -N L/636 J.C. WEBER P.E.#17455 Checked for NonConcurrent 200 TL Defl -1.84" in 0 -N L/316 5285 ST. LUCIE BLVD. Lbs Moving Point Load applied Shear // Grain in V -B 0.32 FORT PIERCE FL. 34946 at Panel Points and Mid -panel DL Defl -1.39" at N L/419 2. 111CAUTION111 READ "SCSI-B1 on BC SUMMARY SHEET" BEFORE Plates for each ply each face. HANDLING , INSTALLING B Jt React Uplft Size Req'd PLATING CONFORMS TO TPI. BRACING TRUSSES. Lbs Lbs In-Sx In-Sx REPORTS: SBCCI 9761 3. SEE ATTACHED DETAIL SHEET A 4211 861 8- 0 4-15 ROBBINS ENGINEERING, INC. FOR: 1-JACK NAILS. Hz - -122 BASED ON SP LUMBER 2-TBRACE. 3-BEARING BLOCK. D 2556 525 8- 0 3- 0 USING GROSS AREA TEST. 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering- Portrait 1/312006 9:32:27 AM Pagel Job Mark Quan Type Span Pi -Hi Left OH Right OH Eirgineering SPF2 H21 1 SP 400000 6 0 1- 2- 0 ENGLE/SPF2/M#4982 HO 4-3 HO 4-3 0 0 N O TC. _ 11-0-0 - -----12-8-0-------- - - -------- 16-4-0 5x6 3x6 3x8 2x4 7x8 B L S4 M C 6 3x6 3x6 R N 3x8 8-6-3 S1 2x4 2-8-0A Sx6 \ 0 F A 2-8-O Q J I S2i F HGR 2x4 4x8 3x8 2- 8- 0 1Ox10 Sx6 D R:1695 - U: 326 E H S3 G 2x4 6x8 20G-RHS-5x10 3x6 1 W:800 R:1809 U: 348 BC 20-10-0 19-2-0 I _.- 40-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.165" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.40 2x 4 SP42 BC 0.93 2x 4 SP42 CW 0.58 2x 4 SP-#3 WB 0.96 2x 4 SP-#3 PB --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 40- 0- 0 BC Cont. 0- 0- 0 40- 0- 0 WB 1 rows CLB on H -C Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel Robbins Engineering, Inc,/On.line Plvs'" B -L 0.34 2501 C 0.04 0.30 L -S4 0.36 3123 C 0.06 0.30 S4-M 0.40 3123 C 0.10 0.30 M -C 0.23 3105 C 0.06 0.17 C -N 0.38 2291 C 0.03 0.35 N -Sl 0.40 2974 C 0.05 0.35 S1-O 0.26 3058 C 0.06 0.20 0 -D 0.35 3233 C 0.07 0.28 --------Bottom Chords --------- * -J 0.62 2826 T 0.25 0.37 J -I 0.79 2826 T 0.47 0.32 I -S2 0.81 2954 T 0.49 0.32 S2-F 0.93 2954 T 0.27 0.66 E -H 0.46 59 C 0.00 0.46 H -S3 0.79 2484 T 0.23 0.56 S3-G 0.76 2484 T 0.23 0.53 G -D 0.76 2885 T 0.25 0.51 ---------- Chord -Webs ---------- E -F 0.58 188 T '0.00 0.58 F -M 0.12 242 C 0.12 0.00 ------------- Webs ------------- J -K 0.07 222 T K -I 0.21 397 C I -B 0.29 921 T I -L 0.53 723 C L -F 0.07 243 T F -C 0.81 2527 T F -H 0.96 3009 T H -C 0.45 1557 C 1 Br H -N 0.55 641 C N -G 0.13 429 T G -0 0.07 309 C LL Defl -0.32" in S2-F L/999 TL Defl -0.62" in S2-F L/758 Shear // Grain in S2-F 0.32 DL Defl -0.34" at F L/999 on BC Plates for each ply each face. PLATING CONFORMS TO TPI. Jt React Uplft Size Req'd REPORTS: SBCCI 9761 Lbs Lbs In-Sx In-Sx ROBBINS ENGINEERING, INC. A 1696 327 3- 8 2- 0 BASED ON SP LUMBER Hz = -172 USING GROSS AREA TEST. D 1809 348 8- 0 2- 2 Plate - LOCK 20 Gar Gross Area Hz = 179 Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI Membr CSI P Lbs Axl-CSI-Bnd A LOCK 5.Ox 6.0 1.4 0.6 0.92 ----------Top Chords---------- B LOCK 5.Ox 6.0 0.7-3.1 0.68 A -K 0.32 3164 C 0.10 0.22 C LOCK 7.Ox 8.0 Ctr-1.1 1.00 K -B 0.30 2795 C 0.09 0.21 D LOCK 5.Ox 6.0-1.4 0.6 0.94 Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:33 AM Page 1 F LOCK 10.0x10.0 0.7 2.8 0.97 H LOCK 6.Ox 8.0-1.0 Ctr 0.98 S3 RHS 5.0x10.0 Ctr 0.8 0.93 G LOCK 3.Ox 6.0 0.1 Ctr 0.52 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 3233 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY.SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SPF2 Mark H2O Quan Type Span P1-H1 1 SP 400000 6 Left 0 OH Right 1- 2- OH 0 Errgirreeriag ENGLE/SPF2/M#4982 HO 4-3 HO 4-3 0 0 N TC 9-0-0 16-8-0 _ __ 14-4-0 O 5x6 3x6 3x6 3x6 5x8 B K S1 L C 6 3x6 3x6 32 3x6 7-6-3 4x6 J M 2-8-OA A 2-8-OF ;21- P I S3 F 4x6 2x4 4x8 3xFQ_ 8- 0 5x8 D 0 - '- 3x6E H S4 G 2x4 4x8 3x6 2x4 Cant:l- 9- i W:800 W:860 R: 699 R:1703 U: 214 U: 316 W:800 R: 905 U: 195 BC 2-1-7 16-8-14 - • - --- - - 40-0-0 - - - - - - - ---- - - ALL PLATES ARE LOCK20 Scale: 0.165" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.60 2x 4 SP-#2 BC 0.64 2x 4 SP-#2 CW 0.16 2x 4 SP-#3 WB 0.67 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 40- 0- 0 BC Cont. 0- 0- 0 40- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 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 Robbins Engineering, Inc./Online P1us- K -S1 0.28 375 T 0.04 0.24 S1-L 0.51 375 T 0.06 0.45 L -C 0.47 173 T 0.02 0.45 C -S2 0.31 520 C 0.00 0.31 S2-M 0.60 626 C 0.00 0.60 M -D 0.60 1203 C 0.00 0.60 --------Bottom Chords --------- A -P 0.39 191 T 0.03 0.36 P -I 0.46 239 T 0.03 0.43 I -S3 0.36 230 T 0.01 0.35 S3-0 0.57 230 T 0.01 0.56 O -F 0.56 178 C 0.00 0.56 E -H 0.54 8 T 0.00 0.54 H -S4 0.40 1087 T 0.09 0.31 S4-G 0.58 1087 T 0.12 0.46 G -D 0.64 1087 T 0.11 0.53 ---------- Chord -Webs ---------- E -F 0.13 226 T 0.07 0.06 F -L 0.16 499 T 0.16 0.00 ------------- Webs ------------- P -J 0.10 673 C J -I 0.09 293 T I -B 0.06 - 212 C I -K 0.11 366 T K -0 0.40 747 C 0 -L 0.32 970 C F -C 0.67 753 C F -H 0.16 503 T H -C 0.09 326 T H -M 0.62 692 C G -M 0.08 279 T LL Defl -0.11" in S4-G L/999 TL Defl -0.15" in S4-G L/999 LL Cant 0.01" in A -P L/999 Shear // Grain in 0 -F 0.42 it React Uplft Size Req'd DL Defl -0.12" at S4 L/999 Lbs Lbs In-Sx In-Sx P 700 214 8- 0 1- 0 Plates for each ply each face. Hz = -145 PLATING CONFORMS TO TPI. O 1703 317 8- 0 1-15 REPORTS: SBCCI 9761 D 906 196 8- 0 1- 1 ROBBINS ENGINEERING, INC. Hz = 153 BASED ON SP LUMBER USING GROSS AREA TEST. Membr CSI P Lbs Axl-CSI-Bnd Plate - LOCK 20 Ga, Gross Area ----------Top Chords---------- Plate - RHS 20 Ga, Gross Area A -J 0.50 194 C 0.00 0.50 it Type Plt Size X Y JSI J -B 0.50 524 C 0.00 0.50 A LOCK 4.Ox 6.0 Ctr 0.1 0.73 B -K 0.24 458 C 0.00 0.24 B LOCK 5.Ox 6.0 0.7-3.1 0.68 Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:32 AM Page 1 C LOCK 5.0x 8.0 Ctr-0.1 1.00 D LOCK 4.Ox 6.0 Ctr 0.1 0.73 F LOCK 5.Ox 8.0 Ctr 0.8 0.78 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. 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 1203 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. (!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2 H19 1 SP 400000 6 0 1- 2- 0 ENGLE/SPF2/M#4982 HO 4-3 HO 4-3 0 0 N TC 7-0-0 ��-g-� - - _ - O - _ 12-4-00 3x6 j1Sxa 2x4 3x6 4x6 S1 3x6 3x6 5x8 6 B AA BB CC M V C - 2x4 P 3x6 6-6-3 4x6 A 2x4 2-8-OA L W 2-8-OF I O Z S2 Y F `14x6 4x8 4x6 4x6 7x88 4x6 al D W:800 W'9 U H S3 G R:1380 A:3 4x8 3x6 3x8 3x6 U: 282 U: h7 HH 4x6 W:800 R: 737 U: 138 BC ! 20-7-0 - - ---- - -- - - -- 19-5_0 - - --- - - -- i - ALL PLATES ARE LOCK20 Scale: 0.165" = 1' Robbins Engineering, Inc,/Online Phis'" ----------Top Chords---------- Plate - LOCK 20 Ga, Gross Area A -P 0.19 2638 C 0.06 0.13 Plate - RHS 20 Ga, Gross Area Online Plus -- Version 18.0.014 P -B 0.21 2431 C 0.04 0.17 Jt Type Plt Size X Y JSI RUN DATE: 31-JAN-06 B -AA 0.33 2157 C 0.03 0.30 B LOCK 5.Ox 8.0 Ctr-0.1 1.00 AA -BB 0.48 2157 C 0.03 0.45 CC LOCK 4.Ox 6.0-0.5 Ctr 0.91 CSI -Size- ----Lumber---- BB -CC 0.46 1437 C 0.01 0.45 C LOCK 5.Ox 8.0 Ctr-0.1 1.00 TC 0.61 2x 4 SP-112 CC-S1 0.61 1449 T 0.26 0.35 D LOCK 4.Ox 6.0 Ctr 0.1 0.73 BC 0.47 2x 6 SP-112 S1-M 0.44 1449 T 0.26 0.18 Y LOCK 4.Ox 6.0 0.5 Ctr 0.91 EX E -S3 2x 4 SP-$2 M -V 0.41 1265 T 0.23 0.18 F LOCK 7.Ox 8.0 Ctr 0.8 0.70 EX S3-D 2x 4 SP-112 V -C 0.20 358 T 0.04 0.16 CW 0.18 2x 4 SP-#3 C -N 0.29 324 C 0.00 0.29 WB 0.69 2x 4 SP-113 N -W 0.29 727 C 0.00 0.29 REFER TO ROBBINS ENG. GENERAL W -D 0.27 1074 C 0.00 0.27 NOTES AND SYMBOLS SHEET FOR Brace truss as follows: --------Bottom Chords--------- ADDITIONAL SPECIFICATIONS. O.C. From To A -O 0.47 2358 T 0.17 0.30 TC Cont. 0- 0- 0 40- 0- 0 O -Z 0.33 2161 T 0.28 0.05 NOTES: BC Cont. 0- 0- 0 40- 0- 0 Z -S2 0.28 1437 T 0.10 0.18 Trusses Manufactured by: S2-Y 0.25 1437 T 0.19 0.06 East Coast Lumber Loading Live Dead (psf) Y -HH 0.26 