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Home My WebLink About144 Wilson Bay Ct 05-1585 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBEI Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # 05-1 DATE N PERMIT DESCRIPTION `- C PERMIT VALUATION SQUARE FOOTAGE t7 C7 th in cn Fi i I City of Sanford Certificate of Occupancy This is to certify that the building located at 144 Wilson Bay Ct. for which permit number 05- 1585 has heretofore been issued on March 2, 2005 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 complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Building: B. Oden 08/24/05 Engineering: G. Hyatt 08/22/05 Public Works: J. Crumpton 08/23/05 Utilities: R. Blake 08/23/05 Fire Department: Zoning: Conditions (if blank, no conditions apply) Centex Homes YV1Q 08/25/05 Property Owner Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PER MIT #: ADDRESS: CONTRACTOR: PHONE #: New Single Family **** 08/22/05 05-1585 144 Wilson Bay Ct Centex Rob 321-229-1903 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Z 0 Engineering Fire Public Works Utilities Zoning lLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PER MIT #: New Single Family **** 08/22/05 05-1585 ADDRESS: 144 Wilson Bay Ct CONTRACTOR: Centex PHONE #: Rob 321-229-1903 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering OFire ublic Works bu0s Zoning _ OUtilities OlLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY =. REQUEST FOR FINAL INSPECTI2N e to I I I New Single Family **** I I Ig DATE: 08/22/05 PER MIT #: 05-1585 C y C I V I Uj i U h E I I ADDRESS: 144 Wilson Bay Ct I CONTRACTOR: Centex " CL® u PHONE #: Rob 321-229-1903 CL CL 2! The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works Fire Zoning s lLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD r Address Misc. Information Inquiry r Location ID . . . . . . . 274655 Parcel Number . . . . . 22.19.30.503-0000-2550 Alternate location ID . . Location address . . . . 140 WILSON BAY CT Primary related party . : Type options, press Enter. 5 View detail Opt Description PLANNING & ZONING COMMENT CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES Free -form information PRESERVE AT LAKE MONROE PHASE 2 SW DEV FEE $1700.00 WA DEV FEE $650.00 BP05-1605 PD 3-2-05 SEE REC#7522 3/4"WA METER SET FEE $190.00 PD 3-4-05 REC#7522 F2 Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel 8/23/05 15:37:26 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 r NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: ELEVATION CERTIFICATEi Important Read the instructions c in pages 1- 7. SECTION A - PROPERTY OWNE • INFORMATION For Inmianoe Caripany use: BUILDING OWNER'S NAME Policy Number CENTEX BUILDING STREET ADDRESS (Including Apt, Unit, Suite, arid/or Bldg. No.) OR P.O. ROI JTE AND BOX NO. Company NAIC Number 144 WILSON BAY COURT CITY STAT ZIP CODE SANFORD FL 9 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Descdpb n, etc.) LOT 253, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comm6rft area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): tt#° - ##' - ##.##" or ##.##### NAD 1927 NAD 1983 1 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NRP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE LCITYOF SANFORD 120294 SEMINOLE FLORIDA 134. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 86. FIRM INDEX DATE EFFECTIVEIREVI ED DATE ]: E.FLOO:D ZONE(S) ZaraAO, use depth of tbo ft 12117CO035 E 4/17/95 4/17195 N/A o r u. rnorcaie me source or me base moos ttevanon (bi-t) data or base flood depth entered in 89. FIS Profile ® FIRM Community Determined E Other (Describe): B11. Indicate the elevation datum used for the BFE in 69: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise ProtectArea (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION C1. Building elevations are based on: Construction Drawings' Building Under Const on' ® Finished Constnrcfion A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most sirn1ar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, R/A1-A30, AR/AH, AR/AO Complete Items C3: a4 below according to the building diagram specified in Item C2. State the used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum rsion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. ' Datum NGVD 29 Conversion/Comments NONE Elevation reference mark used —Does the elevation reference mark used appear on the FIRM? as ®No a) Top of bottom floor (including basement or enclosure) 20. 7 ft.(m) d b) Top of next higher floor 30.2 ft.(m) c) Bottom of lowest horizontal structural member (V zones only) NIA. ft.(m) 2 o 0 d) Attached garage (top of slab) 20. 4 ft.(m) E e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) f) Lowest adacent (finished) grade (LAG) 19.9 ft.(m) z' 2)in0 g) Highest adjacent (finished) grade (HAG) 20. PA(m) 0 h) No. m of permanent openings (flood vents) within 1 ft. above adacent grade 0 t i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect auth rized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best cflorts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 1 d. U.S. Code. Section 1001. CERTIFIER' S NAME: JAMES J. JILES I LICENSE NUMBER: 4997 TITLE: LAND SURVEYOR & MAPPER NAME: AMERICAN SURVEYING & MAPPING, INC. AUUHESS CITY STATE ZIPCODE 1030 N. ORLANOD AVENUE, SUITE B WINTE I PARK FL 32789 SIGNATURE DATE TELEPHONE 8t18% ( 407) 426.7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the comespondng information from Section A. j For hmrance Canpany use: BUILDING STREET ADDRESS ftkjcUng Apt, Unit, Sub, arrdna Bldg. No.) 08 P.O. ROUTE AND BOX NO. 144 WILSON BAY COURT Poky Nurber CITY STATE SANFORD FL ZIP CODE 321M Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECTjCERTIFICATION CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and 3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), compete Items E1 through E4. If the Elevation Certificate is inte ' Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certi icale represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) natural grade, if available). E3. For Building Diagrams 6.8 with openings (see page 7), the next higher floor or elevated floor (elevation I) grade. Complete items C3.h and C3.i on front of form. E4. The top of the 0atform of machinery ardor equipment servicing the building is _ ft.(m) _in.(c m) natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in ao= Yes No Unknown. The local official must certify this information in Section G. for use as supporting information for a LOMA a LOMR-F, is being completed — see pages 6 and 7. If no diagram accurately above or below (check one) the highest adacent grade. (Use of the building is _ ft.(m) _in.(cm) above the highest ac acent above or below (check one) the highest adacernt grade. (Use dance with the oommunity's floodplain management ordnance? SECTION F - PROPERTY OWNER (OR OWNER'S REPR ESENTATIVE) CERTIFICATION _ The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the C3.i only), and E for Zane A (without a FEMAwissued or community - of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION OPTIONAL) The local official who is authorized bylaw or ordnance to administer the community's floodplain management Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and emIx or local law to certify elevation information. (Indicate the source and date of the elevation data in t G2. A community official completed Section E for a building located in Zone A (without a FEMA-issuec G3. The following information (Items G4-G9) is provided for community floodpWn management pu ordnance can complete Sections A, B, C (or E), and G of this Elevation ssed by a licensed surveyor, engineer, or architect who is authorized by state ie Comments area below.) or community -issued BFE) or Zone AO. 11 . G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE10CCUPANCY ISSUED G7. This permit has been issued for. New Cormtruction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: ft.(m) Datum: ft.(r) Datum: LOCAL OFFICIAL'S NAME I E COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here d attachments FEMA Form 81-31, January 2003 1 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 253, PRESERVE AT LAKE MbNROE, UNIT 2 AS RECORDED IN PLAT BOOK 66, PAGES 10-11 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA r-30' GRAPHIC SCALE 0 is 30 NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LOT 254 O O 1n N LOT 11 PLAT OF THE FLORIDA LAND AND COLONIZATION COMPANY'S CELERY PLANTATION PLAT BOOK 1, PAGE 129 WALK IS 1.4'IOFF, PI _ 81.80' CENTERLINE OF% SOO'07'19'E I RIGHT-OF-WAY WILSON BAY COURT FOR THE BENEFIT AND 50' RIGHT-OF-WAY EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 08-17-05. UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL N0. 120294 0038 E, DATED 4/17/95. AND FOUND. THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AN AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 253 FIELD DATE:) 4/15/05 SCALE- 1' = 30 FEET APPROVED BY: SJ JOB NO. ASM45506 DRAWN BY: S00'07'19"E 65.29' I': LOT 253 j R 75W SO. FT. t b 1 b 0( 25' BUFFER EASEMENT 1 b91i69 I I I w of acne ccurr SURVEY 7.5 I PA710 d 0 1 17.5 LHJ 70 Z LLI I 1 I I F 3 > Q jTWO STORY1 1 0 7d O v CONCRETE BLOCK k WOOD FRAME b I N O j b FINISFHDFLLOOR ' 7 lri (n ui b ELEVATION-20.72 I l NFI ai I 1 ao k 1 Z QipyER 11.0' EN1R I 17.5 Z in 3n 1 I v bII m ri 7.5' 20.7' u rn FEASEMENT . WALL IS H.• 7.8' ON N00'07'19"W 64.94' 31 I'8 I Ap LEGEND 0 IRO/CAP BUILDING SETBACK LINE LBD#839317/05)AND CENTERLINE Q FND NAIL AND DISC RIGHT OF WAY LINE LB JB8 (8/17/05) EXISTING ELEVATION 0 CAP LB#93931(8/17/05)AND CONCRETE CNA CORNER NOT ACCESSIBLE U3 UtENSED BUSINESS A DENOTES DELTA ANGLE LS UdENSED SURVEYOR L DENOTES ARC LENGTH PSM B/ W p OFESSIONAL SURVEYOR AND MAPPER C.B. BRICK WALL DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION M PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE MEASURED PT DENOTES POINT OF TANGENCY FND FOUND TYP TYPICAL C/ W CONCRETE WALK A/C AIR CONDITIONER S/ W SIDEWALK CBW CONCRETE BLOCK WALL CCPP CONCRETE PAD RP RADIUS POINT CS CCONCRETE SLAB CHORD LENGTH OHU OVERHEAD UTILITY LINE PK P RKER KALON ID POL IDENTIFICATION PONT ON LINE R R DIUS PCC POINT OF COMPOUND CURVE POC PINT OF CURVE UP UTILITY PAD I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17- 6.' FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA REVISED: ' INAL 08/17/05 VH Q DUNDATION 4/23/03 Jp AMERICAN SURVEYING & MAPPING 8/2 Z/44OR REVISION 4/13/05 SDO CERTIFICATION OF AUTHORIZATQON NUMBER LB/8393 THE LOT PLAN 12/18/04 SOO 1030 N. ORLANDO AVENUE, SUITE B FIRM VANIER PARK, FL RIDA AT FIT 8/61/04 SDO 32789 (407) 42 —7979 JAMES JAY ALES PSM #4997 DATE CITY OF SANFORD PERMIT .APPLICATION j Permit #Z d$ 1 '5 8 5 /3 SDate: Job .address: I o Lt W / r5/1 64r f L6 aS3 3D Description of Work: S'Pr Gt f l ry S'c1le ,° t a bl e Historic District: Zoning: Value of Work: S_W!" eQ Permit Type: Building Electrical Mechanical Plumbing Fire SprinkleriAlarm Pool Electrical: New Service — # of AMPS AdditioniAlteration Change of Service Temporary Pole Mechanical: Residential Nan -Residential Replacement New (Duct Lavout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential • Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone (FEMA form required for other than r) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: eiyi?r S n •' 4i /4 S L .4 iA lo + ev 327 / Ll Phone: UG 7 " Name & ,address: n Phone & Fax: Li n ^% ' S 2 " 1 1 %4 4 Contact Person: Bonding Company: Address: Mortgage Lender: Address: H/ ac/ Gted/ i y o State License Number. G FL' CG G i arry M` icy Phone: qd7- 2YZ — Z -% Architect/Engineer: Phone: address: Fax: _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS. WELLS. POOLS, FURNACES. BOILERS. HEATERS. TANKS. and AIR CONDITIONERS. etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts. state agencies. or federal agencies. 4cceotance of permit is verification that I will notify the owner of the property of the requirements o • Florida Lien Law. FS "13. Signature of OwneuAgent Date Si - nature oft, f tmctorAgent DatePont OwnevAaent•s Name Print III tACIE KNOk Signature of Notary - State of Florida i °F? Col%WS'lon 0 ODo1 Expires 12/27/ 2006 Bonded through I( bC : a254) ssn. Florida Notary Assn., l Owner/Agent is _ Personally Known to Me ur Produced ID APPLICATION APPROVED BY: Blde: tlnittai & Dutci Special Conditions: Zunintt• 688 g fuure of Natan••Statc of Florida Dace rrc., 4 entrac: orAgentis _Personally Known to ate or Produced ID Utilities: FD: ilniuui of Dutc) drimai & Date) iInitial & Due) POWER OF ATTORNEY Date: / 13 U 5 I hereby name and appoint z G /' !' of RANGER AMERICAN to be my lawful attorney in fact to act for me and apply to the Building Department for a LOW VOLTAGE permit For work performed at a location described as: 6 Section Subdivision: Township i kso n Range Lot o7 S- Q y C Address of Property) Owner of Property) and sign my name and do all the things necessary to this appointment. JAMES D. OLIVER Type or Print Name of Certified Contractor d Signature ertified-Contractor ( The foregoing instrument was acknowledge before me this T day of Block is personally known to /or who produced As id anti ica ion an who did not take oath. State of Florida Co n of a..00.o O n A pS poi ffi Commission #OI „ZoosCn1fP.4 iy2 h Notaryhro9 My Commission Expires: CITY OF SANFORD PERMIT APPLICATION Y Permit # Job Address: Description c Historic Dist permit Type: Building Electrical Mechanical ,' Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of S Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other thna X) Pareel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: ti _ ir` 7 li Q% Phone: Contractor Name At Phone & Fax: r o ePerson: Bonding Company: Address: Mortgage Lender. Address. Arehiteet/Engineer: Phone: Address: Fuji: 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: 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 RECORDiNNG YOUR NOTICE OF COMMENCEMENT. /n OTICE: in addition to the requirements of this perrtrit, there may be additional restrictions applicable to .-prorg ty that bay be found ' e public records of this county, and there may be additional permits required from other govemmental entities such as a t dis cts, state g6ciesjor federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirem_ris ofda Lien Ljp4, FS Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: of Date ROBER'-G. DELLO • RUM Pri t Contractor/ ent's Name D_ Signature of Notary -State of Florida Date Contractor/Agent is 4_ Personally Known to Me or Produced 117 initial A Date) Utilities: FD: Initial !k Chte _ a! . GaV:! MIRINDAC.TURNER^^ EXPIRES. , brs 14, 2007 Bonded ThruNe:aryPLtr.:Ur. .,mm;ers CITY OF SANFORD PERMIT APPLICATION Permit # : \ J ~ Date: OC Job Address: 1`—1 V\ ` ` Lot #:5 Description of Work: NeW Single Family Residence Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS = Addition/Alteration Change of Service_ Temporary Pole 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 Watt- Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: FEMA form required for other than X) Construction Type: # of Stories: - # of Dwelling Units: Flood Zone: ( q Parcel #: Attach Proof of Ownership & Legal Description) Owners Name & Address: CentexHomes 385 Doujzlas Avenue Suite 2000 Altamonte Springs FL 32714 Phone: 407-661-2150 Contractor Name & Address: Approved Electric CO of Florida 4874 S. Oranme Avenue Orlando Florida 32806 State License Number: EC0002494 Phone & Fax: Fax 407-851-1226 Contact Person: John Findlay_ Phone: 407-851-1220 Bonding Company: Address: Mortgage Lender:_ Address: Architect/Engineer Address: Phone: Fax: Application is hereby mnde 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 apermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate permit must be secured forELECTRICALWORK, 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 regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition io the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pennit is verification that I will notify the owner of the property of the requirements FS 71 Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Agent Date Charles W. Cannon Pri Contractor/Agent's Name gnaw cure of Notary-TState of Florida Dare Contractor/Agent is Personally Known to Me or Produced ID Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: _ blic State of Florida Patricia A Kadlac My Commission DD403373 S ` v4 . "/28/2009 Z&f Z5-3 Permit # : C6— Job Address: Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Value of Work: 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 Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of7Wter Closets -9 Plumbing Repair — Residential or Commercial esidential _ Occupancy Type: RCommercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: C&Aeit! TICS Phone: Contractor Name & Address: Pik 32 State License Number: — Phone & Fax O Z n Contact Person: C tenPhone: Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirepieW of Florida Lien La , 713. Signature of Owner/Agent Date Ai azure of Contractor/Agent Date D hh/ i : E> jeowLanj Print Owner/ Agent's Name Print ontractor/Agent's Name V/a 6a/v,, Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date DEBBIE BLANTON Ep,. COM t Owner/Agent is _Personally Known to Me or Contr"ivrA81 1 Produced ID rebruary 25, 2007 FL Notary DISCOUnt ABSOo. CO. APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Initial & Date) Utilities: FD: Initial & Date) ( Initial & Date) COUNTY OF SEMINOLE MP CT FEE STATEMENT iSUED BY CITY OF SANFOR D rSTATEMENTNUMBER104-76449 ID1911'RE: i 0s,ISS-S"'(CIBUILDINGPERMITNUMBE Y) COUNTY NUMBER: UNIT ADLMSS: TRAFFIC IiE: _ J RISDI ON: QA CITY OF SANFQRD SEC: T •. RNG: O PARCEL: SUBDIVISION: TRACT: LOT: PLAT BOO .(ate PLAT BOOK PACE: /Dam BLOCK: OWNER NAME: ADDRESS: APPLICANT NAME, ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential I WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER x TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE 0 dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH 0 dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE 0 dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE 0 dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,285.00 STATEMENT I / RECEIVED BY: L /Q (f, A'/ S SIGNATUR PLEASE PRINT NAME) _ DATE: 10-5 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 M 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******************** p A Permit # : LiI 1 Job Address: Description of Work: CONS Historic District: CITY OF SANFORD PERMIT APPLICATION t Date: 0,5 . WILSON BAY COURT T CONCRETE BLOCK SINGLE FAMILY DWELLING Zoning: Value of Work: Permit Type: Building XX 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 WaI Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial otal Square Footage: Construction Type: # of Stories: # of Dwelling Units. Flood Zone: (FEMA form required for other than X) t Parcel#: 22-19-30-54-0000— 4?0 (Attach Proof of Ownership& Legal Description) Owners Name & Address: CENTEX HOMES , 385 DOUGLAS AVE., STE . #2000 , ALTAMONTE SPGS . , FL 32714 Phone: 407-661-2176 Contractor Name & Address: PATRICK J . KNIGHT/CENTEX HOMES ( SAME AS ABOVE) state Lice _Cu C049689 Phone & Fatr: 407-661-2176 661-4089 o P rs RkIkIrAN101 Phonc: 407-467-2643 Bonding Company: NA y t 17 aMINLUINU Address: Mortgage Lender: NA IAddress: I ' - JAN Architect/Engineer: HURRICANE ENGINEERI '— - fP finer•".407-774-9003 Address: nawtc z:''...407-774-8477 Application is hereby made to obtain a permit to do the work:' t IlatiA di alI hat or orirt - tion has commenced prior to the issuance of a permit and that all work will be performed tom ards c n n in this-' Lion. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMB .SI60S. WELLS, POOLS, FURNACES, BOILS TERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. e Acceptance of permit is verification that I will notify the owner of the property of the requirements of Flo ' a Li Law, FS 713. 13 2004 Signature of Owner/Agent Date Signature of Con /Agent Date PAT I T Print Owner/Agent's Name Print Con r r/Ag nt's Name DEC 13 2004 KIMB9RLY A. BROWN •.••... Signature of Notary -State of Florida Date Signature of Notary -State of Florida = D,r pL., Comm# DD0299442 Expires 3/29/20W Bonded thru(B00)432.4254: Owner/Agent is _ Personally Known to Me or Contractor/Agent is X X Personally Known to A(!tM• ......, Fbrda Notary Assn., Ine t Produced ID _ Produced ID APPLICATION APPROVED BY: Bldg:l J L j (-) 5; "Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: A_ Is1-0a4 :3 n 0 0 0 6 City of Sanford Building Division Submittal Requirements for Residential Building Permit Two (2) recent boundary and building location surveys showing setbacks from all structures to properly lines for permit for structures (not fences). Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating looter sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. **nc State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls -cast, west, north, and south. Finish Floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. C. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size. methods of attachment, placement of handrails and guuardrails. II. Square footage table showing foolagcs: I. Garages/Carports _ _%Q sq. ft. 2. Porches/Entries _ sq. R. 3. Patio(s) 4. Conditioned Structure _ ,eZ sq. ft. i. -Total Gross Area 3 r 9 - sq. ft. Three (3) sets of completed Florida Energy Code Forms. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County F-Icalth Dept. C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Itoad Impact fee statement. C. Property ownership verification. f. Driveway permit issued by City Engineering Department. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. Date DEC 1 3 2004 Owner/Agent Signature-- Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL Back ; 1— ca Z T110. Scmint4v Count% o U) 3: T i+r rtrPnalsrr NARCISSUS AVE er+Icea 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 22-19-30-503-0000-2530 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: CENTEX HOMES Exemptions: Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $10 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 L and Value Ag: $0 Property Address: Just/Market Value: $10 Subdivision Name: PRESERVE AT LAKE MONROE UNIT 2 Assessed Value (SOH): $10 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $10 2004 VALUE SUMMARY SALES 2004 Tax Bill Amount: Deed Date Book Page Amount Vac/Imp 2004 Taxable Value: Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 253 PRESERVE AT LAKE MONROE UNIT 2 LOT 0 0 1.000 10.00 $10 PB 66 PGS 10 & 11 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=2219305030000... 12/ 14/2004 CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.centexhomes.com SENIINOLE COUNTY BUILDING DEPARTMENT Effective immediately, and until further notice, this letter will stand as authorization for Nan Holmes, Jackie Caines or Mindy Holmes to sign permit applications and energy calculations for any lots owned by Centex Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license for the subdivision and lot specified below: Subdivision: Lot: •3 PRESERVE AT LAKE MONROE UNIT 2 Patrick J. Knight CG C049689 STATE OF FLORIDA COUNTY OF SEMINOLE The following instrument was acknowledged before me this DEC 1 -1 2004 by Patrick J. Knight, Division President of Centex Real Estate Corporation, a Nevada Corporation, managing general partner of Centex Homes, a Nevada general partnership for and on behalf of said corporation. Patrick J. Knight is personally known to me and did not take an oath. Notary Public -State of Florida at Large Commission No.: My Commission Expires: 7........ KIMSERLY A...........unu.wa BROWN 0Vpt COMM11 D00299442 n y Fxrres 3/29,2008 Bonaey th+u (800)432.42ytF..... Notary Assn., Inc i Q901 He lfAG d' O Os o CBNTOX HOMES This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE GOt1NTY BK 05578 PG 1754 CLERK'S 0 200500&458 RECORDED 01/12/2005 01:04146 PN RECORDING FEES 16AV REMRDPD BY L McKinley THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of Property: LOT Plat Book 66 PUBLIC RECORDS PRESERVE AT LAKE MONROE UNIT 2 AN 2. General Description of Improvement: Pages 10 & 11 SEMINOLE COUNTY, FLORIDA. SINGLE FAMILY DWELLING Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contracto ENTEX HOMES 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 Surety: N/A Amount of Bond: N/A Rf N1i 14E MORSEtn, PX ARY AN CLERK Of CIRCUIT FOLD DR E COUNTY• SE OEPU am 6. Lender: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specified) Debra A. Rig OFFICE MANAGER FOR CENTEX HOMES, 385 DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DEC 13 2004 BY DEBRA A . RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION nwa 2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. NOTARY PUBLIC JACKIE CHINES 4y,Y P I" 4 CORIRIi VFrnhaa 1mrjreA Id thm (800)I82-4251: f; unida Notary Am.. Inc i............ PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 253, PRESERVE AT LAKE MONROE, UNIT 2 AS RECORDED IN PLAT BOOK 66, PAGES 10-11 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA r I" = 30' GRAPHIC SCALE 0 15 30 IMPERVIOUS CALCULATIONS (LOT ONLY) LOT 253 CONTAINS 7500 SQUARE FEET t LOT ONLY) THIS STRUCTURE CONTAINS 1880 SQUARE FEET t TOTAL CONCRETE 588 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 5032 SO. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 33% t CnllARr FnnTArr T11P in r—m LOT 253 UP TO CURB CONTAINS 8160 SQUARE FEET t THIS STRUCTURE CONTAINS 1880 SQUARE FEET t CONCRETE 961 SO. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 5319 SO. FT, t LOT 254 LOT 11 PLAT OF THE FLORIDA LAND AND COLONIZATION COMPANY'S CELERY PLANTATION PLAT BOOK 1, PAGE 129 65.29' S00'07'19"E 1 WW1 LL I j o a\- I vi w 25' BUFFER EASEMENT- 1II ___________________ T_ 1 N 1 1_ LOT 253 I DRAINAGE TYPE A MOD I1 i PAVOo I 40.0' 1 I O d z i 40.00' i F w O O N i O Ln a W N CV ;n w I PROPOSED I w L(7 C1) DO t I o 2724-A&B o FINISHED FLOOR EIEva TION=20. 70 CV Z r riul I NN 00 AYE n i l: U FTI z4 COVERED i. H.0' 17.5' a ENTRY 8.3"-i 1 K IOI I N I 1 7.5' 20-7. DRIVE.;: I II III 10' UTILITY I LS i + EASEMENT 5^ :. •s ,-:. ..i 1. I I gPI _ _ _ 81,80 _ _ _117_122'APIo CENTERLINE OF-)SOO-07.19"E 98.92' RIGHT-OF-WAY WILSON BAY COURT' 50' RIGHT-OF-WAY a oo of ^' III BUILDING SETBACKS 17RON T: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. TI4IS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION, PLEASE CONTACT THE LOCAL I BEARINGS SHOWN HEREON ARE BASED ON ITHEEASTERLYLINEOFLOT253 BEING N00'07'19"W PER PLAT, FIELD DATE: ) SCALE: I" = 30 FEET APPROVED BY: SJ JOB NO. ASM45506 REVISED: LOT PLAN 12/16/04 SOO LOT FIT 8/01/04 SOO LEGEND BUILDING SETBACK LINE CE14TERLINE RIGHT OF WAY LINE X PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE LB LICENSED BUSINESS LS LICENSED SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD PB PLAT BOOK R RADIUS PGS PAGES AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBQ6393 1030 N. ORLANDO AVENUE. SUITE 8 WINTER PARK, FLORIDA 32789 (407) 426-7979 64.94 MLW MINIMUM LOT WIDTH POD POINT 011 BOUNDARY PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PO PLANNED DEVELOPMENT 6 DENOTES DELTA ANGLE L DENOTES ARC LEIIGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT or CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CS CONCRETE SLAB C CHORD LENGTH SO. FT. SOUARE FEET FIG TIATLIRAL OPADE R/W RIGHT-OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERCROUND !MPROVF.MENTS HAVE BEEN LOCATED UCEPT AS SHOWN. 3. NOT VALID 'A1THOUT THE SIGNATURE AND THE ORIGINAL RAISED `_,EAL OF A FLORIDA LICENSED SURVEYOR A14D MAPPER. r .4' 41 lzlvleq f FOR THE FIRM DRAWN BY: JAMES JAY JILES PSM #4997 DATE FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2724 LMR .3 Builder: CENTEX HOMES Address: W WILSON BAY COURT Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: Owner: CENTEX HOMES .jurisdiction Number: 6915000 Climate Zone: Central I. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Glass area & type Single Pane a. Clear glass, default U-factor 253.0 ft' b. Default tint 0.0 ft' c. Labeled U or SIIGC 0.0 ft 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent C. N/A 9. Wall types a. Concrete. Im Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. NIA 10, Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior b. Sup: Unc. Rel: Unc. All(Sealed):Interior New _ Single family _ I 5 _ Yes 2724 A' - Double Pane - 0.0 ft' - 0.0 ft' 0.0 fN R=0.0, 130.0(p) ft ft' R=4.1, 886.0 fi' R=11.0. 1097.0170 _ R=1 1.0. 206.0 ft' R=19.0. 1459.01i' _ Sup. R=6.0. 1.0 ft _ Sup. R=6.0. 1.0 ft 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Heat Pump b. Electric Beat Pump c. N/A 14. [lot water systems a. Electric Resistance b. N!A c. Conservation credits IiR-Beat recovery, Solar Dill' -Dedicated heat pump) 15. IIVAC credits CF-Ceiling fan, CV -Cross ventilation, 1IF-Whole house fan, PT -Programmable Thermostat, kiZ-C-A4tilt izone cooling, I` IZ-H-multizone heating) Glass/ Floor Area: 0.09 Total as -built points: 34605 PASS Totalbasepoints: 40533 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: fil /!5-1,1) 4-C_ I hereby certify that this building, as designed, is in compliance with the Flor' ergy Code. OWNER/ AGENT: DATE: 0 G 2004 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. Cap: 29.0 kBtu/tv _ SEER: 12.00 Cap: 22.0 kBitt/hr _ SEER: 12.00 Cap: 29.0 kBtu/hr 11SPF: 7.80 _ Cap: 22.0 kl3tu/hr _ IISPF: 7.75 _ Cap: 50.0 gallons _ EF: 0.86 _ PT. O ZHEStgr WCCo JBUILDING OFFICIAL: _ , `r DATE:------------- y--- -- - - - EnergyGauge® ( Version: FLRCSB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2724.0 25.78 12640.5 Single, Clear W 1.4 15.0 32.0 57.68 1.00 1836.8 Single, Clear W 3.0 7.0 14.0 57.68 0.78 633.6 Single, Clear E 1.4 15.0 32.0 63.97 0.99 2036.5 Single, Clear E 1.4 17.0 40.0 63.97 1.00 2547.1 Single, Clear S 1.4 15.0 16.0 48.22 0.99 764.7 Single, Clear S 1.4 6.0 16.0 48.22 0.89 684.8 Single, Clear W 1.4 6.0 23.0 57.68 0.93 1232.5 Single, Clear W 1.4 6.0 32.0 57.68 0.93 1714.8 Single, Clear E 1.4 6.0 16.0 63.97 0.93 951.9 Single, Clear E 1.4 6.0 16.0 63.97 0.93 951.9 Single, Clear W 1.4 6.0 16.0 57.68 0.93 857.4 As -Built Total: 253.0 14212.1 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 206.0 0.70 144.2 Concrete, Int Insul, Exterior 4.1 886.0 1.18 1045.5 Exterior 1983.0 1.90 3767.7 Frame, Wood, Exterior 11.0 1097.0 1.90 2084.3 Frame, Wood, Adjacent 11.0 206.0 0.70 144.2 Base Total: 2189.0 3911.9 As -Built Total: 2189.0 3274.0 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1459.0 2.13 3107.7 Under Attic 19.0 1459.0 2.82 X 1.00 4114.4 Base Total: 1459.0 3107.7 As -Built Total: 1459.0 4114.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 130.0(p) 31.8 4134.0 Slab -On -Grade Edge Insulation 0.0 130.0(p 31.90 4147.0 Raised 112.0 3.43 384.2 Raised Wood, Adjacent 11.0 112.0 1.80 201.6 Base Total: 4518.2 As -Built Total: 242.0 3945.4 INFILTRATION Area X BSPM Points Area X SPM = Points 2724.0 14.31 38980.4 2724.0 14.31 38980.4 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 54247.1 Summer As -Built Points: 56822.7 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 56822.7 0.569 1.087 x 1.150 x0.90) 0.284 0.950 9568.0 56822.7 0.431 1.087 x 1.150 x0.85) 0.284 0.950 7258.5 54247.1 0.4266 23141.8 1 56822.7 ' 1.00 1.097 0.284 0.950 16826.5 EnergyGaugeI" DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FIRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance .Method A = Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 2724.0 5.86 2873.3 Single, Clear W 1.4 15.0 32.0 13.25 1.00 423.7 Single, Clear W 3.0 7.0 14.0 13.25 1.03 191.9 Single, Clear E 1.4 15.0 32.0 12.37 1.00 397.3 Single, Clear E 1.4 17.0 40.0 12.37 1.00 496.4 Single, Clear S 1.4 15.0 16.0 9.90 1.00 157.7 Single, Clear S 1.4 6.0 16.0 9.90 1.04 164.6 Single, Clear W 1.4 6.0 23.0 13.25 1.01 307.3 Single, Clear W 1.4 6.0 32.0 13.25 1.01 427.6 Single, Clear E 1.4 6.0 16.0 12.37 1.02 201.0 Single, Clear E 1.4 6.0 16.0 12.37 1.02 201.0 Single, Clear W 1.4 6.0 16.0 13.25 1.01 213.8 As -Built Total: 253.0 3182.