333 C 0.00 0.26 Analysis Conforms To: TC 20.0 15.0 HH-F 0.26 1272 C 0.00 0.26 FEC2004 BC 0.0 5.0 E -U 0.30 9 C 0.00 0.30 OH Loading Total 20.0 20.0 40.0 U -H 0.26 274 T 0.02 0.24 Soffit psf 2.0 Spacing 24.0" H -S3 0.39 655 T 0.07 0.32 Design checked for LL on BC Lumber Duration Factor 1.25 S3-G 0.40 655 T 0.06 0.34 per BOCA (section 1606.2.3), Plate Duration Factor 1.25 G -D 0.63 968 T 0.11 0.52 IBC/IRC-2003,and FBC 2004 TC Fb=1.00 Fc=1.00 Ft=1.00 ---------- Chord -Webs ---------- (section 1607.1), 20.0 psf. BC Fb=1.00 Fc=1.00 Ft=1.00 E -F 0.09 213 T 0.00 0.09 Design checked for 10 psf non- F -M 0.18 511 T 0.18 0.00 concurrent LL on BC. Load Case 9 1 Standard Loading -------------Webs------------- Prevent truss rotation at all Lumber Duration Factor 1.25 P -O 0.05 202 C bearing locations. Plate Duration Factor 1.25 O -B 0.17 609 T Wind Loads - ANSI / ASCE 7-02 plf - Live Dead From To B -Z 0.06 234 C Truss is designed as a Main TC V 40 30 0.0' 40.0' Z -AA 0.11 550 C Wind -Force Resistance System. BC V 0 10 0.0' 40.0' Z -BB 0.32 1009 T Wind Speed: 120 mph TC V 50 38 8.0' 19.7' Y -BB 0.28 1325 C Mean Roof Height: 15-0 EC V 0 13 8.0' 19.7' Y -CC 0.69 2153 T Exposure Category: B BC V 199 199 7.0' CL-LB CC-HH 0.58 2240 C Occupancy Factor : 1.00 TC V 144 144 1.0' CL-LB HH-M 0.18 833 C Building Type: Enclosed F -U 0.14 435 C Zone location: Exterior F -V 0.52 1464 C TC Dead Load 7.0 psf Plus 6 Wind Load Case(s) U -V 0.24 766 T BC Dead Load 3.0 psf Plus 2 Unbalanced Load Cases U -C 0.44 637 C Max comp. force 2638 Lbs Plus 1 UBC LL Load Case(s) H -C 0.12 395 T Quality Control Factor 1.00 H -N 0.26 511 C Checked for NonConcurrent 200 G -N 0.10 315 T FABRICATOR NOTES: Lbs Moving Point Load applied G -W 0.13 342 C 1. EAST COAST LUMBER 6 SUPPLY at Panel Points and Mid -panel J.C. WEBER P.E.()17455 on BC LL Defl 0.11" in G -D L/999 5285 ST. LUCIE BLVD. TL Defl -0.13" in O -Z L/999 FORT PIERCE FL. 34946 Jt React Uplft Size Req'd Shear // Grain in AA -BB 0.43 2. M CAUTION111 READ "BCSI-Bl Lbs Lbs In-Sx In-Sx DL Defl -0.12" at Z L/999 SUMMARY SHEET" BEFORE A 1380 283 8- 0 1-10 HANDLING , INSTALLING 6 Hz = -119 Plates for each ply each face. BRACING TRUSSES. HH 3163 635 9- 8 3- 9 PLATING CONFORMS TO TPI. 3. SEE ATTACHED DETAIL SHEET D 738 138 8- 0 1- 0 REPORTS: SBCCI 9761 FOR: 1-JACK NAILS. Hz = 126 ROBBINS ENGINEERING, INC. 2-TBRACE. 3-HEARING BLOCK. BASED ON SP LUMBER 4. DESIGNER: JLW Membr CSI P Lbs Axl-CSI-Bnd USING GROSS AREA TEST. Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:32 AM Pagel Job Nark Quan Type Span P1-H1 Left OH Right OH I Engineering SPF2 H31 1 HHIP 200000 6 1- 2- 0 0 ENGLE/SPF2/M#4982 HO 4-3 HO 6-0-3 Tr.1-2-0 1 11-4-0 - - - - - 878-0. - - -/ 4x4 2x4 #6x10 B L C 6 2x4 K 6-0-3 #3x8 w I � :308 m 3x4 R 872 A 202 '-� J sl I D 2x4 3x4 3x8 3x8 W:800 R: 918 U: 145 SC - 19-6-8 -- Co 0 Ln ; - 20-0-0 - - - - - - ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.295" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.33 2x 4 SP-#2 BC 0.61 2x 4 SP42 EX S1-D 2x 4 SP-SS WB 0.42 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 20- 0- 0 BC Cont. 0- 0- 0 20- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 BC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 919 145 8- 0 1- 1 Hz = 206 Robbins Engineering, Inc./Online Plus - A -K 0.33 1333 C 0.01 0.32 K -B 0.33 1197 C 0.01 0.32 B -L 0.21 510 C 0.00 0.21 L -C 0.21 510 C 0.00 0.21 C -C 0.02 0 T 0.00 0.02 --------Bottom Chords --------- A -J 0.59 1197 T 0.11 0.48 J -S1 0.61 693 T 0.07 0.54 S1-I 0.65 693 T 0.03 0.62 I -D 0.21 77 T 0.00 0.21 ------------- Webs ------------- K -J 0.07 357 C J -B 0.19 606 T B -I 0.21 308 C I -L 0.16 331 C I -C 0.28 886 T D -H 0.06 210 T WindLd H -C 0.42 881 C WindLd LL Defl -0.15" in J -S1 L/999 TL Defl -0.21" in J -S1 L/999 Shear // Grain in S1-I 0.44 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 C LOCK 6.0x10.0 3.2 0.5 0.63 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. H 872 203 3- 8 1- 0 NOTES: Hz = 141 Trusses Manufactured by: East Coast Lumber Membr CSI P Lbs Axl-CSI-Bnd Analysis Conforms To: ----------Top Chords---------- FBC2004 Robbins Engineering. Inc./Online Plus*" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:38 AM Page 1 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and end vertical is 1/2". NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1333 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quart Type Span P1-Hl Left OH Right OH Engineering SPF2 H30 1 HHIP 200000 6 1- 2- 0 0 ENGLE/SPF2/M#4982 * NO 4-3 HO 5-0-3 TC 1-2-0 9-4-0 10-8-0 4x8 2x4 #6x10 B R C 6. 2x4 J 5-0-3 g #3x8 N I :308 Co 3x4 814 A 192 c LA I E S1 I D,. 2x4 3x4 3x8 3x8 W:800 R: 877 U: 155 BC_ - -- - -- 19-6_8Ln ----- -- --- - m o; ALL PLATES ARE LOCK20, # - PLATE SELECTED IN PLATE MONITOR Scale: 0.300" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.34 2x 4 SP-#2 BC 0.73 2x 4 SP42 WB 0.28 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 20- 0- 0 BC Cont. 0- 0- 0 20- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 877 155 8- 0 1- 1 Robbins Engineering, Inc./Online Plus" K -C 0.34 640 C 0.00 0.34 C -C 0.02 0 T 0.00 0.02 --------Bottom Chords --------- A -E 0.73 1138 T 0.12 0.61 E -S1 0.50 805 T 0.09 0.41 S1-I 0.40 805 T 0.09 0.31 I -D 0.40 52 T 0.00 0.40 ------------- Webs ------------- J -E 0.15 368 C E -B 0.11 346 T B -I 0.16 253 C I -K 0.14 412 C I -C 0.28 885 T D -H 0.07 223 T WindLd H -C 0.27 790 C WindLd LL Defl 0.18" in A -E L/999 TL Defl -0.24" in A -E L/971 Shear // Grain in I -D 0.28 DL Defl -0.12" at E L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI C LOCK 6.0x10.0 3.1 0.5 0.54 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Hz = 169 NOTES: H 814 193 3- 8 1- 0 Trusses Manufactured by: Hz = 116 East Coast Lumber Analysis Conforms To: Membr CSI P Lbs Axl-CSI-Bnd FBC2004 ----------Top Chords---------- OH Loading A -J 0.32 1264 C 0.00 0.32 Soffit psf 2.0 J -B 0.21 910 C 0.00 0.21 Design checked for LL on BC B -K 0.34 640 C 0.00 0.34 per BOCA (section 1606.2.3), Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/312006 9:32:38 AM Page 1 IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and end vertical is 1/2". NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1264 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right "itseering SPF2 H29 1 HHIP 200000 6 1- 2- 0 0 ENGLE/SPF2/M#4982 , , HO 4-3 HO 4-0-3 TC 1-2-0 7-4-0 _ _ _ _ - 12-8-0_ 4x8 2x4 3x4 g6x12 B G S2 C 6 H 4-0-3 Px8 N :308 m 3x4 814 A 184 0 g E S1 F D 2x4 2x4 3x4 3x8 W:800 R: 877 U: 163 BC - - 1g-6-8 m 0 Ln - ------ 20-0-0 - - --- -- - - -, - ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.299" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.51 2x 4 SP42 BC 0.65 2x 4 SP42 WB 0.34 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 20- 0- 0 BC Cont. 0- 0- 0 20- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus' C -C 0.02 0 T 0.00 0.02 --------Bottom Chords --------- A -E 0.65 1004 T 0.11 0.54 E -S1 0.51 1001 T 0.11 0.40 S1-F 0.34 1001 T 0.11 0.23 F -D 0.47 27 T 0.00 0.47 ------------- Webs ------------- E -B 0.08 278 T B -F 0..14 193 C F -G 0.11 477 C F -C 0.34 1075 T D -H 0.07 225 T WindLd H -C 0.19 786 C WindLd LL Defl -0.07" in E -S1 L/999 TL Defl -0.13" in A -E L/999 Shear // Grain in G -S2 0.31 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 C LOCK 6.Oxl2.0 2.5 0.5 0.42 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx NOTES: A 877 163 8- 0 1- 1 Trusses Manufactured by: Hz = 133 East Coast Lumber H 814 185 3- 8 1- 0 Analysis Conforms To: Hz = 91 FBC2004 OH Loading Membr CSI P Lbs Axl-CSI-Bnd Soffit psf 2.0 ----------Top Chords---------- Design checked for LL on BC A -B 0.51 1123 C 0.02 0.49 per BOCA (section 1606.2.3), B -G 0.46 902 C 0.00 0.46 IBC/IRC-2003,and FBC 2004 G -S2 0.46 902 C 0.00 0.46 (section 1607.1), 20.0 psf. S2-C 0.33 902 C 0.01 0.32 Design checked for 10 psf non - Robbins Engineering. Inc./Online PIUSTM 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/312006 9:32:37 AM Page 1 concurrent LL on BC. Max gap between edge of brg and end vertical is 1/211. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1123 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2 GE28 1 HHIP 190608 6 1- 2- 0 0 ENGLE/SPF2/M#4982 HO 4-3 HO 3-0-3 TC 1 1-2 -0' 574-0 - - -- - -- - - 14-2-5 -- - - - - - - -- - -- 4x4 3x4 2x4 B J L N P S2 R T V C 3-0-3 BC 19-6-8 i ALL PLATES ARE LOCK20 See Joint F For Typical Gable Plate Size and Placement Scale: 0.313" = 1' D 2x4 Robbins Engineering, Inc./Online Plus" N -P 0.04 37 C 0.00 0.04 REFER TO ROBBINS ENG. GENERAL P -S2 0.04 37 C 0.00 0.04 NOTES AND SYMBOLS SHEET FOR Online Plus -- Version 18.0.014 S2-R 0.04 37 C 0.00 0.04 ADDITIONAL SPECIFICATIONS. RUN DATE: 31-JAN-06 R -T 0.04 37 C 0.00 0.04 T -V 0.04 37 C 0.00 0.04 NOTES: CSI -Size- ----Lumber---- V -C 0.02 37 C 0.00 0.02 Trusses Manufactured by: TC 0.06 2x 4 SP-#2--------Bottom Chords--------- East Coast Lumber BC 0.13 2x 4 SP42 A -G 0.11 9 C 0.00 0.11 Analysis Conforms To: WB 0.04 2x 4 SP-#3 G -I 0.13 0 T 0.00 0.13 FBC2004 GW 0.02 2x 4 SP-#3 I -K 0.13 0 T 0.00 0.13 OH Loading K -M 0.13 0 T 0.00 0.13 Soffit psf 2.0 Brace truss as follows: M -0 0.13 0 T 0.00 0.13 Design checked for LL on BC O.C. From To 0 -S1 0.06 0 T 0.00 0.06 per BOCA (section 1606.2.3), TC Cont. 0- 0- 0 19- 6- 8 S1-Q 0.07 0 T 0.00 0.07 IBC/IRC-2003,and FBC 2004 BC Cont. 0- 0- 0 19- 6- 8 Q -S 0.13 0 T 0.00 0.13 (section 1607.1), 20.0 psf. S -U 0.13 0 T 0.00 0.13 Design checked for 10 psf non - Loading Live Dead (psf) U -W 0.13 0 T 0.00 0.13 concurrent LL on BC. TC 20.0 15.0 W -D 0.10 0 T 0.00 0.10 Refer to Gen Det 3 series for BC 0.0 5.0-------------Webs------------- web bracing and plating. Total 20.0 20.0 40.0 D -C 0.04 38 C WindLd Wind Loads - ANSI / ASCE 7-02 Spacing 24.0"----------Gable Webs---------- Truss is designed as a Main Lumber Duration Factor 1.25 G -F 0.02 144 C Wind -Force Resistance System. Plate Duration Factor 1.25 I -H 0.02 139 C Wind Speed: 120 mph TC Fb=1.15 Fc=1.10 Ft=1.10 K -J 0.02 144 C Mean Roof Height: 15-0 BC Fb=1.10 Fc=1.10 Ft=1:10 M -L 0.02 136 C Exposure Category: B 0 -N 0.02 140 C Occupancy Factor : 1.00 Q -P 0.02 140 C Building Type: Enclosed Plus 6 Wind Load Case(s) S -R 0.02 139 C Zone location: Exterior Plus 1 UBC LL Load Case(s) U -T 0.02 144 C TC Dead Load 7.0 psf W -V 0.02 121 C BC Dead Load 3.0 psf Checked for NonConcurrent 200 Max comp. force 144 Lbs Lbs Moving Point Load applied LL Defl 0.00" in W -D L/999 Quality Control Factor 1.00 at Panel Points and Mid -panel TL Defl 0.00" in A -G L/999 on BC Shear // Grain in 0 -S1 0.21 FABRICATOR NOTES: DL Defl 0.00" at L/999 1. EAST COAST LUMBER & SUPPLY Jt React Uplft Size Req'd J.C. WEBER P.E.#17455 Lbs Lbs In-Sx In-Sx Plates for each ply each face. 5285 ST. LUCIE BLVD. Cont. Brg 0- 0- 0 to 19- 6- 8 PLATING CONFORMS TO TPI. FORT PIERCE FL. 34946 1659 338 Hz = 146 REPORTS: SBCCI 9761 2. !!!CAUTION!!! READ "BCSI-B1 ROBBINS ENGINEERING, INC. SUMMARY SHEET" BEFORE Membr CSI P Lbs -Axl-CSI-Bnd BASED ON SP LUMBER HANDLING , INSTALLING & ----------Top Chords---------- USING GROSS AREA TEST. BRACING TRUSSES. A -F 0.06 100 C 0.00 0.06 Plate - LOCK 20 Ga, Gross Area 3. SEE ATTACHED DETAIL SHEET F -H 0.04 73 C 0.00 0.04 Plate - RHS 20 Ga, Gross Area FOR: 1-JACK NAILS. H -B 0.04 44 C 0.00 0.04 Jt Type Plt Size X Y JSI 2-TBRACE. 3-BEARING BLOCK. B -J 0.05 37 C 0.00 0.05 B LOCK 4.Ox 4.0 Ctr-1.0 0.68 4. DESIGNER: JLW J -L 0.05 37 C 0.00 0.05 L -N 0.04 37 C 0.00 0.04 Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:37 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2 G34 1 MONO 70000 6 0 0 ENGLE/SPF2/M#4982 HO 4-3 HO 3-10-3 TC 7-0-0 2x4 B 5x4 6. I 3-10-3 3x3 A c 3x3 I� o 4x6 W:800 HGR R: 664 R:1590 U: 115 U: 349 BC• --- 7-0-0 - - ------ --- 7-0-0 - -- - ----- ALL PLATES ARE LOCK20 Scale: 0.472" = 1' Robbins Engineering, Inc./Online P1us- A 664 115 8- 0 1- 0 Hz = -98 Online Plus -- Version 18.0.014 C 1591 349 3- 8 1-14 RUN DATE: 31-JAN-06 Hz = 185 CSI -Size- ----Lumber---- TC 0.23 2x 4 SP42 BC 0.32 2x 6 SP42 WB 0.54 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.01 7.0' BC V 0 10 0.01 7.0' BC V 848 848 5.3' CL-LB 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 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -E 0.23 992 C 0.01 0•.22 E -B 0.19 58 C 0.00 0.19 --------Bottom Chords --------- A -D 0.32 890 T 0.07 0.25 D -C 0.17 890 T 0.11 0.06 ------------- Webs ------------- D -E 0.54 1753 T E -C 0.34 1776 C C -B 0.06 22 T WindLd LL Defl -0.02" in A -D L/999 TL Defl -0.04" in A -D L/999 Shear // Grain in A -E 0.19 DL Defl 0.00"'at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI E LOCK 5.Ox 4.0-0.9-0.4 0.92 D LOCK 4.Ox 6.0 Ctr-1.6 0.94 C LOCK 3.Ox 3.0-0.5 Ctr 0.94 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 1776 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 Trusses Manufactured by: Jt React Uplft Size Req'd East Coast Lumber Lbs Lbs In-Sx In-Sx Analysis Conforms To: Robbins Engineering, Inc./Online PIUSTM O 1996.2005 Version 18.0.014 Engineering . Portrait 1/31/2006 9:32:40 AM Pagel Job SPF2 Mark HI Quan Type 1 SP Span 290000 P1-H1 6 Left OH Right 1- 2- 0 0 OH Engineering ENGLE/SPF2/M#4982 HO 4-3 HO 5-6-3 0 0 N TC 5-0-0 I _ _ _ _ 24-0-0 _~ 5.8 3x6 3x8 2x4 4x6 4x6 6 ; 8 K Sl L M C 2x4 820 O J I S2 H N IF� 3x6 3x8 3x6 6x10 m I 366 Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.59 2x 4 SP-#2 EX B -S1 2x 4 SP-SS BC 0.93 2x 4 SP-#2 CW 0.31 2x 4 SP-#3 WB 0.90 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 29- 0- 0 BC Cont. 0- 0- 0 29- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 29.0' BC V 0 10 0.0' 29.0' TC V 30 23 6.0' 11.0' BC V 0 8 6.0' 11.0' BC V 141 141 5.0' CL-LB TC V 72 72 5.0' CL-LB Robbins Engineering, Inc./Online Plus' Hz = -143 D 1320 .276 4- 0 1- 9 Hz = 219 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- * -J 0.38 3254 C 0.09 0.29 J -B 0.41 3271 C 0.08 0.33 B -K 0.66 4301 C 0.18 0.48 K -S1 0.42 3809 C 0.07 0.35 S1-L 0.38 3809 C 0.12 0.26 L -M 0.59 3784 C 0.11 0.48 M -C 0.49 1219 C 0.01 0.48 --------Bottom Chords--------- A -1 0.62 2849 T 0.30 0.32 I -S2 0.86 2966 T 0.33 0.53 S2-H 0.60 2966 T 0.54 0.06 H -F 0.93 4301 T 0.48 0.45 E -G 0.50 31 T 0.00 0.50 G -D 0.50 137 T 0.00 0.50 ---------- Chord -Webs ---------- E -F 0.31 221 T 0.00 0.31 F -L 0.06 363 C 0.06 0.00 -------------Webs------------- J -I 0.04 147 T I -B 0.11 388 T B -H 0.46 1434 T H -K 0.07 428 C K -F 0.34 530 C F -M 0.90 2822 T F -G 0.42 1317 T G -M 0.67 1630 C G -C 0.53 1662 T D -C 0.53 1295 C WindLd LL Defl -0.26" in H -F L/999 TL Defl -0.52" in H -F L/645 Shear // Grain in B -K 0.49 DL Defl -0.38" at S2 L/890 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plates for each ply each face. PLATING CONFORMS TO TPI. Checked for NonConcurrent 200 REPORTS: SBCCI 9761 Lbs Moving Point Load applied ROBBINS ENGINEERING, INC. at Panel Points and Mid -panel BASED ON SP LUMBER on BC USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Jt React Uplft Size Req'd Plate - RES 20 Ga, Gross Area Lbs Lbs In-Sx In-Sx Jt Type Plt Size X Y JSI A 1821 367 8- 0 2- 2 A LOCK 5.Ox 6.0 1.4 0.6 0.94 Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1131/2006 9:32:21 AM Page 1 B LOCK S.Ox 8.0 Ctr-0.1 0.86 M LOCK 4.Ox 6.0-1.0 Ctr 0.95 F LOCK 6.0x10.0 Ctr 1.2 0.93 G LOCK 3.0x10.0 0.5 Ctr 0.97 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/ZRC-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 Trues 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 4301 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAIL3. 