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 206.0 1.80 370.8 Concrete, Int Insul, Exterior 4.1 886.0 3.31 2928.2 Exterior 1983.0 2.00 3966.0 Frame, Wood, Exterior 11.0 1097.0 2.00 2194.0 Frame, Wood, Adjacent 11.0 206.0 1.80 370.8 Base Total: 2189.0 4336.8 As -Built Total: 2189.0 5493.0 DOOR TYPES Area X BWPM Points Type Area- X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1459.0 0.64 933.8 Under Attic 19.0 1459.0 0.87 X 1.00 1269.3 Base Total: 1459.0 933.8 As -Built Total: 1459.0 1269.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 130.0(p) 1.9 247.0 Slab -On -Grade Edge Insulation 0.0 130.0(p 2.50 325.0 Raised 112.0 0.20 22.4 Raised Wood, Adjacent 11.0 112.0 1.80 201.6 Base Total: 269.4 As -Built Total: 242.0 526.6 INFILTRATION Area X BWPM Points Area X WPM = Points 2724.0 0.28 762.7 2724.0 -0.28 762.7 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES 2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT #: BASE AS -BUILT Winter Base Points: 7285.7 Winter As -Built Points: 9966.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 9966.7 0.569 1.078 x 1.160 x 0.92) 0.438 0.950 2642.5 9966.7 0.431 1.078 x 1.160 x0.87) 0.440 0.950 2017.6 7285.7 0.6274 4571.1 9966.7 1.00 1.122 0.439 0.950 4660.0 EnergyGauge I" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FIRCSB v3.30 FORM 60OA-2001 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 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 23142 4571 12820 40533 16826 4660 13118 34605 PASS oFTKesTgr o a. v N. 6D WE'c O EnergyGaugeI" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 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 comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings > 1 /8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal 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 duds, 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. EnergyGauge^' DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.1 The higher the score, the more efficient the home. I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 29.0 kBiu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 5 - b. Central Unit Cap: 22.0 kBlulhr _ 5. Is this a worst case? Yes _ SEER: 12.00 _ 6. Conditioned floor area 01) 2724 ft' c- N/A 7. Glass area & type Single Pane Double Pane a. Clear - single pane 253.0 A' 0.0 A, - 13. Healing systems b. Clear - double pane 0.0 A, 0.0 fi' - a. Electric Heat Pump Cap: 29.0 kBiu/hr _ c. Tint/other SHGC - single pane 0.0 A, 0.0 fi' - IiSPF: 7.80 _ d Tint/other StIGC - double pane b. Electric Heat Pump Cap: 22.0 kBiu/hr _ 8. Floor types HSPF: 7.75 - a. Slab -On -Grade Edge Insulation R=0.0, 130.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=1 1.0, 112.01`1' c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Inn Insul, Exterior R=4.1, 886.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 1097.0 ft' - b. N/A c. Frame, Wood, Adjacent R=1 1.0, 206.0 ft' - d N/A c. Conservation credits e. N/A HR-Beat recovery, Solar 10. Ceiling types DIIP-Dedicated heal pump) a. Under Auic R=19.0, 1459.0 ft' _ I5. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation. c. NIA HF-Whole house fan, It. Ducts PT-Programmable'fhennostan, a. Sup: Unc. ReC Unc. Ali(Scaled):Interior Sup. 11=6.0, 1.0 ft - W-C-Multizone cooling, b. Sup: Unc. Ree Unc. Ali(Sealed):Interior Sup. R=6.0, 1.0 A WIZ-fi-Mullizone heating) 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) oFTNES I in this home before final inspection. Otherwise, a new EPL Display Card will be completed _ . `offybasedoninstalledColiantfeatures. _ C++ , Builder Signature: Date:'EC 13 Address of New Ilome: /o WILSON BAY COURT City/FL zip: LAKE MONROE/32747 NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is_nat a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar "designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2724 8.29.01 Y 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Weather: Orlar do_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 Design TD 18 'F Daily range M Relative hu middy 50 % Moisture difference 43 gdlb Heating Summary Sensible Cooling Equipment Load Sizing Budding heat loss 37444 Bhih Structure 29227 Bk h Ventilation air 0 cfm Ventilation 1485 Bhhn Ventilation air loss 0 Bk h Design temperahue swing 3.0 'F Design heat bad 37444 Btib Use ht. data n Rate/swing multiplier 0.98 Infiltration Total sew. AMR. bad 30098 Bhh Mednai died Latent Cooling Equipment Load Sizing Construction quality Average Replaces 0 Internal gains 1840 Bhh Verdation 2212 Bhjh Heating Cooling Infiltration 4284 Bl ti Area (ft2) 2724 2724 Total laterd equip. bad 8336 Btuh Volume (ft) 21792 21792 Air clargeshour 0.70 0.40 Total equipiTentbad 38434 Btuh Equ iv- A - (cfm) 254 145 Req. y at 0.700/6 SHR 3.6 ton Heating Equipment Summary Cooling Equipment Summary We rda Make rda Trade n/a Trade n/a n/a n/a Na Efficiency n/a Efficiency n/a He aS oat 0 Bhfi Cooling 0 Bluh Heatiriq temp rise 0 *F Ac tuallieating fan 0 cfm Total coolinq Actual ng fan 0 Btib 0 Cfm Heating air flow factor 0.000 ctmlBhrh Coding air flow factor 0.000 ct rvlkjh Space tlien n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requiraTierds of Marxial J 7th Ed. wr1gh>,tsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:50:27 ACCA E:1Files\1\Fox 8 Jacobs 20021272412724.rsr Page I RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2724 8.29.01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 631-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 21792 ft3 2 Wnter infiltration bad 1.1 x 254 cfm x 32 3. Wnter infiltration HTM 8949 Bbh / 277 ft2 x 0.0167 = 254 cfm Isolated zones = 0 cfm Total = 254 cfm F Wrier TD = 8949 Bhh Total window = 32.3 Btuh/RZ and door area Procedure B - Summer Infiltration HTM Calculation 1. SLnw" infiltration AVF 0.40 ach x 21792 ft3 2 Summer it %abon bad 1.1 x 145 cfm x 18 3. Surroner irnfilbatiorn HIM 2877 Bbh / 277 ft2 x 0.0167 = 145 cfm Isolated zones = 0 cfm Total = 145 cfm F S1mrerTD = 2877 Bhh Total window, = 10.4 BtuhA' and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistd'1ff. x 145 cfm = 4284 Bbh Procedure D - Equipment Sizing Loads 1. Sensble siting bad Sensible ventilation bad 1.1 x 75 cfm vent. x 18 'F S1mrerT13 = 1485 Bb-h Sensible bad for strt d (Line 19) + 29227 Btuh Sum of ventilation and strudure bads = 30712 Btuh Rating and temperahue swing nKdtiplier x 0.98 Equipment sing bad - sensb1ta = 30098 Bhh 2 Latent siting bad Latent ventilation bad 0.68 x 75 cfm vent x 43 grAb moist.diff. = 2212 Bbh Internal bads = 230 Btlh x 8 people + 1840 Bhh Infiltration bad from Prooedure C + 4284 Bk h Equ#To t slang load - latent = 8336 Bhh Construction Quaff<y is: a No. of Fireplaces is: 0 Prir to oatfied by ACCA to meet all reWrernents of Manual J 7th Ed. wrIgh>Itsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:50:21 I CCk E:%Files%f\Fox & Jacobs 2002\2724%2724.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2724 8.29.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R MSTR. BR a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 32.0 0.0 M.BTH/WIC KITCHEN/NOOK b n e a C n 0 d 1 1 90 1.0 1.0 11.0 7.0 54.4 40.0 0.0 LDY FOY/DIN a n w a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 PDR LIVING a n e a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 MA 32.0 0.0 BDRM4 a n w C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 BDRM3 a n e C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 BTH2 BDRM2 a n e C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 GAME RM/BDR5 a n w C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 32.0 0.0 a n w C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 23.0 0.0 Z wr14gh>ttsof11r Right•Seile Residential' 5.5.06 RSR26014 2002-Apr-03 16:50:27 r,CA Eo-iieS wox 8 Jacobs 2002\2724\2724.rsr Page 1 RIGliTd ORKSHEET Enure cte DEL AIR HEATING,AIR CONDMONING,R Job: 2724 8.29.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phtme: (407) 831-2665 u>Lt mM 1R Narredroan Ei6eHo" 2DAE1 ZO E2Ttww2Lerodopmedwal340Dft1680ft 1720 ft 3 oorntiTamrs 4 Ceigs CarxtOp6on 8.0 heeLlnd d 0 ft d o 8.0 d o TWECF CSf HTM A- Load" Areo Lnedit4 Area Lcod(Btif>) Area E)4 i1E NCl HtO lag W) VN ag F) Hlg I Cig VF) Hig 09 Hig C19 5 Ciosw a 14B 4. 21 11 11 Eapoaod b 13C U 1 1 welsad c 12C 2 ts 1 i pa 0 s d OX 0 e 01 0. 6 VVixiw" a 1C 37. 199 7355 9q 3548 103 glass doors b 8C 37 1478 147i Hmfrg c 91, 38. d 0. e 0. 1 0. 7 V*xb,, s ad Nom 0. 0 0 glass boas NI MW 0. 0 CooFxT EW 51. 277 11261 1Ol 5m5 IC 50M» SEAM 0. 0 Sotd1 30. 973 Hoe 0. 0 8 CIClerdoors a 11A 18. 12-7 3E 717 4M 3N 717 4M b 11A 18i 12 0 c 0. O.0 0 9 N3 a 14B 4. 21 1 4700 2100 1 47U 2103 e ¢ xeod b 13C 3 1 1 473 176 15C 4K 176 vvaG ad c 12C 2 li 1273 3 I 2475 OI 1 21 pa 8ions d 0. 0. 0 0 e 0. 0. 0 0 0. 0. 0 0 10 Ceairlgs a 16G 1. 1. 1461 1543 2Lri 14 1 2N 1314 1 18?t b 0. 0. 0 I I I dOX0. Oq 0 0 e 0. 0. 0 1 0. 01 0 11 Floors a TIA 25. 0. 1 515t 0 31 803 040pz room b Of 0. 0 d o: 0* of 4 brslab a 0. 0.(0 Coors) T Of Of 12 kifibafion a 10.4 277 8349 2877 174 1HA 1031 332q iuq 13 Stfilodbss=6r8_+11+12 34010 21 1 Less eftM hoofiig Less rarrda i«.. redisWx xl 14 DudDtxi 10" 3401 I 10' 21 10Y 1 15 Ted loss =13+14 37444 I 231 14291 16 ttt gals: POO* @ 300 2400 2100 1 «« AppL @ 1200 17 StC1d RSH girt 7+8 +12+16 2 70 Im 11 I Le Iss0dmtiy 0oa-g I 0 I atsbredftu6on 0 18 Dud gain 2 Ti71153 1O/ 19 TctA RSH gair-(17+18)'P1.F t.w 292Z/ 100 16831 100 1 2) Air mgired pq 1 18)D 1800 1000 Rv to(d oarffied by ACCA to nx1 d al negl.I aeonsof Ma xd J 7th Ed. w rrr f'7tS0f=C Right-Suile 12esidentiall 5.5.06 RSR26014 2002-Apr-03 16:50:2.! E:% Files111Fox 8 Jacobs 200212/24%2724.rsr Page I ALL BEAMS BY BUILDER -SEE BACK OF LAYOUT FOR APPROVAL c t rV 8 40-0-0 L l ' III L 2 L L L II'T IIUT IIUIII 1-11-1fJLll7f_1LllU1LtiJf_T1f I 71= s I I FT3A s P` Y I FT3B 0 I FT3B TICLomIFT3B TIC E313 I FT3BTIC TIC FT3B 3ATIC TIC TIC FT'A TIC FT'A MB FG2 H1A 0i0in T 16" 20-8-0 B-4-0 11-0-0 40-0-0 0 0 o c M n Ln 40-0-0 0 0 10cu 0 0 m EAST COAST LUMBER TRUSS DMSION CUSTOMER:CENTEX ORLANDO JOB NAME: JOB#: DATE:4-25-98 MODEL: 272q — ELE "A" 3196 SQ FT —GARAGE/LEFT CO-2724L 2255 AVE. ME., 32935 OFFICE: VOCADO ( 40 )254-1581FAX: (407)254-1582 5285 ST LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (561)466-2480 FAX: (561)466-5336 BUILDER'S WARNING* THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. FOR ERECTION AND INSTALLATION TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON HIB-91 SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH TRUSS. SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES AND CONNECTION. ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. 0-4-1 12 5(__ cz TC LIVE: 20 psf TC DEAD: 7 psf g• BC LIVE: 0 psf BC DEAD: 10 psf 1 — 0" TOTAL • 37 psf DUR FAC: 1.25 8'-0" PLATE HT. LOADING: SHINGLE20-3-B o+® B-e-B a+ 11-0-0 _,r SCALE: 1 /8" = 1'-0" 40-0-0 17'-4 3/4" PLATE HT. MEAN HEIGHT: 25'-0" WIND SPEED: 110 M.P.H. SPACING: 24. G.C. DRAWN BY: JOE CJ5 CJ3 CJl 40-0-0 0 0 cu cu 0 0 C6 cn Ln U-) i h® 20-8-0 8-4-0 11-0-0 40-0-0 t40- 0-0 o M Ln Ln f U U U U U U 20- 3-8 40- 0-0 8- 8-8 1i-0-0 0 0 cn cnEAST COAST LUMBER TRUSS DIVISION CUSTOMER: CENTEX ORLANDO JOB NAME: JOB#: DATE: 4-25-98 REVISED DATE:8-14-98 MODEL: Z't Z4 — ELE "A" 3196 SO FT—GARAGE/LEFT CO- 2724L o 2255 AVOCADO AVE. MELB., FL. 32935 OFFICE: ( 407)254-1581 FAX: (407)254-1582 BCE: ( 561,)466-2 80CIE BLVD.FT. FAX: 1 ERCE ( 61) 4663 FL. 4946 O5336 BUILDER' S WARNING* THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. FOR ERECTION AND INSTALLATION TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON HIB-91 SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH TRUSS. SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES AND CONNECTION. ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. 16" 0-4- 8" 8- 0-0 PLATE HT 17- 4-12 PLATE HT 12 LOADING: SHINGLE TC LIVE:20 psf SCALE: i /8" = 1'—O" n I i C i TC DEAD: 7 psf , ALLBEAMSBYBUILDL_R SEE BACK OF I A "(UU T FOR APPROVAL LIVE: 0 psf MEAN SPEED: M BCDEAD: 10 psf WIND SPEED: 10 MPH TOTAL: 37 psf SPACING: 24" O.C. DUR FAC:1.25 DRAWN BY: JOE ONALD OSTEEN PresidPlit . P. AL --EN OSTEEN Executive Vice President r. C PROJECT NAME AND ADDRESS: LOT: COUNTY: 0 (-(a TRUSS COMPANY: East Coast Lumber & Supply Co. TRUSS ENGINEERING PROGRAM: Robbins Engineering,,/Inc. jCONTRACTOR / BUILDER: ',^ 4-e iC MODEL:- CHARLIE MARTINEZ Vice President Truss Division OCCUPANCY: R _MULTI -FAMILY _COMMERICAL _INDUSTRAL STATEMENT: ,. 1 certify that the engineering for the truss listed on the attached index'sheet have been design and checked fqr compliance with the Standard Building Code 1997. The truss system has been designed to provide adequate resistance to wind loads and forces asrequiredbyoneofthefollowingprovisions: Design criteria: ASCE 7-98 I M,PH Top chord live load: abl?-S.F. Enclosed, Exposure''B" Top chord dead load: -7- P.S.F. Bottom -chord live load: _C*.;) P.S.F Bottom chord dead load: I QP.S.F. Engineer: John C. Weber 'Total: ; ` P.S.FAddress: ' 5285 St.Lucie Blvd. ' Duration Factor: Fort Pierce, F134946 Mean Height: Attached is an index sheet submitted hi accordance with the Department of Professional Engineering, Tallahassee, Fl. Engineering sheets are photocopies of the original designandapprovedbyme. Aswitness by my -seal, I hereby certified that the above i of my knowledge and belief. nformztion is true and correct to the best f? . NAME: John C. Weber P.E. CERTIFICATION #: 17455 DEC 2." 2004 DATE: WE' RE HERE TO HELP YO`U BUILD A BETTER WAY.Tm 2255 Avocado Avenue - Melbourne, FL 32935 • (321) 254-1581' a Fax (321) 254-1582 www. eastcoastiumber. cam - e-mail: rnelbtruss®eastcoastumber. cam MELBOURNE TRUSS PLANT TM f•. Past Coast Lun ,bt r Truss 5285 St. L lCie Boulevard Fort Pierce, FL 3z:946 W. DONALD OSTEEN President . P. ALLEN OSTEEN Executive Vice President CHARLIE MAFMNEZ ' Vice President Truss Division MELBOURNE TRUSS PLANT WE'RE HERETO HELP YCrU•BUILD A BETTER WAY.- , 2255 Avocado Avenue Melbourne, FL 32935 - (321) 254-1581- - Fax (321) 254-15B2 www.eastcoastlumber.com - e-mail: melbtruss®eastcoastJumber.com TM W. DONALD OSTEEN CHARLIE MARTINEZ President .ram` Vice President P. AL1.EN OSTEEN Truss Division a„yW. ,•, I aNvExecutiveVicePresidentMELBOURNE TRUSS PLANT 4 awl 0- ., March 5, 2002 East Coast Lumber & Supply, Inc. 5285 St. Lucie Blvd Ft. Pierce, FL 34946 Re: Existing East Coast Lumber & Supply, Inc. Truss Designs and the Florida Building Code —. Section 1606. Existing East Coast Lumber. &Supply, Inc. truss designs that meet the wind loading requirements of the Standard Building Code for: 100 mph fastest -mile wind speed, minimum Residential construction Enclosed building db meet the Wind Igading requirements of the Florida'Building Code as follows: Up to 120 ASCE 7.98 for enclosed buildings Residential construction' Exposure B If' you have any questions qr if I can be of.further assistance, please call me. Sincerely, 03- 05-02 John- C. Weber,-P.E. Gel n #17455 WE' RE HERE TO HELP YQU BUILD A BETTER WAY.- 9755 Avocaao /Avenue - ivieioomme, rL JG.7.7J - `JG 7j i I L.rT www. eastcoastiumber.com - e-mail: melbtruss®eastcoastiumber.com TM Job Mark. Quan Type Span P1-H1 Left OHOH Engineering 724AFL FT -IA1 M'100 25090C 10400 Right 0 0 CENTEX * MASTER* 2724A FLOOR HO 1-4-0 HO 1-4-0 TC1 _ 25-9-8 1 2x4 3x5 C S1 2: c3 2x3 2x3 2x3 2x3 2r.3 2x3 2:c3 2x3 2x3 2x3 2x3 2_3 22c3 2x3, 2x3 2r_3 2x3 2x3 3x3 A I K M 174- 1O Q S U W Y CC EE GG II KK MM 00 QQ SS G E 4- 0 B F 2x3 D J L N P R T V X Z. DD FF HH JJ LL RN PP RR TT .H 3x3 2x3 2x3 2x3 2x3 .2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 S2 3x5 BC 1 i 10 01 2c ! n: See Joint C For Typical Gable Plate Size .,d Placement Scale: 0.242" = 1' Roc ir.s Engineering,Inc./Online F_, s1 Online Plus.