2-TBRACE. 3-HEARING BLOCK. 4-. DESIGNER: JLW Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.59 2x 4 SP-#2 EX B -S1 2x 4 SP-SS BC 0.93 2x 4 SP-#2 CW 0.31 2x 4 SP-#3 WB 0.90 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 29- 0- 0 BC Cont. 0- 0- 0 29- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 29.0' BC V 0 10 0.0' 29.0' TC V 30 23 6.0' 11.0' BC V 0 8 6.0' 11.0' BC V 141 141 5.0' CL-LB TC V 72 72 5.0' CL-LB Robbins Engineering, Inc./Online Plus' Hz = -143 D 1320 .276 4- 0 1- 9 Hz = 219 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- * -J 0.38 3254 C 0.09 0.29 J -B 0.41 3271 C 0.08 0.33 B -K 0.66 4301 C 0.18 0.48 K -S1 0.42 3809 C 0.07 0.35 S1-L 0.38 3809 C 0.12 0.26 L -M 0.59 3784 C 0.11 0.48 M -C 0.49 1219 C 0.01 0.48 --------Bottom Chords--------- A -1 0.62 2849 T 0.30 0.32 I -S2 0.86 2966 T 0.33 0.53 S2-H 0.60 2966 T 0.54 0.06 H -F 0.93 4301 T 0.48 0.45 E -G 0.50 31 T 0.00 0.50 G -D 0.50 137 T 0.00 0.50 ---------- Chord -Webs ---------- E -F 0.31 221 T 0.00 0.31 F -L 0.06 363 C 0.06 0.00 -------------Webs------------- J -I 0.04 147 T I -B 0.11 388 T B -H 0.46 1434 T H -K 0.07 428 C K -F 0.34 530 C F -M 0.90 2822 T F -G 0.42 1317 T G -M 0.67 1630 C G -C 0.53 1662 T D -C 0.53 1295 C WindLd LL Defl -0.26" in H -F L/999 TL Defl -0.52" in H -F L/645 Shear // Grain in B -K 0.49 DL Defl -0.38" at S2 L/890 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plates for each ply each face. PLATING CONFORMS TO TPI. Checked for NonConcurrent 200 REPORTS: SBCCI 9761 Lbs Moving Point Load applied ROBBINS ENGINEERING, INC. at Panel Points and Mid -panel BASED ON SP LUMBER on BC USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Jt React Uplft Size Req'd Plate - RES 20 Ga, Gross Area Lbs Lbs In-Sx In-Sx Jt Type Plt Size X Y JSI A 1821 367 8- 0 2- 2 A LOCK 5.Ox 6.0 1.4 0.6 0.94 Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1131/2006 9:32:21 AM Page 1 B LOCK S.Ox 8.0 Ctr-0.1 0.86 M LOCK 4.Ox 6.0-1.0 Ctr 0.95 F LOCK 6.0x10.0 Ctr 1.2 0.93 G LOCK 3.0x10.0 0.5 Ctr 0.97 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/ZRC-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 Trues 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 4301 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAIL3. 2-TBRACE. 3-HEARING BLOCK. 4-. DESIGNER: JLW Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 29- 0- 0 BC Cont. 0- 0- 0 29- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Standard Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 29.0' BC V 0 10 0.0' 29.0' TC V 30 23 6.0' 11.0' BC V 0 8 6.0' 11.0' BC V 141 141 5.0' CL-LB TC V 72 72 5.0' CL-LB Robbins Engineering, Inc./Online Plus' Hz = -143 D 1320 .276 4- 0 1- 9 Hz = 219 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- * -J 0.38 3254 C 0.09 0.29 J -B 0.41 3271 C 0.08 0.33 B -K 0.66 4301 C 0.18 0.48 K -S1 0.42 3809 C 0.07 0.35 S1-L 0.38 3809 C 0.12 0.26 L -M 0.59 3784 C 0.11 0.48 M -C 0.49 1219 C 0.01 0.48 --------Bottom Chords--------- A -1 0.62 2849 T 0.30 0.32 I -S2 0.86 2966 T 0.33 0.53 S2-H 0.60 2966 T 0.54 0.06 H -F 0.93 4301 T 0.48 0.45 E -G 0.50 31 T 0.00 0.50 G -D 0.50 137 T 0.00 0.50 ---------- Chord -Webs ---------- E -F 0.31 221 T 0.00 0.31 F -L 0.06 363 C 0.06 0.00 -------------Webs------------- J -I 0.04 147 T I -B 0.11 388 T B -H 0.46 1434 T H -K 0.07 428 C K -F 0.34 530 C F -M 0.90 2822 T F -G 0.42 1317 T G -M 0.67 1630 C G -C 0.53 1662 T D -C 0.53 1295 C WindLd LL Defl -0.26" in H -F L/999 TL Defl -0.52" in H -F L/645 Shear // Grain in B -K 0.49 DL Defl -0.38" at S2 L/890 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plates for each ply each face. PLATING CONFORMS TO TPI. Checked for NonConcurrent 200 REPORTS: SBCCI 9761 Lbs Moving Point Load applied ROBBINS ENGINEERING, INC. at Panel Points and Mid -panel BASED ON SP LUMBER on BC USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Jt React Uplft Size Req'd Plate - RES 20 Ga, Gross Area Lbs Lbs In-Sx In-Sx Jt Type Plt Size X Y JSI A 1821 367 8- 0 2- 2 A LOCK 5.Ox 6.0 1.4 0.6 0.94 Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1131/2006 9:32:21 AM Page 1 B LOCK S.Ox 8.0 Ctr-0.1 0.86 M LOCK 4.Ox 6.0-1.0 Ctr 0.95 F LOCK 6.0x10.0 Ctr 1.2 0.93 G LOCK 3.0x10.0 0.5 Ctr 0.97 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/ZRC-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 Trues 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 4301 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAIL3. 2-TBRACE. 3-HEARING BLOCK. 4-. DESIGNER: JLW B LOCK S.Ox 8.0 Ctr-0.1 0.86 M LOCK 4.Ox 6.0-1.0 Ctr 0.95 F LOCK 6.0x10.0 Ctr 1.2 0.93 G LOCK 3.0x10.0 0.5 Ctr 0.97 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/ZRC-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 Trues 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 4301 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAIL3. 2-TBRACE. 3-HEARING BLOCK. 4-. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2 T33A 2 TR 110400 6 0 0 ENGLE/SPF2/M#4982 HO 4-3 HO 4-3 TC 5-8-0 _ _ _ 5-8-0 4x4 B 6 3-2-3 3x6 3x3 3x3 A C D 2x4 �\ W:800 W:400 Cant:B- 0 R: 475 R: 430 U: 98 U: 88 BC 11-4-0 - - 11-4-0 - - ------ - ALL PLATES ARE LCCA20 Scale: 0.533" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.26 2x 4 SP-#2 BC 0.46 2x 4 SP-#2 WB 0.08 2x 4 SP-#3 WG --- 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 4- 0 BC Cont. 0- 0- 0 11- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online P1us- C 431 89 4- 0 1- 0 Hz = 55 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.20 490 C 0.00 0.20 B -C 0.26 487 C 0.00 0.26 --------Bottom Chords --------- A -D 0.35 437 T 0.05 0.30 D -C 0.46 437 T 0.05 0.41 ------------- Webs ------------- D -B 0.08 251 T LL Defl 0.02" in D -C L/999 TL Defl -0.04" in D -C L/999 Shear // Grain in B -C 0.20 DL Defl -0.12" at D L/928 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: Jt React Uplft Size Req'd East Coast Lumber Lbs Lbs In-Sx In-Sx Analysis Conforms To: A 476 98 8- 0 1- 0 FBC2004 Hz = -54 Design checked for LL on BC Robbins Engineering, Inc./Online Plus" 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:40 AM Page 1 per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 490 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-H1 Left OH Right OH I Engineering SPF2 T33 2 TR 110400 6 1- 2- 0 1- 4- 0 ENGLE/SPF2/M#4982 3-2-3 HO 4 HO 4-3 TC 1-2-0 5-8-0 - .. - ---- - - -- -- .. - 5-8-0 - -- -- _ . .._ 1-4-0 - 4x4 s W:400 Cant:l- 0- 0 R: 587 U: 116 BC -------11-4-0'---- -- 11-4-0 ALL PLATES ARE LOCR20 Robbins Engineering, Inc./Online Plus - Hz = 55 Online Plus -- Version 18.0.014 Membr CSI P Lbs Axl-CSI-Bnd RUN DATE: 31-JAN-06 ----------Top Chords ---------- A -B 0.31 452 C 0.00 0.31 CSI -Size- ----Lumber---- B -C 0.27 442 C 0.00 0.27 TC 0.31 2x 4 SP-#2 --------Bottom Chords --------- BC 0.47 2x 4 SP-#2 A -D 0.31 396 T 0.05 0.26 WB 0.07 2x 4 SP-#3 D -C 0.47 396 T 0.05 0.42 WG --- 2x 4 SP-#3 ------------- Webs ------------- D -B 0.07 235 T Brace truss as follows: O.C. From To TC Cont. 0- 0- 0,11- 4- 0 BC Cont. 0- 0- 0 11- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC LL Defl -0.03" in D -C L/999 TL Defl -0.06" in D -C L/999 Shear // Grain in A -B 0.20 DL Defl -0.12" at D 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 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 Jt React Uplft Size Req'd Analysis Conforms To: Lbs Lbs In-Sx In-Sx FBC2004 A 587 117 4- 0 1- 0 OH Loading Hz = -54 Soffit psf 2.0 C 524 103 8- 0 1- 0 Design checked for LL on BC Robbins Engineering, Inc./Online Plus' 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/31/2008 9:32:39 AM Page 1 W:800 R: 523 U: 103 Scale: 0.470" = 1' per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 452 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Puan Type Span P1-H1 Left OH Right OH I Engineering SPF2 GE32 1 TR 110400 6 1- 2- 0 1- 2- 0 ENGLE/SPF2/M#4982 ' HO 4-Y HO 4-3 TC 1-2-0 5-8-0 578-0 1-2-0 4x4 3-2-3 BC 11-4-0 - -- 11-4-0 - ---- ALL PLATES ARE LOCK20 See Joint D For Typical Gable Plate Size and Placement Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.10 2x 4 SP42 BC 0.23 2x 4 SP42 GW 0.03 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 4- 0 BC Cont. 0- 0- 0 il- 4- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 11- 4- 0 1099 218 Hz = 55 Membr CSI P Lbs Axl-CSI-Bnd Robbins Engineering, Inc./Online Plus'" ----------Top Chords ---------- A -D 0.10 103 C 0.00 0.10 D -B 0.10 123 C 0.00 0.10 B -G 0.10 123 C 0.00 0.10 G -C 0.10 103 C 0.00 0.10 --------Bottom Chords --------- A -E 0.23 16 C .0.00 0.23 E -F 0.14 0 T 0.00 0.14 F -H 0.14 0 T 0.00 0.14 H -C 0.23 16 C 0.00 0.23 ----------Gable Webs---------- E-D 0.03 220 C F -B 0.02 66 T H -G 0.03 220 C LL Defl 0.00" in H -C L/999 TL Defl. 0.00" in A -E L/999 Shear // Grain in A -E 0.15 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: FEC2004 Scale: 0.474" = 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. 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 220 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER S SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1131/2006 9:32:39 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2 PIG-1 2 PBH 60800 6 0 0 ENGLE/SPF2/M#4982 TC i _ _270-0 -- - ...- - - -- --8-0 - - - - ---- -- 2-070 _ J 10-8 6 #4x4 #4x4 2x4 2x4 W:308 W:308 R: 207 R: 207 U: 17 U: 17 BC' 10-13 6-10-6 10-13 - - -- 6-8-0 ALL PLATES ARE LOCR20, # o PLATE SELECTED IN PLATE MONITOR Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.06 2x 4 SP42 BC 0.11 2x 4 SP42 WB 0.01 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4-10- 6 BC Cont. 0- 0- 0 4-10- 6 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 H 207 18 3- 8 1- 0 Robbins Engineering, Inc./Online P1us- B -C 0.06 39 C 0.00 0.06 C -E 0.00 35 C --------Bottom Chords --------- H -G 0.08 0 T 0.00 0.08 G -F 0.11 0 T 0.00 0.11 F -E 0.08 0 T 0.00 0.08 ------------- Webs ------------- G -B 0.01 116 C F -C 0.01 116 C LL Defl 0.00" in TL Defl 0.00" in Shear // Grain in G -F 0.14 DL Defl 0.00" at L/999 Hz Disp LL DL TL it E 0.00" 0.00" 0.00" 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 H LOCK 2.Ox 4.0 2.0 1.0 0.65 B# LOCK 4.Ox 4.0 0.3 0.6 0.50 C# LOCK 4.Ox 4.0-0.3 0.6 0.50 E LOCK 2.Ox 4.0-2.0 1.0 0.65 # = Plate Monitor used REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Cont. Brg 0- 0- 0 to 4-10- 6 NOTES: 380 83 Hz = 9 Trusses Manufactured by: E 207 18 3- 8 1- 0 East Coast Lumber Analysis Conforms To: Membr CSI P Lbs Axl-CSI-Bnd FBC2004 ----------Top Chords---------- Design checked for LL on BC H -B 0.00 35 C per BOCA•(section 1606.2.3), Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/31/2006 10:04:09 AM Page 1 Scale: 0.721" = 1' 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. 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 116 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2 PIG-2 1 PB 60800 6 0 0 ENGLE/SPF2/M#4982 TC 3-4--0- ----3-4-0 - - - U4 1-6-8 2:4 El W:308 R: 74 U: 383 BC 10-13 4 -10-6 - -- - -- 6-8-0 ALL PLATES ARE LOCK20 Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.03 2x 4 SP42 BC 0.03 2x 4 SP-#2 WB 0.01 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4-10- 6 BC Cont. 0- 0- 0 4-10- 6 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus- E 105 383G 3- 8 1- 0 G = Gravity Uplift Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.03 60 C 0.00 0.03 B -E 0.03 60 C 0.00 0.03 --------Bottom Chords --------- F -D 0.03 2 T 0.00 0.03 D -E 0.03 2 T 0.00 0.03 ------------- Webs ------------- D -B 0.61 85 C LL Def1 0.00" in D -C L/999 TL Defl 0.00" in D -C L/999 Shear // Grain in F -B 0.07 DL Defl 0.00" at L/999 Hz Disp LL DL TL Jt F 0.00" 0.00" 0.00" 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 F LOCK 2.Ox 4.0 2.0 1.0 0.65 E LOCK 2.Ox 4.0-2.0 1.0 0.65 REFER TO ROBBINS ENG. GENERAL Jt React Uplft Size Req'd NOTES AND SYMBOLS SHEET FOR Lbs Lbs In-Sx In-Sx ADDITIONAL SPECIFICATIONS. F 75 383G 3- 8 1- 0 Cont. Brg 0- 0- 0 to 4-10- 6 NOTES: 850 229 Hz = 22 Trusses Manufactured by: Robbins Engineering. Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:42 AM Page 1 W:308 R: 104 U: 383 10-13 - ' Scale: 0.670" = 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. 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 85 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engi,ieeriitg SPF2 HV20 1 VLHP.SB 200000 6 0 0 ENGLE/SPF2/M#4982 TC 5-8-0 8-8-0 _ 5-8-0 - 4x4►2x4 4x4 B E G I C 6 2-10-0 3x4 3x4 A D L F H J 5x6 SPL BC - - 20-b-Q -- - - - - - 20-0-0 _ ALL PLATES ARE LOCK20 See Joint E For Typical Gable Plate Size and Placement Scale: 0.327" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.24 2x 4 SP-#2 BC 0.28 2x 4 SP-#2 GW 0.05 2x 4 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 20- 0- 0 BC Cont. 0- 0- 0 20- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 20- 0- 0 1501 309 Hz = 56 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.24 148 C 0.00 0.24 Robbins Engineering, Inc./Online Plus' E -G 0.18 123 C 0.00 0.18 G -I 0.18 123 C 0.00 0.18 C -D 0.24 148 C 0.00 0.24 --------Bottom Chords --------- * -F 0.28 0 T 0.00 0.28 F -H 0.27 0 T 0.00 0.27 H -J 0.27 0 T 0.00 0.27 J -D 0.28 0 T 0.00 0.28 ----------Gable Webs ---------- F-E 0.04 237 C H -G 0.05 291 C J -I 0.04 237 C LL Defl 0.04" in J -D L/999 TL Defl 0.03" in J -D L/999 Shear // Grain in A -B 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 Gar Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI B LOCK 4.Ox 4.0 Ctr-1.0 0.68 C LOCK 4.Ox 4.0 Ctr-1.2 0.68 H LOCK 5.Ox 6.0 Ctr-0.5 0.57 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section-1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 291 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 1996r2005 Version 18.0.014 Engineering - Portrait 1131/2006 9:32:42 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SPF2 HV16 1 VLHP. SB 160000 6 0 0 ENGLE/SPF2/M#4982 2-10-0 TC ! 5-8-0 - 4-8-0 - _. -- - 5-8-0. -- --- - J 4x4 4x4 F HSPL J 4x4 I BC. - - 16-0-0 --- - - 16-0-0 - --- --- - - ALL PLATES ARE LOCK20 See Joint E For Typical Gable Plate Size and Placement Scale: 0.404" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.09 2x 4 SP-#2 BC 0.26 2x 4 SP-#2 GW 0.03 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 16- 0- 0 BC Cont. 0- 0- 0 16- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 16- 0- 0 1181 243 Hz = 52 Robbins Engineering, Inc./Online Plus' E -B 0.08 224 C 0.00 0.08 B -G 0.09 188 C 0.00 0.09 G -C 0.09 188 C 0.00 0.09 C -I 0.08 224 C 0.00 0.08 I -D 0.08 209 C 0.00 0.08 --------Bottom Chords --------- A -F 0.15 0 T 0.00 0.15 F -H 0.26 0 T 0.00 0.26 H -J 0.26 0 T 0.00 0.26 J -D 0.15 0 T 0.00 0.15 ----------Gable Webs ---------- F-E 0.03 191 C H -G 0.03 201 C J -I 0.03 191 C LL Defl 0.01" in J -D L/999 TL Defl 0.01" in J -D L/999 Shear // Grain in A -F 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 B LOCK 4.Ox 4.0 Ctr-1.0 0.63 C LOCK 4.Ox 4.0 Ctr-1.2 0.63 H LOCK 4.Ox 4.0 Ctr-1.0 0.52 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 A -E 0.08 209 C 0.00 0.08 Analysis Conforms To: Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1131/2006 9:32:43 AM Page 1 4 FBC2004 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 224 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER b SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2 HV12 1 VL . SB 120000 6 0 0 ENGLE/SPF2/M#4982 T_C -, 8- 0 3x4 B 2-10-0 D *2x4 BC- - - 12-0-0 - ALL PLATES ARE LOCK20 See Joint D For Typical Gable Plate size and Placement Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.24 2x 4 SP-#2 BC 0.27 2x 4 SP-#2 GW 0.04 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 12- 0- 0 BC Cont. 0- 0- 0 12- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 12- 0- 0 861 177 Hz = 53 Robbins Engineering, Inc./Online Plus" Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.24 112 C 0.00 0.24 B -C 0.24 112 C 0.00 0.24 --------Bottom Chords --------- A -D 0.27 0 T 0.00 0.27 D -C 0.27 0 T 0.00 0.27 ----------Gable Webs---------- D-B 0.04 233 C LL Defl 0.04" in D -C L/999 TL Defl 0.03" in D -C L/999 Shear // Grain in A -B 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 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. 