-- Version 13.0.009 MEMBR i.:1I P(LBS) M@1ST M02ND kEFER TO kOBBINS ENG. GENERAL RUN DATE: 4- B-03 B-J .0C 0 T• -0 0 NOTES AND SYMBOLS SHEET FOR J- L .00 n T 0 u ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER 1.15FB L-N .00 0 T 0 0 TOP . 10 4X 2 SP-#2 1892 N-P .00 0 T 0 0. NOTES: BTM . 00 4X 2 SP-#2 1892 P-R .00 0 T 0 0 1. TRUSSES MANUFACTURED BY - WSS , 03 4X 2 SP-#3 1078 R-T .00 0 T 0 0 East Coast Lumber EXCEPTIONS: T-V .00 0 T 0 0 2. EMPIRICAL ANALOG IS USED. F- E • 2 4X 2 SP-#3 1078 V-X .00 0 T 0 0 LUMBER STRESS INCREASE: .0% X-Z .00 0 T 0 0 FABRICATOR NOTES: . REPETITIVE MEMBER INCREASES: Z-DD '00 0 T 0 0 1. EAST COAST LUMBER 6 SUPPLY FB 15.0% FT .0% FC .0% DD-S2 .00 0 T 0 0 J.C. WEBER P.E,N17455 S2- FF .00 0 T 0 0 5285 ST. LUCIE BLVD. LATERAL BRACING: FF-HH .00 0 T 0 0 FORT PIERCE FL. 34946 TOP CHORD - CONTINUOUS HH-JJ .00 0 T 0 0 2. !!!CAUTION!!! READ "HIH-91 BTM CHORD - CONTINUOUS JJ-LL .00 0 T 0 0 SUMMARY SHEET" BEFORE GABLE STUDS ARE CONSIDERED LL-NN .00 0 T 0 0 HANDLING , INSTALLING 6 NON- STRUCTURAL. ALL BRACING Nwpii'::..00 0 T 0 0 BRACING TRUSSES-.. FOR HORIZONTAL WIND LOADS ARE PP -RR .00 OT 0 0 3. SEE ATTACHED DETAIL SHEET THE RESPONSIBILITY OF THE RA -TT .00:,,.;0 T0 0; __ 4' T-B FOR: 1-JACK NAILS. BUILDING DESIGNER. 00" 0 'l tr.0 - b• •• 2•=TBRACE. 3-BEARING BLOCK. TRUSS SPACING - 24.0 IN. f; tWEB3 , ,:.'i:, ..,: ;.... B_ A_.. .. _ .63 .C_..J_L._.. . - 1-9 C -.... ... . .. LOADING LIVE DEAD (PSF) L-K . F_,,,;..128..C:i.,fN.iMK+•;=, 9 TOP CHD 40.0 10.0 P-0 il,33 C :pA-QL . Baia 134.1C r; L _ e i BTM CHO .0 5.0 T-S -134 C 'V-U = '134 C TSTAL 40.0 15.0 55.0 X_W = i'32`C =1' _-"" l`'9'-- "' DD- CS:= 139'C•Sa:FFrEE=ir _132:Ci SUPPORT CRITERIA HH-GG- 124 C"-"Jli`72aa-ST 1134:r CONTINUOUS BETWEEN JNTS B 6 F LL-KK- 114 C NN-MM= :' 11j C PP- 00= _ TT - SS= 150 C F-E = 72 C MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS DL+LL DEFL = .00" IN.SS-E A - I .10 '0 T 2 -237 LL DEFL = .00" < BRG-SPAN/360 I- K .10 0 T 237 -162 SPAN/DEFL (DL+LL) = 999 K- M .07 0 T 162 -181 M- 0 .07 0 T 181 -176 O- Q .07 0 T 176 -178 Q- S .07 0 T 178 -177 S- U .07 0 T 177 -178 U- Sl .07 0 T 178 22 S1- W .07 0 T -22 -174 i W-Y .08 0 T 174 -192 Y- CC .08 0 T 192 -192 CC- EE .08 0 T 192 -174 r:11-82' EE- GG .07 0 T 174 178 ip•.vU _- _ _ GG- II .07 0 T 178 -177 II- KK 07 0 T 177 -178 i^ Sp}P" KK- MM .07 0 T 178 -176 i ".i3F,'t ', • MM- 00 .07 0 T 176 -182 60- QQ .07 0 T 182 -159 i_ .. ..,.r] 2:.;,:,t:::iT..',•::.._.-_•::ea.`o. Ci• ... .._ _.. • QQ- SS .10 0 T 159 -251 F .V ,. ',1.. .,. IAA::._ i SS=E .10 0 T 251 -9 a -• J .. . 3< Y- BOTTOM CHORDS x = F' ,.•3.:_"•. Ropbins Engineering, Inc./Online Plus- 0 1996-2003 Version i4.0.003 Englnver;.•r, - RorVe;t'7/1')6 TO' PMj'Page' Job 2724AFL CENTEX *MP T 1-4-0 K•C- Mark Quan 'i _ *je sr)p 1'-H1 Left OH Right OH 6agineering FTIB 1 10 M150 250908 10400 0 0 2724A FLOOR HO 1-4-0 HO 1-4-0 a e m ri a 0 o 0 TC I II 2-0-0 111 I1 1 Im 119-619-619-919-911 2-0-0 II '' 1 2x4 G 4x4 3x4 3x3... .3x3"- .. 3x3 3x3 '• 3x5 4x4 4x64x6 3x3 3x3-'^• 2x3 3x3 3x6 E BB CC•'A' C DDT • S2 •'EE FF M GG,'•, 'O'• Q HH X I F ( Nlm/ NZIN.%_ 4b-..-- 11 -w - - i l/ .i NN \V/ 41 J 2x3 H AA Z Y B D• X_:, ?.W Sl;. .V .N... U T P R S L 3x3 4x4 3x3 3x3 2x3 2x33x3• ..3x4.• 3x5±4x6 -4::6 4x4 3x3 23c3 3x3 3x3 Common"'Difigbnril'E-1=3-0'"j W:308 '.,.(•. - W:308 fJ AGR R: 621 R:1653 R: 469 BC 8-1- 8- 4 4-.-1- • -0- 25-9-8 ALL PLATES ARE LOCK20 See Joint G For Typical Gable Plate Size and Placement Scale: 0.242" = V Robbins Engineering, Inc./Online Plus" Online Plus -- Version 13.0.009 LOAD CASE #2 UNBALANCED LOAD MEMBR CSI P(LBS) M@1ST M@2ND RUN DATE: 4- 8-03 LUMBER STRESS INCREASE: .0% D-C = 140 T C-X = 428 C PLATE STRESS INCREASE: .0% X-DD = 331 T DD-W = 652 C CSI SIZE LUMBER 1.15FB LOADING LIVE DEAD (PSF) W-EE = 695 T EE-V = 1088 C TOP .60 4X 2 SP-#2 1892 TOP CHD 40.0 10.0 V-FF = 1113 T FF-N = 1146 C BTM .81 4X 2 SP-#2 1892 BTM.CHD .0 5.0 N-M = 692 C M-U = 695 T WBS .45 4X 2 SP-#3 1078 TOTAL 40.0 15.0 55.0 U-GG = 637 C GG-T = 542 T EXCEPTIONS: - -• EXCEPTI(MI: 7::2 _ T-0 = 730•.C' P=0 = 226 T N-M 2 4X 2 SP-#3 1078 E-M. ,.01.. 10.0 -- R-Q 1 3'T R-HH = 297 C J-I SAME AS N-M SUPPORT CRITERIA • - - HH-S:-*_" .441 C S-I = 533 T REPETITIVE MEMBER INCREASES: JT REACT .WIDTH'• ;,JT REA.;T WIDTH ., i J-I 471 C FB 15. 0% FT .0% FC . 061 1 'LBS 'INiSX ,. 'LBS IN-SX. -:i 1..i'... F DEFL _ AT A LATERAL BRACING: J 46.9.:%3 8 V 'I 23" LL DEFL = .17" < BRG-SPAN/360 f h TOP CHORD - CONTINUOUS sr.F-; Ar?'• + SPAN/DEFL (DL+LL) = 999 1'•`BTM CHORD - CONTINUOUS i.DGABLESTUDSARECONSIDERED MEMBR CSI P.(LBS),,.M@1ST M@2ND REFER TO ROP-BINS ENG. GENERAL NON-STRUCTURAL. ALL BRACING TOP :CHORDS '_'_• NOTES AND SYMBOLS SHEET FOR FOR HORIZONTAL WIND LOADS ARE E-BB .32 768E ,•.2 779 ADDITIONAL SPECIFICATIONS. 7E•'RESPONSIBILITY OF THE BB -CC .37 _S^a C 7!9 - 7D BUILDING DESIGNER. CC -A .30 2420 C 476 11 NOTES.: TRUSS SPACING - 24.0 IN. A-C .34 2452 C -11 -595 1. TRUSSES MANUFACTURED BY - C-DD .33 2233 C 595 -293 East Coast Lumber STANDARD LOADING DD-S2 .24 1621 C 293 379 2. EMPIRICAL. ANALOG IS USED. LUMBER STRESS INCREASE: .0% S2-EE .32 1621 C -379 -701 3. UNBALANCED LOADS CHECKED PLATE STRESS INCREASE: .0% EE-FF .29 358 C 701 -449 UNBLN LD FAC - 1.00, .00). LOADING LIVE DEAD (PSF) FF-M .44 1171 T 432 -362 4. PROVIDE 2X6 CONTINUOUS TOP CHI) 40.0 10.0 M-GG .32 893 T 174 167 STRONGBACKS (ON EDGE) AT BTM CHD .0 5.0 GG-O .60 583 T -167 -966 EVERY 120". FASTEN TO EACH TOTAL 40.0 15.0 55.0 O-Q .58 732 C 839 316 TRUSS W/ 3-16d NAILS. SUPPORT CRITERIA Q-HH .43 732 C -316 -788 JT REACT WIDTH JT REACT WIDTH HH-I .36 400 C 788 -9 FABRICATOR NOTES: F LBS IN-SX LBS IN-SX BOTTOM CHORDS 1. EAST COAST LUMBER 6 SUPPLY F 813 3- 8 N 1653 3--8 F-AA. .02 0 T 0 -14 J.C. WEBER P.E.417455 J 369 3- 8 AA=2_' .38 1477 T 13 0 5285 ST. LUCIE-BLVD. Z=;Y1'.:P'i"fib: 2276 T 0 -37 FORT PIERCE FL. 34946 LOAD CASE #1 UNBALANCED LOAD Y-B .81 2452 T(:.!+ 37..•: 587 2. ! ! !CAII'SION! ! ! READ "HIB-91 LUMBER STRESS INCREASE: .0& T. 71587• -50A SUMMARY SHEET" BEFORE PLATE STRESS INCREASE: .0% D=X!''.L'Lt:'!'78iCi2g527T Z5%N 126 HANDLING , INSTALLING 6 LOADING LIVE DEAD (PSF) X-W !-B'-'.53:+12082 Ta r126 CN-29 BRACING TRUSSES. TOP CHD 40.0 10.0 W-51' 3. SEE ATTACHED DETAIL SHEET i BTM CBD .0 5.0 S1-V l6.:.127'1.'-'1130'T. " -35 `i" -23 FOR: I -JACK NAILS. TOTAL 40.0 15.0 55.0 V-N °08'•`:-542 C:'"''19' =T40`` 2-TPRACE. 3-BEARING BLOCK. EXCEPTIONS: W-11 . 08 1,-,'11717 C" - - i'40 ' ` 16 " i M=I .0 10.0 U-T .10 P752•SC ct;l84,:•:^151 SUPPORT CRITERIA T-P ,56 732)TDS_.-H6-••`=509 JT REACT WIDTH JT REACT WIDTH P-R .56 732 T 509 333 LBS IN-SX LBS IN-SX R-S .46 ','7 'r .-33-, .15z F 821 3- 8 N 12SB 3- 8 S-J .13 O T 320 0 J 1 3- 8 WEBS . F-E = 816 C E-AA - 1043 T AA -BB= 9.88 C BB-Z = 572 T Z-CC = 539 C CC-Y - 201 T Y-A - 61 C B-A = 115 C Robbins Engineering, Inc./Online Plus"' 0 1996.2003 Version 14.0.003 Engineering - Portrait 7/14103 1:05:03 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engbteeri/sg 2724AFL FTI C I 1 M150 221000 10400 0 0 CENTEX *MASTER* 2724A FLOOR f.. ;;' _,• ass HO 1-4-0 5.: a ; , a ; .. N t ., rrasa HO 1-4-0 TC I r- II • 2=U=b 84,4 51 -. ai 1"-''' I! P 1 18-918-911 2-0-0 II1-2-21 4x4 3x4 3x3 L-3 2x31.3::3 ... •r3x4 SxF 4x4 . 9x6 3x3 3x3 3x6 E AA BB A C°;?iECC:,• .$:,. N:N DD F2 EE M O Q K I 4-0 F J 2x3 3x3 H Z Y X B D S1 W V U N T P R S L 5x4 3x3 3x32x3 3x3 3x5 3x3 4x4 4x4 3x3 3x3 2x3 2x3 3x3 MCommon Diagonal: 1-3-0 n W: 308 W:308 W:400 R: 857 R:1408 R: 354 U: 42 BC 2-8-2 22- 10-0 ALL PLATES ARE LOCK20 See, Joint H For Typical Gable Plate Size and Placement Scale: 0.273" = 1' Robbins', E.lgirieer! ng, "Inc. !0-iiine I,, ;s"' T Online Plus -- Version 23.0.009 i1OAD'CASE"A2 "UNBALANCED OAu r ,,. MEMBA " CSI P(LBS) M@1ST M82ND RUN DATE: 4- 8-03 LUMBER STRESS'Ik_iEASE':`'. 0i" DD _V'=955 C V-EE = 1000 T PATE . STRESS"INCREASE: -. f 04 t SEE-U = 1036 C U-M = 991 T CSI SIZE LUMBER 1.15F8 LOADING `LIVE='.' DEAD (PSF)_- N-M 1266 C M-Y = 444 T TAP . 59 4X 2 SP-#2 1892 TOP CHD }' 40:0'`' 10.0 !.. M1': T-O 768 C P-O 328 T v ... iHTM .77 4X 2 SP-q2 1892 BTM CHD t'1• .0 ;'S.O. R-Q 209 C Q-S = 289 T WBS . 44 4X 2 SP-#3 1078 TOTA.. 40: Q'' '15'.0" ,55. 0`P ti S-I •- 337 T J -I = 356 C EXCEPTIONS: EXCE:PTYnNS : N- M 2 4X 2 SP-#3 1078 E-M .O r• 0:0 "' "'' DL+LL DEFL = .24" AT A u- I SAME AS N-M SUPPORT CRITERIA - " LL DEFL = .17" < BRG-SPAN/360. REPETITIVE MEMBER INCREASES:. JT REACT WIDTH JT REACT WIDTH SPAN/DEFL (DL+LL) = 999 FB 15.01h FT .0% FC .0% LBS IN-SX LBS IN-SX F 242 3- 8 N 606 3- 8 REFER TO ROBBINS ENG. GENERAL L:, TERAL BRACING: J 354 4- 0 NOTES AND SYMBOLS SHEET FOR TOP CHORD - CONTINUOUS ADDITIONAL SPECIFICATIONS. BTV CHORD - CONTINUOUS GABLE STUDS ARE CONSIDERED MEMBR CSI P(LBS) M@1ST M@2ND NOTES: NON- STRUCTURAL. ALL BRACING TOP CHORDS 1. TRUSSES MANUFACTURED BY - FOR HORIZONTAL WIND LOADS ARE E-AA .33 806 C 2 785 Eaet Coast Lumber THE RESPONSIBILITY OF THE AA -BB .38 1999 C 785 439 2. EMPIRICAL ANALOG IS USED. BUILDING DESIGNER. BB -A .32 2607 C 439 122 3. UNBALANCED LOADS CHECKED TRUSS SPACING - 24.0 IN. A-C .34 2683 C 122 435 UNBLN LD PAC = 1.00, .00). C- CC .30 2683 C 435 316 4. PROVIDE 2X6 CONTINUOUS STANDARD LOADING CC-DD .33 2113 C 316 670 STRONGBACXS (ON EDGE) AT LUMBER STRESS INCREASE: .04 DD S2. ,.29 1036 C 670 368 EVERY 120".,••FASTEN TO EACH PLATE STRESS INCREASE: .0% di-EE• .21 1036 C-368..-461 TRUSS W/ 3-16d NAILS. LOADING LIVE DEAD (PSF) M" i6 "21'£ ""480'• 26 TOP CHD 40.0 10.0 M-O.' ••:59..;'S94 T'.:-126-.-906! FABRICATOR;lIOTES: ATM CHD .0 5.0 O Qr' •G 7752?; 411W)CLA,0696 o491 lcli- EAST" 60AST LUMBER. 6 SUPPLY TOTAL 40.0 15.0 55.0 Q-T: ?':OGr;3S253,'Ci'-A5431 J-9 7`"•o'J-:C. WEBER P.E.#17455 SUPPORT CRITERIA r.fs n=BSOTTOM=••CHORDS' ` X-.' 5285 ST. LUCIE BLVD. iJT REACT WIDTH JT REACT WIDTH F-Z••=rn:'0 T=%.D !OAF!,: f FORT PIERCE FL. 34946 LBS IN-SX LBS IN-SX Z-Y .1:391Q.1653 2.. !!!CAUTION!!! READ "HIB-91 E• T: 857 3- 8 N 1408 3- 8 Y-X 59 ; 2b20'T3:, 4 4 S1'.wR4ARY SHEET" BEFORE f Jt' 245 4- 0 X •B .77'G2SB3 'T_'• ' : 4'! 3q8 HANDLING INSTALLING 6 B- D 77 2683.,-T';•;=348«`•-192 BRACING, TRUSSES. EOAD CASE N1 UNBALANCED LOAD D-Sl .C5 2503 +6,0 192 h 3. SEE ATTACHED DETAIL SHEET X*.% 1BER STRESS INCREASE: .0% S1-W .60 2503 T "G 6' FOR: 1-JACK HAILS. PLi: rE STRESS INCREASE: .0% W-V .44 17i4 i -62 55 2-TBRACE. 3-BEARING BLOCK. LOADING LIVE DEAD (PSF) V-U .10 326 T 55 58 TOP CHU 40.0 10.0 U-N .15 733 C -46 320 BA' M CHD .0 5.0 N-T .18 733 C 320 359 TOTAL 40.0 15.0 55.0 T-P .64 417 T -198 679 EYCEPTIONS: P-R .63 417 T 679 587 M- I .0 10.0 R-S .56 417 T -587 150 SUPPORT CRITERIA S-J .13 0 T 330 0 JT REACT WIDTH JT REACT WIDTH WEBS LBS IN-SX LBS IN-SX F-E 851 C E-Z = 1095 T F 847 3- 8 N 1188 3- 8 Z-AA = 1039 C AA-Y = 621 T J - 42 4- 0 Y-BB = 586 C BB-X = 260 T X- A = 147 C B-A = 62 C 6 D-C 183 C D-CC = 311 T CC-: W.:-=. 559 C W-DD = 569 T z: Robbins Engineering, Inc./Online Plus- 0 1996.2003 Verson'14:0:003 Ejtgineenri-`j?Srt)alf 7/1!71031'0530b•RM Page 1 1, Job Mark "' Quail ;,Type Span -PI-"? Left OH ;.;Right OH Engineering 2.724AFL FT2B 4 '' ki5.0?l 90*EUu . U4oa = :' o ' o CENTEX *MASTER* 2724A FLOOR +; r'.r ,-,,,•• HO 1-4-0 HO 1-4-0 TC I P-611 2-0-0 i 1-5-2 1 2x3 G 5x4 4x4 3x5 3x4 3x3 3x3 32c3 3x4 4x4 4x6 E T S2 U A C V W x tt r F ice_ iw _ _ i1w d._I, _.I irni inei/ S'l• i J 2x3 H S A Q 8 D • P O N M L 3x3 9 4x6 4x4 3x3 2x3 2x3 3x3 S1 3x3 4x4 4x6 I I aCommon Diagonal: 1-3-0 20G-RHS-3x7 W:308 W:308 R:1078 rR,.,E'T:ASI:$HOWN ,:ALItiyP 71FS AAF_LD.CCK?0 See Joint.H:For.Typical.Gable`Plate Size ee.d Flaoement Scale: 0.314" = 1' Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03 CSI SIZE LUMBER 1.15FB TOP . 84 4X 2 SP-#2 1892 BTM . 82 4X 2 SP-SS 3608 WBS . 58 4X 2 SP-N3 1078 EXCEPTIONS: J- I 2 4X 2 SP-#3 107n LUMBER STRESS INCREASE: .0% REPETITIVE MEMBER INCREASES: FB 15.0% FT .04 FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORE-- CONTINUOUS GABLE STUDS ARE CONSIDERED NON- STRUCTURAL. ALL BRACING FOR HORIZONTAL WIND LOADS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. TRUSS SPACING - 24.0 IN. LOADING LIVE DEAD,(PSF) TOP CHD 40.0 10.0 HTM CHD- .0 5.0 TOTAL 40.0 15.0 55.0 F' SUPPORT CRITERIA I. JTREACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX F 1078 3- 8 J 1085 3- 8 Rubbias Engineering; Iric:/Ori3,ina r':ns- MEMBR SI P(LBS);!,M@IST M@2ND O-. 7 4 t 3 64 T• '-1'23, j N- M 27 2051 T 2 o M- J 01 0 T 6 0 WEBS F- E 1070 C E-S 1421 T S- T 1363 C T-R 928 T R- U 874 C U-Q 642 T Q- A 753 C B-A 341 T D- C 197 C C-P 86 T P- V 98 T V-O 555 C O- W 569 T W-N 884 C N- X 927 T X-M 1352 C M- I 1452 T J-I 1077 C REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. PROVIDE 2X6 CONTINUOUS STRONGBACHS ( ON EDGE) AT EVERY 120". FASTEN TO EACH TRUSS W/ 3-16d NAILS. FABRICATOR NOTES: DL+ LL DEFL = .6111 IN C-V 1. EAST COAST LUMBER S SUPPLY LL DEFL = .44" < BRG-SPAN/360 J.C. WEBER P.E.#17455 SPAN/ DEFL (D?.+LL) = 388 5285 ST. LUCIE BLVD. r•`.:.,,•. FORT PIERCE FL. 34946 i! ... 2. r !•!CAU.TION! ! ! READ "HIB-91 7l::} 1'.., jSUMMARY SHEET" BEYORE J.;•"•',,.`.'= ? r HANDLING , INSTALLING 6 BRACING TRUSSES. SEE ATTACHED DETAIL SHEET II , y;P,+r+1 Qe,[,i S Fi'. _ _ .0,1 FOR: 1-JACK NAILS. 2- TBRACE. 3-HEARING BLOCK. MEMBR CSI P(LBS) M@1ST M82ND TOP CHORDS E- T 35 1046 C 2 -836 T- S2 44 2692 C 836 455 S2- U 35 2692 C -455 -174 U- A 74 3782 C 174 -1158 A- C 75 4174 C 1158 297 C- V 84 4242 C -297 -890 V- W 57 3773 C 890 -384 W- X 44 2729 C 384 -808 X- I 34 1091 C 808 -9 BOTTOM CHORDS S- R 26 2025 T -24 -43 R- Q 45 3320 T 43 255 5`:;•! t::." Q- B 82 4174 T -255 -1534 B- D 82 4174 T 2534 1464 D- P 81 4174 T'-1464 -197 v ..:.t•: -:.Ue' sp.• -. ... , i P:#Sl 54 4171 T 197 20 S7: 40 52 4171 T -20 121 Robbins Engineering, Inc./Online Plus- O 1996.2003 Version 14.0.003 Engineeono - Portrait 7/,14/03.1:05:07-PM Page:1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 2724AFL FT2C 4 M150 190500 10400 0 0 CENTEX MASTER* 2724A FLOOR HO 1-4-0 ll.. a• HO 1-4-0 TCj r'rr=611` 0%0_0.._tIT--_21__-_ 2x3 i! 5x4 4x4 3x5 3x4 3x3•'-:a !3z3 ` °'3r.3 3x4 4x4 4x6 T S2 U ,A...• CV W X K I PI 4-0 L J 2x3 H S R Q B D P- O N M L 3x3 4x6 4x4 3x3 2x3 2x3 3x3 S1 3x3 4x4 4x6 n II Common Diagonal: 1-3-0 20G-RHS-3x7 II UUUW: 308 H GR R: 1064 R:1071 19- 5-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 See Joint H For Typical Gable Plate Size and Placement Scale: 0.318" = 1' Online Plus -- Version 13.0.009 RUN - DATE: 4- 8-03 CSI SIZE LUMBER 1.157B TOP . 72 4X 2 SP-q2 1892 BTM . 98 4X 2 SP-SS 3608 i WBS .57 4X 2 SP-U3 1078 EXCEPTIONS: Sl- O 4X 2 SP-02 1892 O+ N N-M M-J SAME AS S1-O J_= I 2 4X 2 SP-113 1078 LUMBER STRESS INCREASE: .0% RRPETITIVE MEMBER INCREASES: FB 15.0% FT 04r FC .0% L% TERAL BRACING: OP CHORD - CONTINUOUS B-- M CHORD - CONTINUOUS GAB_ F STUDS ARE CONSIDERED NON- S1::UCTURAL. ALL BRACING FOR HORIZONTAL WIND LOADS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. TRUSS SPACING - 24.0 IN. LOADING LIVE DEAD (PSF) TOP CHD 40.0 10.0 BTM CHD .0 5.0 TOTAL 40.0 15.0 55.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN•-SX iF. 1064 3- 8 J 1071 4- 0 kIBR CSI P(LBS) M@1ST M@2ND TOP CHORDS f E-T .35 1031 C 2 -832 T- S2 .44 2649 C 832 280 S:- U .32 2649 C -180 -195 U- A .69 3708 C 195 -1072 A- C .69 4076 C 1072 324 C- V .71 4142 C -324 -777 V- W .51 3699 C 777 -409 W-;' . 43 2685 C 409 -798 X- I .34 1075 C 798 -9 BOTTOM CHORDS Robjins Engineering.._Inn./Online Plus- MEMBR _ fiSI' i P.(LBS)'.M01ST'M@2ND P- S1. , .52 ,_ 4076;T';166,,;. .,93, _ Sl- O, ,. •.98 4076 ,T; ' ,-93 94, V.:..: ,.:• O- N ., _' .i82 3309 ='T: • ' rJ,4_- = •-4, NcM .:' 51 t 2032':,T 0- M- J •,.,.;01.. .:;.O;T,-i'•, -0..•r 0: .. )- WEBS;. •: !' . •. F- E `_ <1056 C; -E-S.d'`cai;=: . 1. 461. T S- T 1343..C: T,-R;' a. 909. x, R- U = 857 =Q °.617.,'T. Q- A = 705 C. ••B=A. _,. , 307. T D iV5 C C-P ' _ :•90 i' P- V = T V-O = 524 C. O- W = 544 T W-N = 867 C N- X = 908 T X-M = 1332 C M- I = 1431 T J-I = 1064 C DL+ LL DEFL - .5611 IN C-V LL DEFL - .4111 < BRG-SPAN/360 SPAN/ DEFL (DL+LL) - 413 va 17 r. ; gin• F- S 01 0 T 0 22 S- R 26 1996 T -22 -39 R- Q. 44 3265 T 39 232 Q- B 77 4076 T -232 -1355 B- D 77 4076 T 1355 1371 1 D-P 77 4076 T -1371 -146 Robbins Engineering, Inc./Online Plus- 0 1996-2003 Version 14.0.003 Engineering - Pore'! 7/141D3 1:05.1.1 PM Page 1 j REFERTORO:0e BBINSENG. GENERAL NOTES AND 'SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 3. TRUSSES MANUFACTURED BY - East Coast Lumber 2. E14PIRICAL ANALOG IS USED. 3. PROVIDE 2X6 CONTINUOUS STRONGBACKS ( ON EDGE) AT EVERY 120". FASTEN TO EACH TRUSS W/ 3-16d NAILS. 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 "BIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2- TBRACE. 3-BEARING BLOCK. JI " Job Mark 2 724AFL FT2A CENTEX *MASTER* 2724 HO 1-4-0 TCI C lx4 *lx4 A I K Quan Ty=.i. Span.-= P'_-Rj_ Left OH Right OH T- 7-_- penineerinb . 1 M_ 00 __ 19080u 1 0400 0 0 FLOOR HO 1-4-0 19-e-o 3x4 S1 2x3 M O -• Q S U W Y AA CC EE GG II G E if B b t( ' kt kl : li li - H N'•'•'• ii kit F 3x3 2x3DJ , L N • P "R' T' ' V X Z S2 BB ., DD FF HA JJ H n:i .3x4: . BC P 7,LL PLATES ARE LOCK20 See Joint I For Typical Gable Plate Size and Placement Scale: 0.314" = 1' Robbins Engineering, Inc./Online Plus - Online Plus Version 14.0.003 BB-DD 0'.01 0 T 14 18 P LOCK 2.Ox•4.0 0.0 0.5 0.98 RUN DATE: 14-JUL-03 DD-FF 0.01 0 T 18 17 R LOCK l.Ox 4.0 0.0 0.5 0.98 FF-HH 0.01 0 T 17 18 T LOCK 1.Ox 4.0 0.0 0.5 0.98 CSI Size- ----Lumber---- HH-JJ 0.01 0 T 18 15 V LOCK l.Ox 4.0 0.0 0.5 0.98 TC 0.09 4x 2 SP-#2 JJ-F 0.01 0 T 15 27 X LOCK 1.Ox 4.6 0.0 0.5 0.98 BC 0.01 4x 2 SP-#2 Gable Webs---------- Z LOCK 1.Ox 4.0 0.0 0.5 0.98 GW 0.03 4x 2 SP-#3 B -A 0.01 66 C 27 88 S2 LOCK W3.Ox 4.0 0.0 b.0 0.00 Brace truss as follows: J -I 0.03 141 C BB LACK 1.Ox 4.0 0.0 0.5 0.98 j O.C. From To L -K 0.03 131 C DD LOCK 1.Ox 4.0 0.0 0.5 0.98 TC Cont. 0- 0- 0 19- 8- 0 " N•_-M,•..0.03 133 C FF LACK 1.Ox 4.0 0.0 0.5 0.98 BC Cont. 0- 0- 0 19- 8- O- P=00:.03 133 C HH LOCK 1.Ox 4.0'0.0 0.5 0.98 R. -Q 0. 03 1132 C JJ LACK 1;:6x 4.0 0.0 0.5 0.98 Loading Live Dead (psf) T -S Q.03- 1138 C F LOCK 2'.Ox 3.0 0.0 0.0 0.75 TC 40.0 10.0 BC 0.0 5.0 X' -W 0..02 7106 C V z c:!?REFER TO ROBBINS ENG. GENERAL Total 40.0 15.0 55.0 Z -Y 0.03 138.,C NOTES AND SYMBOLS SHEET FOR t 24.0" BB-AA,0..03 ••:' 132-•C•- ADDITIONAL SPECIb'ZCATIONS. iSpacing Lumber Stress 1 Increase 0.0% DD-CC `0:03'`''`133-•C 1 - r Plate Stress Increase 0.0% FF-EE 0%.03........ ,133.•C..,:. NOTES* TC Fb=1.15 Fc=1.10 Ft=1.10 HH-GO 0.03. 131•C Trusses Manufactured by: BC Fb=1.15 Fc=1.10 Ft=1.10 JJ-II r).03 `"1'41":C:;.? ,i 1' East Coast Lumber F -E 0.01 '33 • C`27 88 Analysis Conforms To: J React Uplft Size Req'd F -E 0.01. 33. C '- ANSI/TPI 1-2002 Lbs Lbs In-Sx In-Sx Note large bearing size. ConL•. Brg 0- 0- 0 to 19- 8- 0 LL 0.00" in Truss L/999 A -I Prevent truss rotation at all TL 0.00" in Panel L/999 A -I bearing locations. Membr CSI P Lbs M@1st M@2nd Provide 2X6 continuous Top Chords---------- Plates for each ply each face. strongbacks (on edge) every A ••I 0.09 7 C 90 196 PLATING CONFORMS TO TPI. 10.0 Ft. Fasten to each I -K 0.09 7 C 196 173 REPORTS: SBCCI 9761 truss w/ 3-16d nails at K -M 0.08 7 C 173 178 ROBBINS ENGINEERING, INC. truss member(s). M -O 0.08 7 C 178 178 USING GROSS AREA TEST. Gable studs are considered O -Q 0.08 7 C 178 175 Plate - LOCK 20 Ga, Gross Area non-structural. A11 bracing Q -Sl 0.08 7 C 175 37 Plate - RHS 20 Ga, Gross Area for horizontal wind loads S1-S 0.08 7 C 37 188 Jt Type Pit Size X Y JSI are the responsibility of S -U 0.08 7 C 188 126 A LOCK l.Ox 4.0 0.0-0.5 0.75 the building designer. U -W 0.06 7 C 126 126 Z LOCK 1.0x 4.0 0.0-0.5 0.98 This truss must be installed W -Y 0.08 7 C 126 188 - K LOCK 1.Ox 4.0 0.0-0.5 0.98 as shown. It cannot be Y -AA 0.08 7 C 186 175.', iM rI:OCK 'l.Ox 4.0 .0.0-0.5 0.98 installed upside-down. AA -CC 0.08 7 C 175 178 ;' 0- LOCK';;1.Ox-4. 0,.0.0-0. ° 0.98 Bottom hold of truss should CC-EE 0.00 7 C 178 178 Q 0.98 be_marked. EE-GG 0.08 7 C 178 173 IACK 111.Ox:4::.0`.;Q.O-0-:5 S1;LOCK'W3.Ox..,4.:0,.Q.0 f. 0.00 Max'comp. force 141 Lbs GG-II 0.09 7 C 173 195 S' LOCK';,i.Ox'`4,-"0::'.0; 0=0; 5 0.98 "' Quality Control Factor 1.25 II-E 0.09 7. C 195 90 fl .• LOCK' `l.. Ox 4,:0:0•.0-0'. 5 0.96 Bottom Chords--------- W ' •LOCK'„ 1. Oxa 4-. C' 0 .0-0 .•5- 0.98 ="`' ` FABRICATOR NOTES: 8 -J 0.01 0 T 27 15 Y LOCK'-.1.Ox;4r0{.'0_O-0.5 0.98: 1. EAST COAST LUMBER S SUPPLY L 0.01 0 T 15 18 AA LOCK'-1.Ox1G::0:0.0-0:5 0.98 J.C. WEBER P.E.#17455 t L'--N 0.01 0 T 18 17 CC LOCK 1.Ox;4'0;:0:0-0.50.98 5285 ST. LUCIE BLVD. 4';2,• -P 0.01 0 T 17 17 EE LOCK 1.Ox ,A:.0;-0..-,0-0. 5-0-. 98 FORT PIERCE FL. 34946 P -R 0.01 0 T 17 17 GG LOCK 1.Ox 4.0„0"040.:5.0.98 2. !!!CAUTION!!! READ 11HIB-91 R -T 0.01 0 T 17 19 IT LOCK 1.Ox 4:O"O.'Q-615 0.98 SUMMARY SHEET" BEFORE T -V 0.01 0 T 19 12 E LOCK :e.G" 3.0 0.U'0.0 u.75 HANDLING , INSTALLING S ' V -:f 0.01 0 T 12 13 B LOCK 3.Ox 3.0 0.0 0.0 0.50 BRACING TRUSSES. Y. -Z 0.01 0 T 13 14 J LOCK 1.0x 4.0 0.0 0.5 0.98 3. SEE ATTACHED DETAIL SHEET Z -S2 Q.01 0 T 14 4 L LOCK 1.0x 4.0 0.0 0.5 0.98 FOR: 1-JACK NAILS. S2-BB 0.01 0 T 4 14 N LOCK 1.0x 4.0 0.0 0.5 0.98 2-TBRACE. 3-BEARING BLOCK. Robbins Engineering, Ina/ONine Plus- 0 19%-2003 Version 14.0.003 Engineering - Portrait 7/14/03 1:05:09 PM Page 1 Job 2724AFL Nark FT3B Quan Type Span PI-Hl Left OH Right OH16M1501510081040000 Engineering CENTEX *MASTER* 2724A FLOOR HO 1-4-0 HO 1-4-0 Tc 17-811 ' 2-0-0 II 1-4-8 1 lx3 4x4 3x4 3x4 lx4 3x4 3x4 3x4 4x6 I 1-4-0 F lx4 ei Q lx3 ® 4x6 W:308 R: 862 P B D 0 3x4 3x4 lx4 3x4 Common Diagonal: 1-3-0 J N M L 2x3 3x4 4x6 W:400 R: 876 Bc - 0-8 9-0-0 Online Plus -- version 15.0.007 RUN DATE:. 31-OCT-03 CSI -Size- ---- Lumber---- Zr C 0.59 4x 2 SP-#2 BC 0.99 4x 2 SP-#2 GTB 0.45 4x 2 SP-#3 Brace truss as follows:. O.C. From To TC Cont. 0- 0- 0 15-10- 8 BC Cont. 0- 0- 0 15-10- 8 Loading Live Dead (psf) aC 40.0 10.0 BC 0.0 5.0 dotal 40.0 15.0 55.0 Spacing 24.0" F,umber Stress Increase 0.0% Plate Stress Increase 0.0% UC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 fit React Uplft Size Req'd Lbs Lbs In-Sx In-Sx F 863 0 3- 8 1- 0 0 877 0 4- 0 1- 0 Membr CSI P Lbs M@1st M@2nd Top Chords ---------- M -R 0.37 824 C 0 -820 R -S 0.41 2021 C 820 -248 S -A 0.59 2730 C 248 -1139 A -C 0.59 2730 C 1139 114 C -T 0.57 2660 C -114 -757 T -U 0.38 2067 C 757 -727 LJ -I .0.33 852 C. 727 -9 Bottom Chords --------- F -Q 0.03 0 T 0 -63 Q -P 0.42 1577 T 63 174 8 -B 0.87. 2467 T -174 -743 8 -D 0.99 2730 T 743 894 D -0 0.99 2730 T -894 -117 O -N 0.58 2512 T 117 29 N -M 0.38 1603 T -29 -23 M -J 0.01 0 T 23 0 Webs ------------- E 0.17 860 C ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- E -Q 0.45 1120 T Q -R 0.21 1047 C R -P 0:25 617 T P -S 0.13 650 C S -B 0.19 485 T B -A O.b6 296 C D -C 0.02 105 C C -0 0.02 91 C 0 -T 0.08 205 T T -N 0.12 618 C N -U 0.26 645 T U -M 0.21 1045 C M -I 0.45 1134 T J -I 0.09 434 C J -I 0.09 434 C LL De£1 -0:23" in C -T L/806 TL Defl -0.32" in C -T L/576 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI E LOCK 4.Ox 4.0 0.5-0.5 0.84 E LOCK 1.0x 3.0 0.5-0.5 0.00 R LOCK 3.Ox 4.0 0.0 0.0 0.00 S LOCK 3.Ox 4.0 0.0 0.0 0.00 A LOCK 1.0x 4.0-0.3 0.0 0.00 C LOCK 3.Ox 4.0 0.0-0.5 0.00 T LOCK 3.Ox 4.0 0:5 0.0 0.00 U LOCK 3.Ox 4.0 0.0 0.0 0.00 I LOCK 4.Ox 6.0 0.0 0.0 0'.00 F LOCK 1.0x 4.0 0.0-0.5 0.00 F LOCK 1.0x 3.0 0.0-0.5 0.00 Q LOCK 4.Ox 6.0 0.0 0.5 0.00 P LOCK 3.Ox 4.0 0.0 0.0 0.00 B LOCK 3.Ox 4.0 0.0 0.5 0.00 D LOCK 1.0x 4.0 0.0 0.0 0.00 O LOCK 3.Ox 4.0-0:5 0.0 0.00 N LOCK 3.Ox 4.0 0.0 0.5 0.00 M LOCK 4.Ox 6.0 0.0 0.0 0.75 J LOCK 2.Ox 3.0 0.0 0.0 0.75 Scale: 0.387" = 1' REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Lumber Analysis Conforms To: ANSI/TPI 1-2002 Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Bottom chord of truss should be marked. Max comp. force 2730 Lbs Quality Control Factor 1.25 FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Robbins Engineering. Inc/Online Plus- 0 1996.2003 Version 15.0.007 Engineering - Portrall 10/31/03 4:11:42 PM Page 1 Job 2724AFL Marx FT3A I Quan Type Span P1-H1 Left OH Right OH 2 M150 150808 10400 0 0 7 Engineering CENTEX *MASTER* 2724A FLOOR HO 1-4-0 HO 1-4-0 TC, 17-811 2-0-0 II 1-2-8 1 62x4 G 4x4 3x4 3x3 23c3 3x3 3x3 3x4 4x6 E R S A C T it x+ F J 2x3 H Q P B D O N M L 3x3 j 4x6 3x3 3x3 2x3 3x3 3x3 4x6 Ij=l Common Diagonal: 1-3-0 W:308 W:308 R: 860 R: 867 BC 10-8 -1 _ r6 15-8-8 ALL PLATES ARE LOCK20 See Joint H For Typical Gable Plate Size and Placement Scale: 0.391" = 1' Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03 CSI SIZE LUMBER 1.15FB TOP .51 4X 2 SP-#2 1892 BTM .94 4X 2 SP-#2 1892 WEIS .45 4X 2 SP-113 2078 EXCEPTIONS: J-I 2 4X 2 SP-#3 1078 LUMBER STRESS INCREASE: .0% REPETITIVE MEMBER INCREASES: FB 15.06 FT .0% FC Ob LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS GABLE STUDS ARE CONSIDERED NON-STRUCTURAL. ALL BRACING FOR HORIZONTAL WIND LOADS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. TRUSS SPACING - 24.0 IN. LOADING LIVE DEAD (PSF) TOP CHD 40.0 10.0 BTM CHD .0 5.0 TOTAL 40.0 15.0 55.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LEIS IN-SX LBS IN-SX F 860 3- 8 J 867 3- 8 b0MBR CSI P(LBS) M@1ST M02ND TOP CHORDS E-R 35 015 C 2 839 R-S 40 1993 C 839 219 S-A 49 2680 C 219 977 A-C 51 2680 C 977 82 C-T 45 2625 C 82 704 T-U 36 2037 C 704 744 U-I 31 843 C 744 9 BOTTOM CHORDS F-Q 03 0 T 0 62 Q-P 43 1560 T 62 160 P-B 82 2445 T 160 633 B-D 94 2680 T 633 808 D-O 94 2680 T 808 110 Robbins Engineering, Inc./Online Plus- MEMBR CSI P(LBS) M@1ST M@2ND O-N 61 2470 T 110 27 N-M 40 1585 T 27 -23 M-J 01 0 T 23 0 WEBS F-E - 858 C E-Q 1208 T Q-R = 1036 C R-P 603 T P-S - 629 C S-B 447 T B-A = 266 C D-C 101 C C-O = 88 C O-T 202 T T-N - 602 C N-U 629 T U-M = 1033 C M-I 1122 T J-I = 861 C DL+LL DEFL - .29" IN C-T LL DEFL - .21" < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 658 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. PROVIDE 2X6 CONTINUOUS STRONGBACKS (ON EDGE) AT EVERY 120". FASTEN TO EACH TRUSS W/ 3-16d NAILS. 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 "BIB-91 SUMMARY SHEET" BEFORE HANDLING-, INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Robbins Engineer!ng, Inc./Online Plus' 0 1996-2003 Version 15.0.007.Engineering - Ponrelt 12/1/03 10:35:30 AM Page 1 Job Mark Quart Type Span PI -HI Left OH Right OH Bngineerins 2724AFL FT4A I Miss 80500 10400 0 0 CENTEX *MASTER* 2724A FLOOR HO 1-4-0 •-• -- HO 1-4-0 TC I - ---- - -1 1--0-12 1 1 2-0-0 - _:L_ 2-2-0 u- - 2x4 p•.. G fir• 3x4 2a" j .3x3,•'- 2x3 3x6 L A C 1-4-0 J_ F J 2x3 w K B D x3 3x6 2x3 3x4 Common Diagonal: 2-5-4 W:308 W:308 R: 459 R: 466 t•• ALL PLATES ARE LOCK20 qea Joint G For Typical Gable Plate Size .r.9 Planement 7, Scale: 0.690" = 1' Cn',ine Plus -- Veraion 13.0.009 R0:'• DATE: •4- 8-03 CSI SIZE LUMBER 1.15FB T('P .39 4X 2 SP-82 1892' B7M .31 •4X 2 SP-#2 1092 WBS .32 4X 2•SP-#3 10'18 EXCEPTIONS: J-I 2 4X 2 SP-N3 1078 LUMBER STRESS INCREASE: .0% REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: a TOP CHORD - CONTINUOUS j BTM CHORD - CONTINUOUS GABLE STUDS ARE CONSIDERED NON-STRUCTURAL_ ALL BRACING FOR HORIZONTAL WIND LOADS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. t1 TRUSS SPACING - 24.0 IN. e LOADING LIVE DEAD (PSF) TOP CHD 40.0 10.0 BTM CHD .0 5.0 i-TOTAL 40.0 15.0 55.0 SUPPORT CRITERIA JT REACT WIDTH JT RiACT WIDTH LBS IN-SX LBS IN-SX C 459 3- 8 J 466 3- 8 J..J JL+LL DEFL - .06" IN F-L REFER TO ROBBINS ENG. GENERAL LL DEFL = .Ja' - HRr;-SPAN%360 NOTES .AND SYMBOLS SHEET FOR SPAN/DEFL (DL+LL) - 999 ADDITIONAL SPECIFICATIONS. MEMBP CSI P(LBS) M@1ST M02ND TOP CHORDS E-L 30 716 C 2 718 L-A 30 716 C 718 254 A-C 39 725 C -254 944 C-I 39 725 C 944 9 BOTTOM CHORDS F-K 03 0 T 0 71 i R-B 31 725 T 71 350 B-D 31 725 T -350 294 D-J 12 0 T 294 0 WEBS_... F-E 449 C E-K = 791 T ',,,. K-L = 279 C' K-A - = 13 C i,. . .. ........ .., ..... B-A = 39 C D-C = 304 C D-I = 810 T J-I = 464 C RjDbins Engineering. IncdOntine Plus"' 0 1996.2003 Version 14.0.003 Engineering - Portrait 7/14I03.1:05:17 PM Page I"" NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 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 "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING -TRUSSES. 3. SEE.ATTACHED DETAIL SHEET rFOii:'`1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. t e; - , Job Mark Quan Type'Span'' °":P1=H1 i,_ft OH Right OH Engineering 2 724AFL' FG1 I _ 1'`21- SP 190608. .10400 _ 0 0 CENTEX *MASTER* 2724A FLOOR HO 1-4-0 HO 1-4-0 TCJ 19-6-8 3x10 Q T 1-4-0 J_ A 2x4 3 D 3 Oi•]ine Plus -- Version 14.0.003 RUN DATE: 7-14-03 rwaaww rwraawrw 2-PLY TRUSS + w arwrawwwwrwwww CSI SIZE LUMBER FB TOP 0.66 2X 4 SP-#2 1500 f BTM 0.53 2X 4 SP-#2 1500 WBS 0.70 2X 4 SP-#3 850- EXCEPTIONS: A-B 2X 6 SP-#2 1250 LUMBER STRESS INCREASE: 0.0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS 1TRUSS SPACING - 24.0 IN. i COALING LIVE DEAD (PSF) s TOP CHD 40.0 10.0 BTM CHD 0.0 5.0 TOTAL 40.0 15 0 55.0 EX,ZPTIONS: B-T 127.6 42.4 C:iNCENTRATED LOADS (LBS) Q 347 (LIVE) Q 295 (DEAD) SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 1735 8- 0 S '3287 3- 8 D 444 3- 8 1 MEMBER FORCES - EACH PLY MEMBR CSI P(LBS) M@1ST M@2ND Robbins Engineering, Inc./Online Plus" MEMBR CSI P(LBS) ' M@1ST M@2ND S2-H 0.39 1438 T -260 35 H-S 0.26 48 T -35 -1148 S-U 0.34 381 T 1148 590 U-D 0.22' 381 T -590 0 WEBS A-B - 848 C B-K = 1537 T K-L = 640 C L-J - 526 T J-M - 201 C M-I = 482 C I-N - 193 T N-H = 1516 C H-O = 561 T O-S = 1479 C rIS-T.. ;_ ;, ,-•326 C, S-q = 1597 C U-Q _._.. 26 C.._Q-D.__=:.: 396 C D-C 91 C , DL+LL DEFL. =`0.091, AT Sl LL DEFL = 0.06" < BRG-SPAN/360 SPAN/DEFL••(DL+LL) = 999 TOP CHORDS 25 r. ('-11. •a _ B-L 0.24 1397 C 53 735 M 0.24 1880 C 735 481 a M-S1 0.18 1438 C 481 480 i::•:':: )u_. - u.4d" AT :^? S1-N 0.23 1438 C 480 639 i:o" p;:i:-.^,;%m.:Ir;o b N40 0.18 48 C 639 679 O=T 0.66 1172 T 679 1775 6 Tr,Q 0.66 1172 T 1775 361 L Q-C 0.18 0 T 361 6 A-R BOTTOM CHORDS 0.08 0 T 1 355 K-J 0.42 1397 T 355 412 J-i 0.53 1880 T 412 379 I-S2 0.41 1438 T 379 260 Robhins Engineering, Inc./Online Plus- 471996-2003 Version 14.0.003 Engineering - Portrait 7/14/03 1:05:18 PM Page 1 REFER TO ROBBINS EKG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 4. PROVIDE DRAINAGE TO PREVENT.WATER PONDING. 5. 2 COMPLETE TRUSSES REQUIRED. FAB TEN TRUSSES T03ETHER W/ 10d NAILS AS EACH LAYER IS APPLIED,STAGGERED AS FOLLOWS MEMBER ROWS SPACING(IN) TOP CHD 1 6.5 F W. CHD 1 12.0 CBS 2 4.0 PLUS CLUSTERS OF NAILS IF Sii VWN . FABRIC?:TOR NOTES: 1_ !tAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "SIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK HAILS. 2-TBRACE. 3-BEARING BLOCK. Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 2?24AFL FG2 I 1 Sp B0608 10400 0 0 CENTEX *MASTER* 2724A FLOOR HO 1-4-0 HO 1-4-0 TC( 3x4 1x4 3x4 I F J 3x6 3x6 r BOA- ,, -- ---- -0 4-0 1 A ^ D2x4O -' -- -- - / 2x4G .:.E.... 8 3x4 e=e 3x4 7 17W:308 W:308 W:308 W:308 R: 0 R:1385. R:1374 R: 0 U: 276 U: 195 BC -4- 5-8-0 1 1-6-8 i o 0 ALL PLATES ARE LOCK20 Scale: 0.649" = 1' Robbins Engineering, Inc./Online N us- Online Plus -- Version 14.0.003 MEMBR C3I-,P(LBS) M813T N$2ND RUN DATE: 7-14-03 D.C. _ --153 T REFER •TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR CSI SIZE LUMBER FB DL+LL DEFL•=.0.0311:IN I-F ADDITIONAL SPECIFIr:ATIONS. TOP 0'.55 2X 4 SP-#2 1500 LL DEFL = 0:02" < BRG-SPAN/360, BTb1 0.17 2X 4 SP-#2 1500, SPAN/DEFL •(DL+LL)"= 999 NOTES: WEIS 0.40 2X 4 SP-#3 850 i''.' _ 1 1".t TS3E3 MANUFACTURED BY - EXCEPTIONS: East Coast Lumber i A-B 2X 6 SP-#2 1250 2. EMPIRICAL ANALOG IS USED. 11-': SAME AS A-B 3. ZHIM EACH BEARING WALL AS LO,.'9ER STRESS INCREASE: 0.0% REQUIRED TO INSURE FULL SEARING CONTACT WITH F.TERAL BRACING: TRUSS. COP CHORD - CONTINUOUS 4. PROVIDE DRAINAGE TO FTM CHORD - CONTINUOUS PREVENT WATER PONDING. TRESS SPACING - 24.0 IN. 5. FASTEN TRUSS TO BRG A FOR 276 LES OF UPLIFT, LOADING LIVE DEAD (PS£) WHILE PERMITTING NO UPWARD TOP CHD 40.0 10.0 MOVEMENT OF WALL OR BRG. BTM CHD 0.0 5.0 6. FASTEN TRUSS TO BRG D TOTAL 40.0 15.0 55.0 FOR 195 LES OF UPLIFT, EXCEPTIONS: WHILE PERMITTING NO UPWARD B-C 100.6 32.4 MOVEMENT OF WALL OR BRG. i SUPPORT CRITERIA FABRICATOR NOTES: 1 JT TYPE HORZ VERT WIDTH 1. EAST COAST LUMBER 6 SUPPLY LES LES IN-SX J.C. WEBEYt•P.E.t117455 A PIN 0 -276 3- B i, ., - , t,.. 