3 Scale: 0.529" = 1' Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 233 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/312006 9:32:43 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2 1 1 VL.SB 110209 6 0 0 ENGLE/SPF2/M#4982 TC. 5-7-5 -- - - - - - 5-7-4 - 4x4 2-9-10 u •2x4 EC - --- - -- - --- 11-2=g ----------- - - - - 11-2-9 - -- ALL PLATES ARE LOCFC20 See Joint D For Typical Gable Plate Size and Placement Robbins Engineering, Inc./Online Plus- ---------- Top Chords ---------- A -B 0.20 102 C 0.00 0.20 Online Plus -- Version 18.0.014 B -C 0.20 102 C 0.00 0.20 RUN DATE: 31-JAN-06 --------Bottom Chords --------- A -D 0.25 0 T 0.00 0.25 CSI -Size- ----Lumber---- D -C 0.25 0 T 0.00 0.25 TC 0.20 2x 4 SP42 ----------Gable Webs ---------- BIC 0.25 2x 4 SP-#2 D -B 0.03 216 C GW 0.03 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 2- 9 BC Cont. 0- 0- 0 11- 2- 9 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) LL Defl 0.03" in D -C L/999 TL Defl 0.02" in D -C L/999 Shear // Grain in A -D 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 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd Design checked for LL on BC Lbs Lbs In-Sx In-Sx per BOCA (section 1606.2.3), Cont. Brg 0- 0- 0 to 11- 2- 9 IBC/IRC-2003,and FBC 2004 798 164 Hz = 49 (section 1607.1), 20.0 psf. Design checked for 10 psf non- Membr CSI P Lbs Axl-CSI-Bnd concurrent LL on BC. Robbins Engineering. Inc./Online Plus"' 0 1996.2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:44 AM Pagel Scale: 0.562" = 1' Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 216 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & 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 SPF2 I V8 2 VL. SB 80000 6 0 0 ENGLE/SPF2/M#4982 TC. 4-0-0 - -- - - ----- -- -4-0-0 --- 4x4 2-0-0 u *2x4 zo 4`1 i BC t 8-0-0 - ---- 8-0-0 -- - - ALL PLATES ARE LOCE20 See Joint D For Typical Gable Plate Size and Placement Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.07 2x 4 SP-#2 BC 0.13 2x 4 SP-#2 GW 0.02 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 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Robbins Engineering, Inc./Online Plus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.07 62 C 0.00 0.07 B -C 0.07 62 C 0.00 0.07 --------Bottom Chords --------- A -D 0.13 0 T 0.00 0.13 D -C 0.13 0 T 0.00 0.13 ----------Gable Webs---------- D-B 0.02 145 C LL Defl 0.01" in D -C L/999 TL Defl 6.01" in D -C L/999 Shear // Grain in A -D 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. Checked for NonConcurrent 200 Lbs Moving Point Load applied NOTES: at Panel Points and Mid -panel Trusses Manufactured by: on BC East Coast Lumber Analysis Conforms To: Jt React Uplft Size Req'd FBC2004 Lbs Lbs In-Sx In-Sx Design checked for LL on BC Cont. Brg 0- 0- 0 to 8- 0- 0 per BOCA (section 1606.2.3), 541 112 Hz = 33 IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus"' m 1996-2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:44 AM Page 1 Scale: 0.719" = 1' Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 145 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST.COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2 V4 3 VL . SB 40000 6 0 0 ENGLE/SPF2/M#4982 TC. 2-070 -'----------. ._ 2-0-0 _. 1-0-0 6 4x4 2x4 / \ / \ / \ 2x4 BC- 4-0-0 - - - ------ ALL PLATES ARE LOCA20 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: 31-JAN-06 DL Defl 0.00" at L/999 CSI -Size- ----Lumber---- TC 0.00 2x 4 SP-#2 BC 0.01 2x 4 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4- 0- 0 BC Cont. 0- 0- 0 4- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type 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 Ax1-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 PlusTM O 1996-2005 Version 18.0.014 Engineering - Portrait 1/312006 9:32:45 AM Page 1 ' Scale: 0.888" = 1' Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp, force 74 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2 MV8 1 VLM. SB 80000 6 0 0 ENGLE/SPF2/M#4982 SO 4-0-0 Tc. - - -- 5-0-0 -- ---- - -' - 2x4 4-0-0 e sc - 8-0-0 ALL PLATES ARE LOCR20 See Joint D For Typical Gable Plate Size and Placement Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.15 2x 4 SP-#2 BC 0.26 2x 4 SP42 WB 0.09 2x 4 SP43 GW 0.04 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 Robbins Engineering, Inc./Online Plus" Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -D 0.15 130 C 0.00 0.15 D -B 0.15 79 C 0.00 0.15 --------Bottom Chords --------- * -E 0.17 0 T 0.00 0.17 E -C 0.26 0 T 0.00 0.26 ------------- Webs ------------- C -B 0.09 100 C WindLd ----------Gable Webs---------- E-D 0.04 273 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 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Checked for NonConcurrent 200 ADDITIONAL SPECIFICATIONS. Lbs Moving Point Load applied at Panel Points and Mid -panel NOTES: on BC Trusses Manufactured by: East Coast Lumber Jt React Uplft Size Req'd Analysis Conforms To: Lbs Lbs In-Sx In-Sx FBC2004 Cont. Brg 0- 0- 0 to 8- 0- 0 Design checked for LL on BC 591 122 Hz = 199 per BOCA (section 1606.2.3), Robbins Engineering. Inc./Online Plus"' 0 1996.2005 Version 18.0.014 Engineering -Portrait 1/312006 9:32:45 AM Pagel Scale: 0.482" = 1' IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 273 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 Job Mark Quan Type Span P1-H1 Left OH Right OR Engineering SPF2 MV6 1 VLM. SB 60000 6 0 0 ENGLE/SPF2/M#4982 3-0-0 TC - - - - - - -- 6-0-0 E BC _ HO 3-0-0 - - 6-0-0 - -- - -- --- ALL PLATES ARE LOCtt20 See Joint D For Typical Gable Plate Size and Placement Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.07 2x 4 SP-#2 BC 0.16 2x 4 SP42 WB 0.04 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 91 C 0.00 0.07 D -B 0.07 56 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 0.04 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 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 Cont. Brg 0- 0- 0 to 6- 0- 0 Design checked for LL on BC 431 89 Hz = 143 per BOCA (section 1606.2.3), Robbins Engineering, Inc./Online Plus"" 0 1996-2005 Version 18.0.014 Engineering • Portrait 1/312006 9:32:48 AM Pagel 2x4 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: 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 192 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering SPF2 MV4 2 VLM. SE 40000 6 0 0 ENGLE/SPF2/M#4982 Ho 2-0-0 • TC 4-0-0 2x4 6 2-0-0 A c x4 47 / J 1 Bc; - - - 4=o_0 - - - - 4-0-0 -- - - - -- ALL PLATEs ARE LOCK20 Scale: 0.757" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.08 2x 4 SP-#2 BC 0.14 2x 4 SP-#2 WB 0.01 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4- 0- 0 BC Cont. 0- 0- 0 4- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Robbins Engineering, Inc./Online P1us- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.08 42 C 0.00 0.08 --------Bottom Chords --------- A -C 0.14 0 T 0.00 0.14 ------------- Webs ------------- C -B 0.01 90 C WindLd LL Defl 0.00" in A -C L/999 TL Defl 0.00" in A -C L/999 Shear // Grain in A -C 0.23 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Checked for NonConcurrent 200 Trusses Manufactured by: Lbs Moving Point Load applied East Coast Lumber at Panel Points and Mid -panel Analysis Conforms To: on BC FBC2004 Design checked for LL on BC Jt React Uplft Size Req'd per BOCA (section 1606.2.3), Lbs Lbs In-Sx In-Sx IBC/IRC-2003,and FBC 2004 Cont. Brg 0- 0- 0 to 4- 0- 0 (section 1607.1), 20.0 psf. 335 56 Hz = 87 Design checked for 10 psf non - concurrent LL on BC. Robbins Engineering. Inc./Online Plus" 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:46 AM Pagel 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 90 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering SPF2 MV2 2 VLMA. SB 20000 6 0 0 ENGLE/SPF2/M#4982 HO 1-0-0 t TC, ---'- ---- -2-0-0 Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.00 2x 4 SP-#2 BC 0.00 2x 4 SP42 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 a. _r.. e' Eld i --- -- 2=0=0 - - ----- - ALL PLATES ARE LOCK20 2x4 Robbins Engineering, Inc./Online Plus'" Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.00 13 C --------Bottom Chords --------- A -C 0.00 0 T ------------- Webs ------------- C -B 0.00 36 C WindLd LL Defl 0.00" in C -C L/999 TL Defl 0.00" in C -C L/999 Shear // Grain in C -B 0.03 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gat, Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. 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 24 Hz = 31 Design checked for 10 psf non - concurrent LL on BC. Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/312008 9:32:47 AM Page 1 Scale: 0.859" = 1 Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 36 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST.,LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SPF2 Mark HJ7 Quan 4 Type Span P1-H1 Left OH MONO 91013 4.243 1- 7-13 Right OH 0 Engineering ENGLE/SPF2/M#4982 9O 3-14 BO 3-9-14 TC 1-7-13 _ _ _ 9-10_13 t 2x4 B 4.243' 2x4 D W 108 3-9-14 IR: 288 U: 106 3x3 A C 3x3 W:1105 W:106 R: 501 R: 397 U: 88 U: 37 BC -- - -----. 9-10-13 - --- - - - --- -- --, - -- 9-10-13 - ALL PLATES ARE LOCE20 Scale: 0.461" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.54 2x 4 SP-#2 BC 0.92 2x 4 SP-#2 WB 0.29 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9-10-13 BC Cont. 0- 0- 0 9-10-13 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 9.9' BC V 0 10 0.0' 9.9' TC V -40 -30 0.0' 45 34 9.9' BC V 0 -10 0.0' 0 11 9.9' Plus 5 Wind Load Case(s) . Plus 1 UBC LL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Robbins Engineering, Inc./Online Plus' Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 502 89 11- 5 1- 0 Hz = -94 B 288 107 1- 8 1- 0 Hz = 193 C 398 37 1- 8 1- 0 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -D 0.54 714 C 0.00 0.54 D -B 0.54 113 T 0.00 0.54 --------Bottom Chords --------- A -C 0.92 721 T 0.13 0.79 ------------- Webs ------------- D -C 0.29 770 C C -B 0.07 0 T WindLd LL Defl -0.24" in A -C L/443 TL Defl -0.36" in A -C L/292 Shear // Grain in D -B 0.34 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 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 Girder King Jack Loading TC and BC Setback 7- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 770 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY 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 1/31/2006 9:32:47 AM Page 1 Jab SPF2 Mark HJS Quan 1 Type Span P1-H1 Left OH MONO 70014 4.243 1- 7-13 Right "tigineering 0 ENGLE/SPF2/M#4982 HO 3-14 HO 2-9-14 1 Tc 1-7-13 _. _ - -- - - 7-0714 - 2x4 B 4.243� 2x4 D 2-9-14 W 108 R: 144 2x4 U: 51 A C 2x4 xx 11 i� i W:1105 W:108 R: 357 R: 281 U: 69 U: 15 aC i - 7-0-14 - - -- - 7-0-14 - ALL PLATES ARE LoCK20 Scale: 0.561" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.28 2x 4 SP42 BC 0.55 2x 4 SP-#2 WB 0.09 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0-14 BC Cont. 0- 0- 0 7- 0-14 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Load Case # 1 Girder Loading Lumber Duration Factor 1.25 Plate Duration Factor 1.25 plf - Live Dead From To TC V 40 30 0.0' 7.1' BC V 0 10 0.0' 7.1' TC V -40 -30 0.0' 17 12 7.1' BC V 0 -10 0.0' 0 4 7.1' Robbins Engineering, Inc./Online Plus' Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 358 69 11- 5 1- 0 Hz = -64 B 145 52 1- 8 1- 0 Hz = 114 C 281 16 1- 8 1- 0 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -D 0.28 376 C 0.00 0.28 D -B 0.21 65 T 0.00 0.21 --------Bottom Chords --------- A -C 0.55 389 T 0.07 0.48 ------------- Webs ------------- D -C 0.09 417 C C -B 0.03 0 T WindLd LL Defl -0.04" in A -C L/999 TL Defl -0.06" in A -C L/999 Shear // Grain in A -C 0.29 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Gar Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) NOTES: Trusses Manufactured by: Checked for NonConcurrent 200 East Coast Lumber Lbs Moving Point Load applied Analysis Conforms To: at Panel Points and Mid -panel FBC2004 on BC Girder King Jack Robbins Engineering, Inc./Online Plus- 0 1996.2005 Version 18.0.014 Engineering - Portrait 1131/2006 9:32:47 AM Page 1 Loading TC and BC Setback 5- 0- 0 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003,and FBC 2004 (section 1607.1), 20.0 psf. Design checked for 10 psf non - concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 417 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SPF2 Mark EJ% Quan 15 Type Span P1-H1 ENDJO 70000 6 Left OH Right OH 1- 2- 0 0 Engineering ENGLE/SPF2/M#4982 HO 4-3 HO 3-10-3 I TC 1-2-0 _ - --- - - 7_0-0 B W:108 3-10-3 R: 215 U: 93 2x4 A C W:800 W:108 R: 377 R: 243 U: 39 BC -- - - -- - - 7-0_0 - - - 7-0-0 - -- - ALL PLATES ARE LOCK20 Scale: 0.481" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.55 2x 4 SP-#2 BC 0.67 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 .40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Robbins Engineering„ Inc./Online Plus - Hz = 86 G = Gravity Uplift Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.55 62 C 0.00 0.55 --------Bottom Chords --------- A -C 0.67 85 T 0.00 0.67 LL Defl -0.08" in A -C L/967 TL Defl -0.17" in A -C L/435 Shear // Grain in A -B 0.28 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 Lbs Moving Point Load applied NOTES: at Panel Points and Mid -panel Trusses Manufactured by: on BC East Coast Lumber Analysis Conforms To: Jt React Uplft Size Req'd FBC2004 Lbs Lbs In-Sx In-Sx OH Loading A 377 39 8- 0 1- 0 Soffit psf 2.0 Hz = 126 Design checked for LL on BC B 215 94 1- 8 1- 0 per BOCA (section 1606.2.3), C 244 OG 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:48 AM Page 1 (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 62 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER S SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SPF2 Mark EJ7A Quan 3 Type Span Pl-H1 MONO 70000 6 Left OH Right OH 0 0 Engineering ENGLE/SPF2/M#4982 HO 4-3 SO 3-10-3 TC 7-0-0. ` ._-- IS6I W:108 3-10-3 R: 215 U: 93 2:4 A �jC W:800 i W:108 R: 281 R: 243 U: 23 BC-- _.. --- -- 7-0-0 -- ----r ALL PLATES ARE LOCK20 Scale: 0.481" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.55 2x 4 SP-#2 BC 0.67 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Robbins Engineering, Inc./Online Plus'" Hz = 86 G = Gravity Uplift Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.55 62 C 0.00 0.55 --------Bottom Chords --------- A -C 0.67 85 T 0.00 0.67 LL Defl -0.08" in A -C L/967 TL Defl -0.17" in A -C L/435 Shear // Grain in A -B 0.28 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 Lbs Moving Point Load applied NOTES: at Panel Points and Mid -panel Trusses Manufactured by: on BC