5285. ST. LUCIE BLVD. G HORZ RLR 0 1385 3- 8 I:.t.'r: .:.:i7 "'1_i.1- a'_S':' > - FORT PIERCE FL. 34946 H. HORZ RLR 0 1374 3- 8 i ': i2iz;I!.!'!CAUTION!!! READ "HIB-91 D HORZ RLR 0 -195 5- B a SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 i.'/:=.}.,... 5•; _! .;•*''3(:C BRACING TRUSSES. iiEMIBR CSI P (LBS) M81ST M82ND r.:i '" 3. SF.E ATTACHED DETAIL SHEET t i TOP CHORDS FOR:' 1-JACK NAILS. 8'I 0.55 '211 T 83 2300 2-TBRACE. 3-BEARING BLOCK. x-F 0.51 663 C 2300 1653 Y 0.43 663 C 1653 1952 J-•: 0.49 275 T 1952 83 BOTTOM CHORDS A-G 0.16 0 T S 736 G-E 0.16 211 C 736 752 E•H 0.17 275 C -752 726 H-L 0.16 0 T 726 3 WEBS A-B = 222 T B-G = 308 C G-I = 1038 C I-E 927 T E-F = 727 C E-J = 1003 T H-J = 1019 C H-C = 365 C Robbins Engineering. Inc./Online Plus- O 1996-2003 Version 14.0.003 Engineering - Portrait 7/14/03 1:05:20 PM Page 1 3 Job Mark Quan Type Span Pl-HI heft OH Right OH I Engineering 2724AFL FG3 1 1 SP 70208 10400 0 0 CENTEX *MASTER* 2724A FLOOR HO 1-4-0_„ . - TC --- 7-2-8 ' 4xl4. 4x10 G• F 2x4 :i . 2x4 B C 1-4-0 ! ` J LA D 3x10 F E x10 lx4 3x4 EGR R: 2335' •_ .. _ .- - . rr R:2335 BC - — --- —----- --- - .. -:'i i=2=8 -- i Y1' •ALL PLATES ARE LOCK20`• i•r,t - Scale: 0.773"= 1' Rouc•d`,s Bngi neering,•-•Z'nc.•/Onl'i.n,. E' :aTM Online Plus -- Version 14.0.003 REFER TO ROBBINS ENG. GENERAL P.U17 DATE: 7-14-03 NOTES' AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER FB . TOP 0.65 2X 6 SP-H2 1250 NOTES: BTM 0.56 2X 4 SP-SS 2850 1. TRUSSES MANUFACTURED BY - WBS 0.90 2X 4 SP-H3 850 East Coast Lumber LUMBER STRESS INCREASE: 0.0% 2. EMPIRICAL ANALOG IS'USED. 3. TIE-IN LOADS SHOWN WITHOUT LATERAL BRACING: DAMAGE TO TRUSS. TOP CHORD - CONTINUOUS - 4. PREVENT TRUSS ROTATION AT BTM CHORD - CONTINUOUS ALL BEARING LOCATIONS. TRUSS SPACING - 24.0 IN. S. PROVIDE DRAINAGE TO PREVENT WATER PONDING. LOADING LIVE DEAD (PSF) TOP CHD 40.0 10.0 FABRICATOR NOTES: y BTM CHD 0.0 5.0 1. EAST COAST LUMBER 6 SUPPLY TOTAL 40.0 15.0 55.0 :),":•;' J.C. WEBER P'.E.#17455 EXCEPTIONS: 5285 ST•.A4L•UCIE BLVD. H-C 236.4 82.6 FORT PIERCE FL. 34946 2. ! !!'CAUTION! ! ! REA-i „HIB-91 SUPPORT CRITERIA -SU10MRY SHEET" BEFORE JT REACT WIDTH JT REACT WIDTH HANDLING , INSTALLING 6 LES -IN-SX LBS IN-SX '1i'•" .1i•l.' i:iV::. P:i..: ..::i+ •• BRACING TRUSSES. A%r 2335 8- 0 D 2335 3- 8 SEE ATTACHED DETAIL SHEET V:.•P,: 1-JACK NAILS. BRACE. 3-BzAAING BLOCK. MEMBR CSI P(LBS) M@1ST M@2ND - •; -,- TOP CHORDS F-G 0.56 0 T 81 508 G-S 0.65 3477 C -508 106 H-C 0.54 0 T -106 -81 BOTTOM CHORDS A-F 0.56 3432 T 1 1278 F-E 0.56 3432 T -1278 1160 E-D 0.55 3477 T -1160 -1 WEBS A-B - 850 C A-G = 3717 C F-G = 28 C G-E = 50 T E-H - 34 C H-D = 3766 C D-C = 836 C DL+LL DEFL = 0.10" IN G-H LL DEFL = 0.06" < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 882 S Sr• Pobbins Engineering, Inc./Online Plus^' 0 1996-2003 Version's 1.0.103 Engineering - Portra!t 7/14/03 1:05:21 PM Page 1 a,! Job Mark Quan' :Type,'°'•'.•Span" ': -P1-H1 Left OH Right OH Engineering 2724AFL FG6 - 1 SP 31100 10400 _ .0 0 CENTEX *MASTER* 2724A FLOOR HO .1-4-0 HO 1-4-0 TCi ._._ 3-i+1-- .- 3x4 lx4 G H Online Plus -- Version 14.0.003 RUN DATE: 7-14-03 CSI SIZE LUMBER FB TOP 0.23 2X 4 SP-N2 1500 i BTM 0.35 2X 6 SP-#2 1250 WBS 0.43 2X 4 SP-H3 850 e LUMBER STRESS INCREASE: 0.0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. j LOADING LIVE DEAD (PSF) i TOP CHD 40.0 10.0 BTM CHD 0.0 5.0 TOTAL 40.0 15.0 55.0 EXCEPTIONS: - B-C 219.9 76.6 S:YPORT CRITERIA JT P.BACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 1180 4- 0 D 1180 4- 0 MEMBF. CSI P(LBS) M@1ST M@21;D TOP CHORDS B-G 0.22 846 C 75 -678 G-H 0.16 787 C 678 -529 H-C 0.23 787 C 529 -75 BOTTOM CHORDS ' A-F 0.15 0 T 1 1441 F-E 0.35 846 T -1441 1975 E-D 0.21 0 T -1975 -1 WEBS A-8 = 1074 C B-F - 1080 T F-G - 722 C G-E = 76 C E-H - 738 C E-C = 1004 T D-C = 1038 C 5 DL+LL DEFL = 0.01" IN G-H I:L: DEFL = 0.01" < BRG-SPAN/360 l'BPAN/DEFL (DL+LL) = 999 t y . 4x4 3x4 B ^ A D 2x4 F E x4 Y• 4x4 4x8 7-- IE'a' aiy Y ..:;Ciltr.--._..:1. -',:1_ J1 W:40C w:400 R:llbC a. R:1180 hcam- •- 3-' 1-0-- ALL PLATES ARE LOCK20 Scale: 0.804" = 1' Robbins Engineering, Inc./Online Plus" REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. e.r, •; -- 3. TIE-IN LOADS SHOWN WITHOUT DAMAGE TO•TRUSS. 4. PROVIDE DRAINAGE TO PREVENT WATER PONDING. FABRICATOR NOTES: . EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FrJ.;T PIERCE FL. 34946 P. ;!!CAUTION!!! READ "HIB-91 SUMMA-.f SHEET" BEFORE k_ANDLING , INSTALLING 6 BRACING TRUSSES. 3. SZE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Robbins Engineering, Inc./Online Plu,- 0 1996.2003 Version 14.0.003 Engineerino - Ponreii 7n4,'J: ':V,.21 '!t Page 1 v Job Mark Quan Type Span PI -HI Left OH Right OH EnbineeAng 2724AFL FG4 1 SP 30608 10400 0 0. CENTEX *MASTER* 2724A FLOOR jl. an'• HO 1-4-0 HO 1-4-0 TCJ 3-6-8 3x4 2x3 B _ C T 1 1-4-0 i A 2x4 , _ D x4 FWE HGR W:308 R: 531 R: 531 Online Plus -- Version 14.0.003 RUN DATE: 7-14-03 CSI SIZE LUMBER FB TOP 0.99 2X 4 SP-#2 1E00 BTM 0.02 2X 6 SP-#2 1250 7 WBS 0.10 2X 4 SP-#3 850 LUMBER STRESS INCREASE: 0.09 LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS 7aSS SPACING - 24.0 IN. LOADING LIVE DEAD :PSF) TOP CHD 40.0 10.0 B%M CHD 0.0 5.0 TO:AL 40.0 25.0 55.9 EXCE:TIONS: B-C 109.3 35.7 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 531 1- 8 D 531 3- 8 MEMHR CSI P(LBS) M@1ST M@2ND TOP CHORDS B-C 0.99 0 T 37 -37 BOTTOM CHORDS it-D 0.02 0 T 1 -1 WEBS 4 B-D 0.00 0 T 0 0 A''=B = 514 C D-C •= 514 C DL+LL DEFL = 0.08" IN B-C LL"DEFL < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 500 3-6-8 ALL PLATES ARE LOCK20 Scale: 0.893" = 1' Robbins Engineering, Inc./Online Plus - REFER TO ROBBINS ENG. GENERAL NOTES AND -SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. F-4PIRICAL ANALOG IS USED. 3. PU-XIDE DRAINAGE TO PREVENT WATER PONDING.. FAEIRTCATOR NOTES: 1. EAST COAST LUMBER b SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING b BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1—JACK NAILS. 2—TBRACE. 3—BEARING BLOCK. Robbins Engineering, Inc./Online Plus- O 1996-2003 Version 14.0.003 Engineering • Portrait 7/14/03 1:05:22 PM Page 1 i Job Mark Quan Type Span P1-H1 Left OH Right OH 2724AFL FGS i SP 21100 10400 0 0 CENTEX *MASTER* 2724A FLOOR 14 Online Plus -- Version 14.0.003 RUN DATE: 7-14-03 CSI SIZE LUMBER FB TOP 0.21 2X 4 SP-#2 1500 BTM 0.19 2X 6 SP-#2 1250 WbS 0.21 2X 4 SP-113 850 LUMBER STRESS INCREASE: 0.0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOADING LIVE DEAD (PSF) TOP CHD 40.0 10.0 BTM CHD 0.0 5.0 TOTAL 40.0 15.0 55.0 EXCEPTIONS: B-C 204.3 70.8 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN•-SX A 817 8- 0 D 817 3- 8 f MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS B-F 0.21 420 C 70 -897 F-C 0.21 420 C 897 -70 BOTTOM CHORDS A-E 0.19 0 T ' 1 1787 E-D 0.19 0 T -1787 -1 WEBS A-B = 696 C B-E = 520 T E-F = 828 C E-C = 520 T D-C = 696 C DI:+LL DEFL = 0.01" IN F-C LL DEFL = 0.00" < BRG-SPAN/360 SPAN/DEFL (DL+LL) - 999 HO 1-4-0 HO 1-4-0 lxn 3x4 3x4 A 2x4 E D x4 4x8 W:800 W:308 R: 817 RR: 88117 air• BC.'.. ALL PLATES^ARE LOCK20 ... Engineering Scale: 0.804" = 1 Pc`'nins Engineering, Inc./Online slur" REFER TO ROBBINS ENG. GENERAL V. +' ; NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. TIE-IN LOADS SHOWN WITHOUT DAMAGE TO TRUSS. 4. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 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 "HIB-91 SUMMARY SHEET" BEFORE i•+- HANDLING ', INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBPACE. 3-BEARING BLOCK. n: Robbins Engineering, Inc./Online Plus"' O 1996.2003 Verbtvi '4.0.003 Engineering - Portrait 7/14M3 ::05:23l't.; rape' J. 3RT 7 h. Job ' Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 2724ARF T2D 4 TR 260000 5 1- 0- 0 1- 0- 0 CENTEX *MASTER* 2724A ROOF HO 4-1 Ho 4-1 - c 0 o0 TC.I '' I 13-0-0 I 13-0-0 Sxi B 5 lx4 lx4 F G 5-9-1 3x4 3x4 A C E 3x4 S1 3x6 3xx 4 W:400 W:400 R:1023 R:1023 U: 327 U: 325 BC 26-0-0 ALL PLATES ARE LOCK20 Scale: 0.240" = 1' Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03 CSI SIZE LUMBER 1.15FB TOP .39 2X 4 SP-#2 1720 STM .53 2X 4 SP-#2 1720 WBS .19 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 * 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH' JT REACT WIDTH LBS IN-SX LBS IN-SX A 1023 4- 0 C 1023 4- 0 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX 14EMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-F .39 1817 C 677 =2376 F-B .39 1610 C 2376 -1355 B-G .39 1610 C 1355 -2376 G-C .39 1817 C 2376 -677 BOTTOM CHORDS A-E .53 1685 T 279 -1466 E-S1 .43 1120 T 1466 -511 S1-D .43 1120 T 511 -1466 D-C .53 1685 T 1466 -279 WEBS F-E = 351 C E-B = 587 T B-D = 587 T D-G = 351 C Robbins Engineering, Inc./Onlin= Plus- DL+LL DEFL = .21"'.1 D-C LL DEFL = .08" < BRG-SPAN/240 SPAN/DEFL (DL+LL). =`; 999 P;a 2 o v REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber . 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 114 LBS. 5. FASTEN TRUSS TO BRG A FOR 327 LBS OF UPLIFT,' WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG C FOR 325 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc/Online Plus- 0 1998-2002 Version 13.0.009 Engineering - Portrait 4/8/03 4:01:27 PM Page 1 Job mark Quan Type Span P1-H1 Left OH Right OH Engineering 2724ARF T2DD• 4 TR 260000 5 0 1- 0- 0 CENTEX *MASTER* 2724A ROOF HO 4-1 HO 4-1 ' TC) 13-0-0 I 13-0-0 o0 5x4 B 5 lx4 1x4 F G 5-9-1 3x4 A 3x4 C E 3x4 S1 D 3x6 3x4 IIW:400 W:400 R: 962 R:1023 U: 265 L- U: 325 26-0-0 ALL PLATES ARE LOCK20 Scale: 0.245" = 1' Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03. CSI SIZE LUMBER 1.15FB TOP .39 2X 4'SP-#2 1720 BTM .53 2X 4 SP-#2 1720 WBS .19 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT 0% FC 6% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0%' PLATE STRESS INCREASE:25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LES IN-SX A 962 4- 0 C i023 4- 0 Robbins Engineering, Inc./Online P1us- DL+LL DEFL = .21" IN D-C REFER TO ROBBINS ENG. GENERAL LL DEFL = .08" < BRG-SPAN/240 NOTES AND SYMBOLS SHEET FOR SPAN/DEFL (DL+LL)' = 999 ADDITIONAL SPECIFICATIONS. LEFT RIGHT HEEL OIN - 4SX 'OIN 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-F 39 1817 C 677 2376 F-B 39 1610 C 2376 1355 B-G 39 1610 C 1355 2376 G-C 39 1817 C 2376 677 BOTTOM CHORDS A-E 53 1685 T 279 1466 E-S1 43 1120 T 1466 511 S1-D 43 1120 T 511 1466 D-C 53 1685 T 1466 279 WEBS F-E = 351 C E-B = 587 T " B-D = 587 T D-G 351 C _.,.., 1 B, 7. R! bbins Engineering, Inc/Online Plus' O 1996-2002 Version 13.0.009 Engineering - Portrait 4l8103 4:01:28 PM Page NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND-FORCE.RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT = 25' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF '126 LBS. 5.. FASTEN TRUSS TO'BRG A FOR 265 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG C FOR 325 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 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 "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3•. SEE ATTACHED DETAIL SKEET FOR: 1-JACK NAILS. 2'-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR' Job Mark Quan Type Span ..,,., Pl-H1 Left OH Right OH Engineering, 2724ARF H2C 1 1 HIPP 260000 5 1- 0= 0 1- 0- 0 CENTEX *MASTER* 2724A ROOF HO 4-1 - SO 4-1 o cO o0 0 TCJ'a - 11-0-0 1 4-0-0 1 11-0-0 10- 1 4x4 #4x6 B C lx4 1x4 G H 4-.1-1 3x4 3x4 F S1 E pgq 3x4 3x6--•••----••---•- 3x8 Ir'jlW:400 ' t tz W:400 R:1023 R:1023 U: 347 U: 347 HC _ - 26-0-0 i LL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.239" = 1' Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03 CSI SIZE LUMBER 1.15FB TOP .31 2X 4 SP-#2 1720 BTM .54 2X 4 SP-#2 1720 WBS .18 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 1023 4- 0 D 1023 4- 0 LEFT ' RIGHT HEEL OIN - 4SX OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS Robbins Engineering, Inc./Online Pluses' MEMBR CSI P(LBS) M@1ST M@2ND WEBS G-F = 376 C F-B = 356 T B-E = 90 T C-E = 356 T E-H = 376 C DL+LL DEFL = '.27" IN A-F LL DEEM = .08" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 A-G 31 1846 C 2 1781 G-B 30 1513 C 1781 661 B-C 14 1312 C 693 700 C-H 30 1513 C 668 1779 1-D 31 1846 C 1779 0 BOTTOM CHORDS A-F 54 1714 T 1055 1323 F-S1 44 1312 T 1323 365 S1-E 44 1312 T 365 1328 E-D 54 1714 T 1328 1053 Robbins Engineering, Inc./Online Plus- 01996-2002 Version 13.0.009 Engineering - Portrait 4/9/03 4:01:29 PM Page 1 REFER TO ROBBINS ENG. GENERAL. NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast.Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG A FOR 347 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 5. FASTEN TRUSS TO BRG D FOR 347 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD.' FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "BIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Job Marx Quan Type Span Pl-Hl Left OH Right OH Engineering 2724ARF H2E 1 HIPP 260000 5 0 1- 0- 0 CENTEX *MASTER* 2724A ROOF HO 4-1 80 4-1 00 TCJ 11-0-0 1 4-0-0 1 11-0-0 0 4x4 4x6 B C TC' 5 lx4 lx4 H 4-11-1 1 3x4 A 3x4 D F S 1 E gy 3x4 3x6 3x8 HGR Ij'jl W:400 R: 962 R:1023 U: 285 U: 347 BC 26-0-0 ALL PLATES ARE LOCK20, PLATE SELECTED IN PLATE MONITOR Scale: 0.243" = 1' c Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03 CSI SIZE LUMBER 1.15FB TOP .31 2X 4 SP-#2 1720 BTM .54 2X 4 SP-#2 1720 WBS .18 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FE 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 962 4- 0 D 1023 4- 0 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-G .31 1846 C -2 -1781 6-B .30 1513 C 1781 -661 S-C .14 1312 C 693 -700 C-H .30 1513 C 668 -1779 H-D .31 1846 C 1779 0 BOTTOM CHORDS A-F .54 1714 T 1055 -1323 F-S1 .44 1312 T 1323 -365 S1-E .44 1312 T 365 -1328 E-D .54 1714 T 1328 -1053 WEBS G-F = 376 C F-B = 356 T B-E = 90 T C-E = 356 T E-H = 376 C Robbins Engineering, Inc./Online Plus- DL+LL DEFL = .27" IN A-F LL DEFL = .08" < BRG-SPAN/240 SPAN/DEFT, (DL+LL) = 999 . REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. TdIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 110 LBS. 5. FASTEN TRUSS TO BRG A FOR 285 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG D FOR 347 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE.'3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Pius- 0 1996.2002 Version 13.0.009 Engineering - Portrait 418/03 4:01:29 PM Page 1 Job Mark Quan Type Span PI-H1 Left OH Right OH Engineering 2724ARF H2B I 1 HIPP 260000 5 1- 0- 0 1- 0- 0 CENTEX *MASTER* 2724A ROOF HO 4-1 HO 4-1 00 0o oo TCj1 9-0-0 1 8-0-0 1 9-0-0 o 1' 4x4 3x4 4x4 B FI C 5I lx4 lx4 G 1 4- 1-1 3x4 3x4 A 1p I ll x Sl 38 3x6 E 3x8 W: 400 W:400 R: 1023 R:1023 U: 365 U: 365 i 26 ALL PLATES ARE LOCK20 Scale: 0.240" = 1' Robbins Engineering, Inc./Online Plus - Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M@1ST M@2ND RUN DATE: 4- 8-03 E-D .52 1765 T 1302 -911 WEBS CSI SIZE LUMBER 1.15FB G-F = 301 C F-B = 408 T TOP . 21 2X 4 SP-#2 1720 F-H = 166 T H-E = 166 T BTM . 52 2X 4 SP-#2 1720 E-C = •408 T E-I = 301 C WBS . 13 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 I TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA TT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 1023 4- 0 D 1023 4- 0 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A- G .20 1908 C 311 -879 G- B .16 1623 C 879 -466 B- H .15 1495 C 681 -735 H- C .15 1495 C 735 -681 C- I .16 1623 C 466 -879 I- D .21 1908 C 879 -311 BOTTOM CHORDS A- F .52 1765 T 911 -1302 F- S1 .49 1607 T 1302 497 S1- E .49 1607 T -497 -1302 DL+ LL DEFL = .19" AT S1 LL DEFL = .09" < BRG-SPAN/240 SPAN/ DEFL (DL+LL) = 999 3'.. _... _ ' t ' _ 302 REFER TO ROBBINS ENG. GENERAL NOTES AND.SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG A FOR 365 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FASTEN TRUSS TO BRG D FOR 365 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 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 "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING b BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2- TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online PIusTM O 1 g9Cr2002 Version 13.0.009 Engineering - Portrait 4/8/03 4:01:30 PM Page 1 ii. Job Mark 2-724ARF H2A CENTEX *MASTER* 2724A ROOF 7 Quan Type Span ..";."Pi -ill Left OH Right OH Engineering 1 HIPP 260000 '5 1- 0- 0 1- 0- 0 HO 4-1 o HO 4-1 o0 0 0 00TC7-0-0 I 12 0 0 1 7-0-0 4x8 1x4 4x8 I 1 -"" 1- 4x6 3x8 3x4 1x4W:400 R:2089 - W:400 U: 580 Ct ''c S-rt 1' R:2089 U: 580 26r0 0y-•-- Online Plus -- Version 13.0.009 RUN DATE: 4- B-03 CSI SIZE LUMBER FB TOP .60 2X 4 SP-#2 1500 BTM .57 2X 4 SP-SS 2850 WBS .39 2X 4 SP-#3 850 EXCEPTIONS: B-I 2X 4 SP-SS 2850 I-C SAME AS B-I LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. UNIFORM LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% UNI. LDG. LIVE DEAD PSF) TOP CHD 20.0 7.0 3Tbi CHD .0 10.0 TOTAL 20.0 17.0 37.0 ALL PLATES ARE 141CM20 Robbins Engineering, Inc./Online Plus" MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-H .49 4467 C 1714 731 H-B .43 4465 C -731 -200 B-I .60 5230 C 3185 -4127 I-C .60 5230 C 4127 -3185 C-J .43 4465 C 200 731 J-D .49 4467 C -731 -1714 BOTTOM CHORDS A-K .57 4101 T 1957 1740 K-F .55 4101 T -1740 -1282 F-S1 .'51 4130 T 1282 157 S1-G .50 4130 T -157 -1174 G-E .51 4130 T 1174 -1282 E-L .55 4101.T 1282 1740 L-D .57 4161 T -1740 -1957 WEBS K-H = Ill C H-F'• = -34•T F-B = 751 T B-G q = 1211-•T G-I = 747 C G-G, •`_ -1211 E-C = .751 T E-J = 34 T L-J = ill C ` DL+LL DEFL = .53" IN I-CGIRDERLOADINGLLDEFL = .26" < BRG-SPAN/240LUMBERSTRESSINCREASE: 25.0% SPAN/DEFL (DL+LL) = 586 PLATE STRESS INCREASE: 25.0% GRD. LDG. LIVE DEAD PLF) TOP CHD 40.0 14.0 BTM CHD .0 20.0 TOTAL 40.0 34.0 74.0 EXCEPTIONS: B-C 90.0 31.6 F-E .0 45.0 CONCENTRATED LOADS (LBS) F 280 (LIVE) F. 237 (DEAD) E 280 (LIVE) E 237 (DEAD) SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH LBS LBS IN-SX C n ' A PIN 0 2089 4- 0 D HORZ RLR 0 2089 4- 0 LEFT RIGHT C:r-t-- •? REEL OIN - 4SX OIN 4SX Scale: 0.240" = 1' REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25, EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 5. FASTEN TRUSS TO BRG A FOR 580 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG D FOR 580 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. GIRDER CONDITION: STEP DOWN HIP GIRDER WITH KING -JACKS. OPEN FACE COMMON JACKS. GIRDER SETBACK 7.00 ft. FABRICATOR NOTES: I. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering. Inc./Online Plus- 0 1996.2002 Version 13.0.009 Engineering - Portrait 41SM3 4:01:31 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 2/24ARF H2F 1 1 HHIP 260000 5 1- 0- 0 0 CENTEX *MASTER* 2724A ROOF HO 4-1 00 HO 4-1-1 00 T_C( 'i 1 9-0-0 1 17-0-0 1 4x4 3x4 3x6 3x4 3x3 S J H S2 I C lx4 G 3x4 D 3x6 E Sl F II 3x8 3x6 3x4 W:400 HGR R:1024 R: 961 U: 396 U: 346 sc z -0-0 I 26-0-0 ALL PLATES ARE LOCK20 Scale: 0.241" = 1' Robbins Engineering, Inc./Online Plus - Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M@1ST M@2ND REFER TO ROBBINS ENG. GENERAL RUN DATE: 4- 8-03 E-H = 146 T H-F = 296 C NOTES AND SYMBOLS SHEET FOR F-I = 528 T I-D = 1359 C ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER 1.15FB TOP .32 2X 4 SP-#2 1720 BTM .55 2X 4 SP-#2 1720 WBS .53 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD -'CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - I-D TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 1024 4- 0 D 961 3- 8 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-G .22 1907 C 331 -785 G-B .17 1631 C 785 -824 B-J .25 1506 C 1011 789 J-H .27 1506 C -789 -1646 H-S2 .27 1434 C 1646 -18 2••I .32 1434 C 18 -1951 I-C .30 56 C -1413 4 BOTTOM CHORDS A-E .53 1763 T 881 -1342 E-S1 .50 1607 T 1342 525 Sl-F .55 1607 T -525 -1658 F-D .46 1126 T 1658 -2 WEBS D-C .15 131 C 0 0 G-E = 287 C E-B = 363 T DL+LL DEFL = .20" IN F-D LL DEFL = .09" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999; NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25, EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 236 LBS. 5. FASTEN TRUSS TO BRG A FOR 396 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG D FOR 346 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: L 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus- O 1996-2002 Version 13.0.009 Engineering - Portrait 41M3 4:01:31 PM Page 1 Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 2724ARF H2Ci I 1 HHIP 260000 5 1- 0- 0. 0 CENTEX *MASTER* 2724A ROOF HO 4-1 o0 HO 3-3-1 00 TCj 1 7-0-0 1 19-0-0 4x8 1x4 3x4 3x6 3x6 6x6 5I B F L S2 III C 3x4 J 3-3-1 3AA1 D I E H S1 G F 3x3 1x4 3x4 3x8 4x6 3x6 4x8 W:400 HGR R:2038 R:2216 U: 567 U: 601 BC I 26-0-0 ALL PLATES ARE LOCK20 Scale: 0.241" = 1' Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03 CSI SIZE LUMBER FB TOP .73 2X 4 SP-#2 1500 BTM 1.00 2X 4 SP-SS 2850 WETS .65 2X 4 SP-#3 850 EXCEPTIONS: S1-G 2X 4 SP-#2 • 1500 G-F F-D F-C SAME AS SI-G LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. UNIFORM LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% UNI. LDG. LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 GIRDER LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% GRD. LDG. LIVE DEAD (PLF) TOP CHD 40.0 14.0 BTM CHD .0 20.0 20TAL 40.0 34.0 74.0 EXCEPTIONS: R-C 90.0 31.6 E-D .0 45.0 CONCENTRATED LOADS (LBS) E 280 (LIVE) E 237 (DEAD) SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH LEIS LBS IN-SX A PIN 0 2038 4- 0 D HORZ RLR 0 2216 3- 8 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-J .47 4356 C 1677 626 Robbins Engineering, Inc./Online Plus" MEMBR CSI P(LBS) M@1ST M@2ND J-B .43 4323 C -626 80 B-K .66 4924 C 2520 -2288 K-L .65 4924 C 2288 -2162 L-S2 .56 4536 C 2162 132:1 S2-M .73 4536 C -1311 -3091 M-C .66 2959 C 3091 -15 BOTTOM CHORDS A -I .56 4000 T 1909 1611 I-E .53 4000 T -1611 -901 E-H .46 3995 T 901 -545 H-S1 .51 4536 T 545 903 SI-G 1.00 4536 T -903 -589 G-F .72 2959 T 589 -981 F-D .18 0 T 981 -5 WEBS I-J = 93 C J-E = 13 T E-B = 733 T B-H = 1070 T H-K = 571 C H-L = 459 T G-L = •796 C G-M = 1868 T F-M = 1640 C F-C = 3503 T D-C = 2122 C DL+LL DEFL = .49" IN K-L LL DEFL = .25" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 636•• REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25, EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = '5.0 PSF BC DEAD LOAD = 5.0 PSF 4. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 5. FASTEN TRUSS TO BRG A FOR 567 LEIS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6.;,FASTEN TRUSS TO BRG D FOR 601 LEIS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. GIRDER CONDITION: HALF HIP GIRDER WITH KING -JACKS. OPEN FACE COMMON JACKS. GIRDER SETBACK 7.00 ft. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering. Inc./Online Plus' 0 1996-2002 Version 13.0.009 Engineering - Portrait 4/8/03 4:01:32 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Et:gineering 2724ARF GID 1*2P Si? 200700 5 1- 0- 0 0 CENTEX *MASTER* 2724A ROOF ra HO 4-1 HO 4-8 0 TCJ '' 1 10-4-0 I_ _...•__. 10-3-0 Sx12 B 5 lx4 r .. 4x4 J K 3x4 4x4 4-7-12 1 L 4x14 A Oil Sx16 C H M 1x4 G N S1 6x6,.6x6. F.._.-_ 4x6 D 3x6 w:400 W:400 R:7958 G R:9240 U:2786 6x10 U:3194 20-7-0 -- - ALL PLATES ARE LOCK20 Scale: 0.302" = 1' Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03 r.trrk+•rtrw r R 2-PLY TRUSS rrw wrwwrwrw*. CSI SIZE LUMBER FB TOP .74 2X 4 SP-SS 2850 BTM .87 2X 6 SP-SS 2550 WBS .93 2X 4 SP-#3 850 EXCEPTIONS: G-J 2X 6 SP-#2 1250 LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TO'AL 20.0 17.0 37.0 s;XCEPTIONS : A-B 47.0 30.0 B-C 47.0 30.0 LINEAR VARIATION ALONG A-M AT A 75.6 74.4 AT M 95.6 91.4 M-N 60.5 61.5 N-C 195.2 176.3 CONCENTRATED LOADS (LBS) G 1082 (LIVE) G 920 (DEAD) SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH LBS LBS IN-SX A PIN 1 7958 4-11 C HORZ RLR 0 9240 5- 7 LEFT RIGHT HEEL OIN - 4SX OIN - 11SX MEMBER FORCES - EACH PLY MEMBR CSI P(LBS) M@1ST M@2ND Robbins Engineering, Inc./Online Plus" MEMBR CSI P(LBS) M@1ST M@2ND L-C .74 9107 C -594 638 BOTTOM CHORDS A-H .76 7869 T -2040 3381 H-M .73 7869 T -3381 3741 M-G .70 7869 T -3741 1108 G-N .52 5514 T -1108 3292 N-S1 .53 5514 T -3292 3380 S1-F .61 5514 T -3379 -5476 F-E .72 7113 T 5476 -1359 E-D .81 8407 T 1359 1924 D-C .87 8407 T -1924 1201 WEBS H-I = 413 T I-G = 805 C G-J = 103 C G-B = .2617 T F-B = 2914 T F-K = 2169 C E-K 1846 T E-L = 1474 C D-L = 1036 T DL+LL DEFL = .46" IN N-1 LL DEFL = .26" < BRG-SPAN/240--• :- SPAN/DEFL (DL+LL) = 536 TOP CHORDS A -I 68 8518 C -711 30 1-1 62 7778 C -30 977 ••^ '- ""•- J-B 66 7727 C -977 3227 B=K 44 5981 C -198 522 K=L 56 7694 C 522 594 R. cabins Engineering, Inc./Online Plus- 0 1996-2002 Version 13.0.009 Engineering • Portrait 4/a/03 4:01:33 PM -Pap.; i REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD - 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. TIE-IN LOADS SHOWN WITHOUT DAMAGE TO TRUSS. 5. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 6. FASTEN TRUSS TO BRG A 2-OR2786 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BRG C FOR3194 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 8. 2 COMPLETE TRUSSES REQUIRED. FASTEN TRUSSES TOGETHER W/ 10d NAILS AS EACH LAYER IS APPLIED,STAGGERED AS FOLLOWS MEMBER ROWS SPACING(IN) TOP CHD 1 12.0 BTM CHD 2 8.0 WEBS 2 4.0 PLUS CLUSTERS OF NAILS IF SHOWN. FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#11455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Job hark Quan Type Span- P1-;41 Lef:. OH Right OH Engineering 2724ARF TIC I 8 SP 200700 _ s 0 1- O- 0 CENTEX *MASTER* 2724A ROOF 4-7-12 HO 4-8 HO 4-1 0o0 TC 10-3-0 1 10-4-0 5x4 B 3 3x4 3x6 .1 1 3x4 W:308 W:800 R: 754 R: 830 U: 209 U: 272 BCI _ f I 20-7-0 ALL PLATES ARE LOCK20 Scale: 0.301" = 1' Robbins Engineering, Inc./Online Plus - Online Plus -- Version 13.0.009 DL+LL DEFL = .28" IN S1-D REFER TO ROBBINS ENG. GENERAL RUN DATE: 4- 8-03 LL DEFL = .05" < BRG-SPAN/240 NOTES AND SYMBOLS SHEET FOR SPAN/DEFL (DL+LL) = 883 ADDITIONAL SPECIFICATIONS. CSISIZE LUMBER 1.15FB TOP . 29 2X 4 SP-#2 1720 NOTES: 1 BTM .47 2X 4 SP-#2 1720 1. TRUSSES MANUFACTURED BY - WBS . 21 2X 4 SP-#3 980 East Coast Lumber REPETITIVE MEMBER INCREASES: 2. EMPIRICAL ANALOG IS USED. FB 15.0% FT .0% FC 0% 3.°WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A LATERAL BRACING: WPIN WIND -FORCE RES SYSTEM TOP CHORD - CONTINUOUS FOR EXTERIOR ZONE LOCATION BTM CHORD - CONTINUOUS WIND SPEED - 110 MPH TRUSS SPACING - 24.0 IN. MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B TANDARD LOADING OCCUPANCY FACTOR - 1.00 LUMBER STRESS INCREASE: 25.0% ENCLOSED BUILDING. PLATE STRESS INCREASE: 25.0% TC DEAD LOAD = 5.0 PSF LOADING LIVE DEAD (PSF) BC DEAD LOAD = 5.0 PSF TOP CHD 20.0 7.0 4. ANCHOR TRUSS FOR A TOTAL BTM CHD .0 10.0 HORIZONTAL LOAD OF 105 LBS. TOTAL 20.0 17.0 37.0 5. FASTEN TRUSS TO BRG A SUPPORT CRITERIA FOR 208 LBS OF UPLIFT, JT REACT WIDTH JT REACT WIDTH WHILE PERMITTING NO UPWARD LBS IN-SX LBS IN-SX MOVEMENT OF WALL OR BRG. A 754 3- 8 C 830 8- 0 6. FASTEN TRUSS TO BRG C FOR 272 LBS OF UPLIFT, LEFT RIGHT WHILE PERMITTING NO UPWARD HEEL OIN - 11SX OIN 4SX MOVEMENT OF WALL OR BRG. MEMBR CSI P(LBS) M@1ST M@2ND FABRICATOR NOTES: TOP CHORDS 1. EAST COAST LUMBER 6 SUPPLY A- G .22 1444 C 1327 973 J.C. WEBER P.E.#17455 G- B .21 1441 C 973 1047 5285 ST. LUCIE BLVD. B- H .20 1414 C 993 874 FORT PIERCE FL. 34946 H- C .29 1421 C 874 1738 2. !!!CAUTION!!! READ "HIB-91 BOTTOM CHORDS SUMMARY SHEET" BEFORE ArF . 47 1331 T 12 1449 HANDLING , INSTALLING 6 F- S1 .37 836 T 1449 232 BRACING TRUSSES. 1- D .37 836 T 232 1327 SEE ATTACHED DETAIL SHEET C . 44 1306 T 1327 459 FOR: 1-JACK NAILS. WEBS 2-TBRACE. 3-BEARING BLOCK. F- G = 254 C F-B = 653 T 4. DESIGNER: TJR B- D = 620 T D-H = 245 C Robbins Engineering, Inc./Online Plus- 0 1998-2002 Version 13.0.009 Engineering - Portrait 4/=3 4:01:34 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 2 724ARF T3C I 1 SP 190808 5 1- 0- 0 1- 0- 0 CENTEX *MASTER* 2724A ROOF HO 4-1 HO 4-1 o 0 0 0 0 TC 1 '' 1 9-10-4 I 9-10-4 1 5x4 B 5 1x4 \ lx4 G \ ` H I 3x4 3x4 A C E Sx9 W:400 SPL W:400 R: 790 R: 790 U: 263 U: 261 BC c ALL PLATES ARE LOCK20 Scale: 0.306" = 1' i Robbins Engineering, Inc./Online Plus - Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M@1ST M@2ND REFER TO ROBBINS ENG. GENERAL RUN DATE: 4- B-03 E-H = 361 C NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER 1.15FB DL+LL DEFL = .18" IN E-C- TOP 23 2X 4 SP-#2 1720 LL DEFL = .04" < BRG-SPAN/240 NOTES: BTM .54 2X 4 SP-#2 1720 SPAN/DEFL (DL+LL) 999 1. TRUSSES MANUFACTURED BY - ABS ..19 2X 4 SP-#3 980 East Coast Lumber REPETITIVE MEMBER INCREASES: 2. EMPIRICAL ANALOG IS USED. FB 15.0% FT .0% FC .0% 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A LATERAL BRACING: MAIN WIND -FORCE RES SYSTEM TOP CHORD - CONTINUOUS FOR EXTERIOR ZONE LOCATION Y BTM CHORD - CONTINUOUS WIND SPEED - 110 MPH TRUSS SPACING - 24.0 IN. MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B STANDARD LOADING OCCUPANCY FACTOR - 1.00 LUMBER STRESS INCREASE: 25.0% ENCLOSED BUILDING. PLATE STRESS INCREASE: 25.0% TC DEAD LOAD = 5.0 PSF LOADING LIVE DEAD (PSF) BC DEAD LOAD = 5.0 PSF TOP CHD 20.0 7.0 4. FASTEN TRUSS TO BRG A BTM CHD .0 10.0 FOR 263 LBS OF UPLIFT, TOTAL 20.0 17.0 37.0 WHILE PERMITTING NO UPWARD SUPPORT CRITERIA MOVEMENT OF WALL OR BRG. JT REACT WIDTH JT REACT WIDTH 5•. FASTEN TRUSS TO BRG C LBS IN-SX LBS IN-SX FOR 261 LBS OF UPLIFT, A 790 4- 0 C 790 4- 0 r., WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. LEFT RIGHT RiEEL OIN - 4SX OIN - 4SX FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY MEMBR CSI P(LBS) M@1ST M@2ND J.C. WEBER P.E.#17455 TOP CHORDS 5285 ST. LUCIE BLVD. A-G .23 1315 C -189 -1396 FORT PIERCE FL. 34946 G-B .22 977 C 1396 -705 2. !!!CAUTION!!! READ "HIB-91 B-H .22 977 C 705 -1396 SUMMARY SHEET" BEFORE H-C .23 1315 C 1396 189 HANDLING , INSTALLING & BOTTOM CHORDS BRACING TRIISSES.• A-E .54 1224 T 773 -2072 3. SEE ATTACHED DETAIL SHEET E-C .54 1224 T 2072 -773 FOR: 1-JACK NAILS. WEBS 2-TBRACE. 3-BEARING BLOCK. G-E = 361 C E-B = 516 T 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus*" 0 1996-2002 Version 13.0.009 Engineering - Portrait 4/9/03 4:01:34 PM Page 1 Job nark Quan Type Span Pl-H1 Left OH Right OH Engii:eering 2724ARF HIB 1 1 SP 200800 5 0 1- O- 0 CENTEX *MASTER* 2724A ROOF HO 4-1 so 4-1 TC1 6-10-8 I 2-11-0 l 0 8-10-8 axe 4x4 B C 5 1x4 lx4 I J 4-0-7 3x4 3x4 A p 3xx 4 S1 F 3x6 3x8 W:800 W:800 R: 764 R: 826 U: 226 U: 288 HC20-8-0 20-8-0 ALL PLATES ARE LOCK20- Scale: 0.304" = 1' Robbins Engineering, :I-nc./Online Plus - Online Plus -- Version 13.0.009 DL+LL DEFL = .13" IN F-D R)FER TO ROBBINS ENG. GENERAL RUN DATE: 4- 8-03 LL DEFL = .05" < BRG-SP.;N/240 NOTES AND SYMBOLS SHEET FOR SPAN/DEFL (DL+LL) = 999 ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER 1.15FB TOP .20 2X 4 SP-#2 1720 NOTES: BTM .44 2X 4 SP-#2 1720 1. TRUSSES MANUFACTURED BY - WBS .13 2X 4 SP-#3 980 East Coast Lumber REPETITIVE MEMBER INCREASES: 2. EMPIRICAL ANALOG IS USED. FB 15.0% FT .0% FC 0% 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A LATERAL BRACING: MAIN WIND -FORCE RES SYSTEM TOP CHORD - CONTINUOUS FOR EXTERIOR ZONE LOCATION BTM CHORD - CONTINUOUS WIND SPEED - 110*MPH TRUSS SPACING - 24.0 IN. MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B STANDARD LOADING OCCUPANCY FACTOR - 1.00 LUMBER STRESS INCREASE: 25.0% ENCLOSED BUILDING. PLATE STRESS INCREASE: 25.0% TC DEAD LOAD = 5.0 PSF LOADING LIVE DEAD (PSF) BC'DEAD LOAD = 5.0 PSF TOP CHD 20.0 7.0 4. PROVIDE DRAINAGE TO BTM CHD .0 10.0 PREVENT WATER PONDING. TOTAL 20.0 17.0 37.0 5. FASTEN TRUSS TO BRG A SUPPORT CRITERIA FOR 226 LBS OF IIPLIFT, J.T REACT WIDTH JT REACT WIDTH WHILE PERMITTING NO UPWARD LBS IN-SX LBS IN-SX MOVEMENT OF WALL OR BRG. 764 8- 0 D 826 8- 0 FASTEN TRUSS TO BRG D FOR 288 LBS OF IIPLIFT, LEFT RIGHT WHILE PERMITTING NO UPWARD HEEL OIN - 4SX OIN 4SX MOVEMENT OF WALL OR BRG. MEMBR CSI P(LBS) M@1ST M@2ND FABRICATOR NOTES: TOP CHORDS 1. EAST COAST LUMBER b SUPPLY A -I .19 1361 C 698 849 J.C. WEBER P.E.