East Coast Lumber Analysis Conforms To: Jt React Uplft Size Req'd FBC2004 Lbs Lbs In-Sx In-Sx Design checked for LL on BC A 281 24 8- 0 1- 0 per BOCA (section 1606.2.3), Hz = 126 IBC/IRC-2003,and FBC 2004 B 215 94 1- 8 1- 0 (section 1607.1), 20.0 psf. C 244 OG 1- 8 1- 0 Design checked for 10 psf non - Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/312006 9:32:48 AM Page 1 concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 62 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER fi 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 fi 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 SPF2 EJS 4 ENDJO 50000 6 1- 2- 0 0 ENGLE/SPF2/M#4982 HO 4-3 HO 2-10-3 TC 1-2-0 5-0-0 2-10-3 W:800 R: 300 U: 31 BC- ------ Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.27 2x 4 SP-#2 BC 0.43 2x 4 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 0- 0 BC Cont. 0- 0- 0 5- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) 8 i3 i6 W:108 R: 230 ---- 5-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus'" Hz = 61 G = Gravity Uplift Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.27 44 C 0.00 0.27 --------Bottom Chords --------- A -C 0.43 61 T 0.00 0.43 LL Defl -0.02" in A -C L/999 TL Defl -0.04" in A -C L/999 Shear // Grain in A -B 0.19 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area 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 300 32 8- 0 1- 0 Soffit psf 2.0 Hz = 90 Design checked for LL on BC B 153 67 1- 8 1- 0 per BOCA (section 1606.2.3), C 231 OG 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 Robbins Engineering, Inc./On ine Plus- 0 1996.2005 Version 18.0.014 Engineering -Portrait 1/31/2006 9:32:49 AM Pagel Scale: 0.603" = 1' (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 44 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Jab SPF2 __F_ Mark CJS Quan Type 8 ENDJO Span P1-H1 50000 6 Left OH Right OH 1- 2- 0 0 Engineering ENGLE/SPF2/M#4982 HO 4-3 HO 2-10-3 TC. 172-0 _ _ V_ _ _ 5-0-0 6 2-10-3 W:108 R: 153 U: 66 2x4 A W:800 W:108 R: 300 R: 230 U: 31 --- BC --- --- - ---- 5-0-0 - ---- --• I r -- --- - - 5-0-0 ALL PLATES ARE LOCK20 Scale: 0.603" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.27 2x 4 SP-#2 BC 0.43 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 0- 0 BC Cont. 0- 0- 0 5- 0- 0 Loading Live Dead (psf) TC 20.0 15.0 BC 0.0 5.0 Total 20.0 20.0 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Robbins Engineering, Inc./Online Plus - Hz = 61 G = Gravity Uplift Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.27 44 C 0.00 0.27 --------Bottom Chords --------- A -C 0.43 61 T 0.00 0.43 LL Defl -0.02" in A -C L/999 TL Defl -0.04" in A -C L/999 Shear // Grain in A -B 0.19 DL Defl 0.00" at L/999 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size R Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 Lbs Moving Point Load applied NOTES: at Panel Points and Mid -panel Trusses Manufactured by: on BC East Coast Lumber Analysis Conforms To: Jt React Uplft Size Req'd FBC2004 Lbs Lbs In-Sx In-Sx OH Loading A 300 32 8- 0 1- 0 Soffit psf 2.0 Hz = 90 Design checked for LL on BC B 153 67 1- 8 1- 0 per BOCA (section 1606.2.3), C 231 OG 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 Robbins Engineering, Inc./Online Plus"' 0 1996-2005 Version 18.0.014 Engineering - Portrait 1131/20069:32:49 AM Page 1 (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 44 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job SPF2 Markuan C.I3 Q to Type Span P1-H1 ENDJO 30000 6 Left OH Right OH 1- 2- 0 0 Engineering ENGLE/SPF2/M#4982 HO 4-3 SO 1-10-3 TC 1-2-0 _ _ 3-070 - - 6' 1-10-3 2A A is W:108 R: 91 U: 40 I I I W:800 W:108 R: 262 R: 218 U: 24 BC, _.3_0_0 - - 3-0-0 ALL PLATES ARE LOCA20 Scale: 0.643" = 1' Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.10 2x 4 SP-#2 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) Robbins Engineering, Inc./Online Plus - Hz = 36 G = Gravity Uplift Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.10 26 C 0.00 0.10 --------Bottom Chords --------- A -C 0.22 36 T 0.00 0.22 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 Lbs Moving Point Load applied NOTES: at Panel Points and Mid -panel Trusses Manufactured by: on BC East Coast Lumber Analysis Conforms To: Jt React Uplft Size Req'd FBC2004 Lbs Lbs In-Sx In-Sx OH Loading A 262 25 8- 0 1- 0 Soffit psf 2.0 Hz = 53 Design checked for LL on BC B 92 40 1- 8 1- 0 per BOCA (section 1606.2.3), C 218 OG 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 Robbins Engineering, Inc./Online PlusI" O 1996-2005 Version 18.0.014 Engineering - Portrait 1/31/2006 9:32:50 AM Page 1 (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 26 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering SPF2 CJI 10 ENDJO 10000 6 1- 2- 0 0 ENGLE/SPF2/M#4982 Online Plus -- Version 18.0.014 RUN DATE: 31-JAN-06 CSI -Size- ----Lumber---- TC 0.03 2x 4 SP-#2 BC 0.04 2x 4 SP42 10-3 So 4-3 Bo 10-3 TC, - - 1-2-0____ - _ _1-0-0 - 6 C Ll W:108 IR:' �48 IU:, '10 W:800 W:108 R: 235 R: 205 U: 18 U: 1 BC' - -- -----� - 1-0-0 i- 1-0-0 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus" Hz = 11 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.03 18 T 0.00 0.03 --------Bottom Chords --------- A -C 0.04 10 T 0.00 0.04 LL Defl 0.00" in A -C L/999 Brace truss as follows: TL Defl 0.00" in A -C L/999 O.C. From To Shear // Grain in A -C 0.06 TC Cont. 0- 0- 0 1- 0- 0 DL Defl 0.00" at L/999 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) Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Gar Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Checked for NonConcurrent 200 NOTES: Lbs Moving Point Load applied Trusses Manufactured by: at Panel Points and Mid -panel East Coast Lumber on BC Analysis Conforms To: FBC2004 Jt React Uplft Size Req'd OH Loading Lbs Lbs In-Sx In-Sx Soffit psf 2.0 A 235 19 3- 8 1- 0 Design checked for LL on BC Hz = 16 per BOCA (section 1606.2.3), B 48 10 1- 8 1- 0 IBC/IRC-2003,and FBC 2004 C 205 2 1- 8 1- 0 (section 1607.1), 20.0 psf. Robbins Engineering, Inc./Online Plus- 0 1996-2005 Version 18.0.014 Engineering - Portrait 1/31r2006 9:32:50 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: 15-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 7.0 psf BC Dead Load 3.0 psf Max comp. force 6 Lbs Quality Control Factor 1.00 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: JLW 0 0 1 0 cI 50-0-0 r - 60— 10-0-0 �gin 19-8-0 20-4-0 B;a loin r 50-0-0 J 0 c6 0 0 1 CV 00 rn SPRINGFIELD ELEVATION #2 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 MATH THE FLORIDA BUILDING CODE 20D4. ALL OTHER BUILDING CODE DESIGN REQUIREMENTS ARE BY OTHERS. 2255 AVOCADO AVE. MELB., FL. 32935 ® OFFICE: (321)254-1581 FAX: (321)254-1582 Fr. PIERCE FL. 4946 OFFICE: T(772) 66 L24D80 FAX: (772) 663 5336 *BUILDER'S WARNING* * THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. * FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI-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 ENGINEERINI DEPARTMENT APPROVES THEM IN ADVANCE. • 1 1 PLATE HT. 3 1 ! PLATE 0-4-3 14 8 DRAWN BY: ACJ ' " ACAD BY: KSM DESIGN CRITERIA COUNTY: — CODE: FBC—ASCE 7 LOADING: TILE MWF SPEED: 120 N.P.H. SCALE: 1/8' = V—O" EXPOSURE CATEGORY = 8 MEAN HEIGHT: 1,"-0' IMPORTANCE FACTOR. = 1 BUILDING TYPE: = ENCLOSED TRUSS SPACING 24" O.C. EXCEPT AS NOTED GRAVITY LOADS FLOOR. ROOF TC UV<: 40psf TC LIVE: 20psf TC DEAD: IOpsf TC DEAD: 15psf BC UVE: OOpsf BC UVE: 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 TABL 1607A.27 FRC TABLE R301.4 (NOTE B•G.H) NON —CONCURRENT BC MOVING LL 2001 FBC TABLE 1607.1.31 DEFINITIONS MWF = MAIN WIND FORCE TC :TOP CHORD BC. = BOTTOM CHORD LL = LIVE LOAD DL - DEAD LOAD psf = POUNDS PER SQUARE FO01 € = POUNDS