#17455 I-B .14 1085 C 849 327 5285 ST. LUCIE BLVD. B-C .10 998 C 496 496 FORT PIERCE FL. 34946 C-J .14 1085 C 327 849 2. !!!CAUTION!!! READ "HIB-91 J-D .20 1361 C 849 698 SUMMARY SHEET" BEFORE BOTTOM CHORDS HANDLING , INSTALLING 6 A-G .44 1257 T 1348 837 BRACING TRUSSES. G-S1 .31 997 T- 837 595 3. SEE ATTACHED DETAIL SHEET S1-F .31 997 T 595 837 FOR: 1-JACK NAILS. F-D .44 1257 T 837 1348 2-TBRACE. 3-BEARING•BLOCK. WEBS 4. DESIGNER: TJR I-G = 290 C G-B = 235 T B-F = 64 T F-C = 235 T F-J = 290 C Robbins Engineering. Inc./Online Plus- 01996-2002 Version 13.0.009 Englneering - Portrait 4/W3 4:01:35 PM Page 1 ' Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering1-2724ARF HIA 1 SP 200800 5 1- 0- 0 1- 0- 0 MASTER* 27 ROOF HO 4-1 o HO 4-1 0 0 o o TCt 'i 1 7-0-0 1 6-8-0 - I 7-0-0 I 4x8 1x4 4x8 j-- B N C 3x4 3x4 3x6 3X: 3x4 3x4 W:800 __.....-. __ R:1645 ,.:.it-.'.- .' W:800 U: 460 R:2644 U: 460 BC 0-8-0 ------ i 20-9..n -- - Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03 CSI SIZE LUMBER FB TOP .67 2X 4 SP-#2 1500 BTM .83 2X 4 SP-#2 1500 WBS .23'. 2X 4 SP-#3 850 LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. UNIFORM LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% i UNI. LDG. LIVE DEAD (PSF) TOP CHD 20.0 7.0 t BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 GIRDER LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% GRD. LDG. LIVE DEAD PLF) TOP CHD 40.0 14.0 BTM CHD 0 20.0 TOTAL 40.0 34.0 74.0 EXCEPTIONS: B-C 90.0 31.6 I-G 0 45.0 CONCENTRATED LOADS (LBS) I 280 LIVE) I 237 DEAD) G 280 LIVE) G 237 DEAD) SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 1645 8- 0 D 1644 8- 0 LEFT RIGHT HEEL OIN 4SX OIN 4SX iV-MBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-L .67 3184 C 3238 1787 L-M .43 3255 C -1787 310 ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online P1us- MEMBR CSI P (LBS) M@1ST M@2ND M-B .31 3231 C 310 0 B-N .31 3303 C 1051 -983 N-C .31 3303 C 983 -1052 C-0 .31 3231 C 0 -310 O-P .43 3255 C 310 1787 P-D .67 3184 C -1787 -3238 BOTTOM CHORDS A-J .83 2871 T 1725 974 J-I .73 3033 T -974 -319 I-S1 .63 2977 T 319 452 S1-H .63 2977 T -452 -275 H-G .63-• 2977 T 275 -319 G-F .73 3033 T - 319 974 F-D .83 2871 T''---974 -1725 WEBS. L-J = 187 T J=M ' "-130, C M-I = 78 C I-B.,,= .721 B-H = 423 T H-N• = 392 C H-C = 423 T G-C', = "11 T G-0 = 78 C F-C = 1:30 C F-P = 187 T DL+LL DEFL = .24" IN B-N LL DEFL = .13" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 Scale: 0.294" = 1' REFER TO ROBBINS ENG.•GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25, EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF PROVIDE DRAINAGE TO PREVENT WATER PONDING. S. FASTEN TRUSS TO BRG A FOR 460 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG D FOR 460 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. GIRDER CONDITION: STEP DOWN HIP GIRDER WITH KING -JACKS. OPEN FACE COMMON JACKS. GIRDER SETBACK 7.00 ft. 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 "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING b BRACING TRUSSES. Y. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus- 0 1996-2002 Version 13.0.009 Engineering - Porinall 4/a/03 4:01:36 PM Page 1 Job Mark Quan Type Span Pl-HI Left OH Right OH Engineering 2724ARF G3D I 1*2P SP 190808 5 0 0 CENTEX *MASTER* 2724A ROOF HO 4-1 HO 4-1 TC1 9-10-4 1 9-20-4 5x8 B lx4 lx4 J 5 K 3x4 3x4 4-5-5 I L 4x10 4x10 A C RLi I 2x4 H G 6xl0 F 6x6 M Djjj 2x4 SPL I' I W:400 W:400 R:5406 E R:3681 U:1847 6x10 U:1240 8 19o 8 ALL PLATES ARE LOCK20, PLATE SELECTED IN PLATE MONITOR Scale: 0.324" = 1' Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03 wr++ aaaawrawaa 2- PLY TRUSS + w+ aw+++w+w++w+w CSI SIZE LUMBER FB TOP . 52 2X 4 SP-#2 1500 BTM . 76 2X 6 SP-#2 1250 WBS . 48 2X 4 SP-#3 850 EXCEPTIONS: A- H 2X 6 SP-SS 2550 ri- G G-F SAME AS A-H G- J 2X 6 SP-#2 1250 E- K SAME AS G-J LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0. IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHO 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 EXCEPTIONS: A- M 129.9 120.6 CONCENTRATED LOADS (LBS) E 1134 (LIVE) E 963 (DEAD) SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH LBS LBS IN-SX A PIN 0 5406 4- 0 C HORZ RLR 0 3681 4- 0 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBER FORCES - EACH PLY EMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A - I .52 5415 C -1077 170 I- J .33 4411 C -170 421 J- B .42 4393 C -421 -898 B- K .41 4335 C 784 400 K- L .34 4350 C -400 304 L- C .44 4362 C -304 41 BOTTOM CHORDS A- H .54 5007 T -2107 709 H- G .50 5007 T -709 -369 G- F .35 3179 T '369 -3131 F- M .69 3i79 T 3131 1316 Robbins Engineering, Inc./Online Plus" MEMBR CSI P(LBS) M01ST M@2ND M- E .55 3179 T -1316 1505 E- D .76 4024 T -1505 2677 D- C .76 4024 T -2677 347 WEBS H- I = 764 T I-G = 1057 •.0 G- J = 49 T G-B 1502 T F- B = 870 T B-E = a409 T E- K = 52 T E-L = 30 T. D- L = 68 C DL+ LL DEFL = .27" AT J• LL DEFL = .15" < BRG-SPAN/240 SPAN/ DEFL'(DL+LL) = 877•. REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1., TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY.- B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. TIE-IN LOADS SHOWN WITHOUT DAMAGE TO TRUSS. 5. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 129 LBS. 7. FASTEN TRUSS TO BRG A FOR1847 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. B. FASTEN TRUSS TO BRG C FOR1240 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 9. 2 COMPLETE TRUSSES REQUIRED. FASTEN TRUSSES TOGETHER W/ 10d NAILS AS EACH LAYER IS APPLIED, STAGGERED AS FOLLOWS MEMBER ROWS SPACING(IN) TOP CHD 1 12.0 BTM CHO 2 11.5 WEBS 2 4.0 PLUS CLUSTERS OF NAILS IF SHOWN. 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 "RIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2- TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus"' 01996-2002 Version 13.0.009 Engineering - Portrait 4/8/03 4:01:37 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 2 724ARF H3A 1 SP 190808 5 1- O- O 1 O- O CENTEX *MASTER* 2724A ROOF HO 4-1 HO 4-1 o o o o 0 0 Tcl "i I 7-0-0 I 5-8=8•;_' ! 7-0-0 4x8 lx4 3x4 lx4 4x8 B O K P C 1x4 14.4- 4x8 4.6 14.8 4.4 1.4 SPL W:800 R:1660 _ R:1547 t:^ iU: 576 .:,:... ` U: 540 ac ALL PLATES ARE LOCIC20 Scale: 0.306" = 1' Robbins Engineering,.Inc./Online Plus- 2 Online Plus -- Version 13.0.009 MEMBR CSI P(LBS)'M@1ST M@2ND REFER To kWISBINS rrvt. 4,ZeM.Ru.. RUN DATE: 4-15-03 M-F 49 2841 T-1303•'-;r635 NOTES AND SYMBOLS SHEET FOR F-E 60 2876 T 635 2502 ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER FB E-D 60 2876 T -2502 757 TOP .34 2X 4 SP-#2 1500 WEBS NOTES: BTM .63 2X 6 SP-#2 1250 I-J 102 C J-H = 70 T 1. TRUSSES MANUFACTURED BY - WBS .27 2X 4 SP-#3 850 H-B 753 T B-N = 376 T East Coast Lumber N-O 58 T N-K = ' 97 C 2. EMPIRICAL ANALOG IS USED. LATERAL BRACING: K-M 100 C M-P = 99 T 3. WIND LOADS - ANSI/ASCE 7-98 TOP CHORD - CONTINUOUS M-C 834 T F-C = 249 T TRUSS IS DESIGNED AS A BTM CHORD - CONTINUOUS F-L 66 T E-L = lie C MAIN WIND -FORCE RES SYSTEM TRUSS SPACING - 24.0 IN. FOR EXTERIOR ZONE LOCATION DL+LL DEEM = .19" AT R WIND SPEED - 110 MPH STANDARD LOADING LL DEFL = .10" < BRG-SPAN/240 MEAN ROOF HEIGHT - 25' LUMBER STRESS INCREASE: 25.0% SPAN/DEFL (DL+LL) 999 EXPOSURE CATEGORY - B PLATE STRESS INCREASE: 25.09 OCCUPANCY FACTOR - 1.00 LOADING LIVE DEAD (PSF) ENCLOSED BUILDING. TOP CHD 20.0 7.0 TC DEAD LOAD.-. 5.0 PSF BTM CHD .0 10.0 BC DEAD LOAD = 5.0 PSF TOTAL 20.0 17.0 37.0-• 4. PROVIDE DRAINAGE TO EXCEPTIONS: PREVENT WATER PONDING. Q-R 29.3 '45.8 r,,. E .... ...... - 5. •FASTEN TRUSS TO BRG A CONCENTRATED LOADS (LBS) FOR 576 LBS OF UPLIFT, B 327 (LIVE) WHILE PERMITTING NO UPWARD H 278 (DEAD) i.:. .. ;:a^':::: 1::i: .i;:1iA'? MOVEMENT OF WALL OR BRG. f M 411 (LIVE) r• .^,---Tw----»r» 6. FASTEN TRUSS TO BRG D t M 350 (DEAD) FU:+. 540 LBS OF UPLIFT, SUPPORT CRITERIA r'' WHILE PERMITTING NO UPWARD JT REACT WIDTH JT REACT WIDTH' kbs, va- P.;%1..z ? MOVEMENT OF WALL OR BRG. LBS IN-SX LBS IN-SX 1660 8- 0 D 1547 8- 0 FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY LEFT RIGHT J.C. WEBER P.E.#17455 HEEL OIN - 4SX OIN 4SX 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 MEMBR CSI P(LBS) M@1ST M@2ND 2. !!!CAUTION!!! READ "HIB-91 TOP CHORDS SUMMARY SHEET" BEFORE A-J .34 3388 C 618 134 HANDLING , INSTALLING 6 J-B .25 3342 C -134 77 BRACING TRUSSES. B-0 .31 3289 C 969 583 3. SEE ATTACHED DETAIL SHEET O-K .31 3289 C -583 140 FOR: 1-JACK NAILS. K-P .32 3288 C 140 792 2-TBRACE. 3-BEARING BLOCK. P-C .32 3288 C -792 1265 C-L .29 3079 C -140 17 L-D .32 3120 C 17 532 BOTTOM CHORDS A -I .63 3121 T 852 2563 I-H .63 3121 T -2563 132 H-Q .45 3088 T -132 390 Q-N .45 3088 T -390 35 4 N-R .57 3325 T -35 1473 R-M. .57 3325 T -1473 1303 RAbins Engineedng, Ir,c./Online Plus'4 O 1996.2003 Version 14.0.005 cngineermg - Portrslt..7118l033.11.23d2AM.Page.1 ,.,.. t• Job Mark 2%241QRI'' Quan Type Span P1-HI Left OH Right OHH3Bg Engineering1SP19080851- 0- 0 1- 0- 0CENTEX *MASTER* 2724A ROOF HO 4-1 0o HO 4-1 oo o TCf 9-0-0 0 1 1-8-8 I. 9-0-0 I ~ 4x8 4x4 B c I I - -- - ---- txa W:BUO R: 790 F7 U: 272 R: 790 U: 272 19-8-8 ALL PLATES ARE LOCH2O Online Plus -- Version 13. 0. 009 MEMBR s CSI Engineering, MISTneRUNDATE: 4- 8-03 F-C = 220 T F-J - 350 C CSI SIZE LUMBER 1.15FB E-J 61 T r TOP .20 2X 4 SP-#2 1720 BTM .34 2X 4 SP-#2 1720 WBS .16 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHID .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 790 8- 0 D 790 8- 0 LEFT RIGHT REEL OIN - 4SX OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS DL+LL DEFL = 10" IP? I-?• LL DEFL = .04" < BRG-SPAN 240 SPAN/DEFL (DL+LL) = 999 A -I 20 1313 C 1200 744 I-B 14 972 C 744 318 B-C 09 895 C 510 513 C-J 14 973 C 322 743 J-D 20 1313 C 743 1199 BOTTOM CHORDS A-H 34 1209 T 792 50 H-G 29 1209 T 50 311 G-S1 21 894 T 311 229 S1-F 21 894 T 229 319 F-E 28 1209 T 319 52 E-D 34 1209 T 52 792 WEBS H-I = 61 T I-G 351 C G-B = 220 T B-F 61 T Robbins Engineering, Inc./Online Plus*" C 1996-2002 Version 13.0.009 Engineering - Portrait 418103 4:01:37 PM Page 1 Scale: 0.306" = 1 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25, EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. PROVIDE DRAINAGE TO PREVENT WATER PONDING. S. FASTEN TRUSS TO BRG A FOR 272 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG D FOR 272 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Job Mark 2 724ARF T4B CENTEX *MASTER* 272 ROOF Quan Type Span P1-H1 Left OH Right OH 3 SP 80808... _ 5 0 1- 0- 0 Engineering HO 4-1 HO 4-1 TCI 4-4-4 I __. 4-4-4 11-0-0 I 5x4 s 2-1-13 3x4 3x4 A C D lx4 7 W:308 R: 322 U: 89 BCj r 8=8-8 -- -- ALL PLATES ARE 1XIC C2G Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03' CSI SIZE LUMBER 1.15FB TOP .11 •2X 4 SP-#2 1720 BTM .16 2X 4 SP-#2 1720 WES .04 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) i TOP CHD 20.0 7.0 9TM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LES IN-SX LES IN-SX A 322 3- 8 C 383 3- 8 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-B .11 443 C 215 -594 B-C .11 443 C 594 -215 BOTTOM CHORDS A-D .16 412 T -384 -566 D-C .16 412 T 566 384 WEBS D-B = 118 T Robbins Engineering, Inc./Online Plus- 19 DL+LL DEFL = .02" IN B-C LL DEFL = .01" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 RnXAr.s Engineering. Ina/ONine Pius- 0 1996-2002 Version 13.0.009 Engineering - Portrait 4/8/03 4:D1:38 PM Page 1 W:308 R: 383 U: 150 Scale: 0.635" = 1 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 251 EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4 FASTEN TRUSS TO ERG A FOR 89 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. 5. FASTEN TRUSS TO ERG C FOR 150 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. 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 "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Job Mark Quan Type Span PI-Hl Left OH Right OH Engineering 2724ARF H4C I l SP 80808 5 1- 0- 0 0 CENTEX *MASTER* 2724A ROOF HO 4-1 HO 2-5-1 TCj 1-0-0 1 5-0-0 3-8-8 1 4x4 2x3 5 2-5-1 3x4 A D x4 W:400 W:400 R: 384 R: 321 U: 170 U: 120 BC S 8-8-8 - a ALL PLATES ARE LOCK20 r ; Scale: 0.626" = 1' Robbins Engineering, Inc./On14_e Plus - Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03 CSI SIZE LUMBER 1.15FB TOP .26 2X 4 SP-#2 1720 BTM .30 2X 4 SP-#2 1720 WBS .13 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. I STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 s: a, I'.• SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 384 4- 0 D 321 4- 0 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-E .26 308 C -1138 -279 E-B .20 263 C 279 -1281 B-C .10 32 C -77 4 BOTTOM CHORDS A-D .30 295 T 656 -2 WEBS D-C .06 86 C 0 0 B-D = 336 C DL+LL DEFL = .18" IN A-D LL DEFL = .01" <•BRG-SPAN/240 SPAN/DEFL (DL+LL) = 581 Robbins Engineering, Inc./Online Plus- 0 1996-2002 Version 13.0.009 Engineering - Portrait 4/BM3 4:01:39 PM Pepe 1 REFER TO ROBBI14S ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED, BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25, EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 137 LBS. 5. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 6. FASTEN TRUSS TO BRG A FOR 170 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BRG D FOR 120 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING fi BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Job Mark Quan 24ARF H4A 1 1 4TEX *MASTER* 2724A ROOF Type Span '`" Pl-H1 Left OH Right OH Bngineerinti SP 80808 5 1- 0- 0 1- 0- 0 Ho 4-1 HO 4-1TCI1-0-0 3-0-0 1 2-8-8 1 3-0-0 1 1-0-0 4x8 4x4 R: 479 U: 143 BCj ALL PLATES ARE LOCK20 Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03 CSI SIZE LUMBER FB TOP .09 2X 4 SP-#2 1500 BTM .18 2X 4 SP-#2 1500 WEIS .04 2X 4 SP-#3 850 LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. UNIFORM LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% i UNI. LDG. LIVE DEAD PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL .20.0 17.0 37.0 GIRDER LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% GRD. LDG. LIVE DEAD PLF) TOP CHD 40.0 14.0 BTM CHD .0 20.0 TOTAL 40.0 34.0 74.0 EXCEPTIONS: B-C 50.0 17.6 F-E .0 25.0 CONCENTRATED LOADS (LBS) F 40 (LIVE) F 34 (DEAD) E 40 (LIVE) E 34 (DEAD) SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LEIS IN-SX A 479 4- 0 D 479 4- 0 LEFT RIGHT HEEL OIN - 4SX OIN 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS, A-B .08 734 C 216 99 B-C .09 681 C 182 194 Robbins Engineering, Inc./Online Plus, MEMBR CSI P(LBS) M@1ST M@2ND C-D 08 739 C 122 228 BOTTOM CHORDS A-F 15 675 T 85 38 F-E 18 675 T -38 8 E-D 15 680 T 8 89 WEBS F-B = 127 T B-E = 5 T E-C = 129 T DL+LL DEFL = .02" IN B-C LL DEFL = .01" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 i W:400 R: 479 U: 143 Scale: 0.588" = 1' REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF PROVIDE DRAINAGE TO PREVENT WATER PONDING. S. FASTEN TRUSS TO BRG A FOR 143 LBS OF IIPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG D FOR 143 LBS OF IIPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. GIRDER CONDITION: STEP DOWN HIP GIRDER WITH KING -JACKS. OPEN FACE COMMON JACKS. GIRDER SETBACK 3.00 ft. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ 11HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering. Inc./Online Plus- 0 1996-2002 Version 13.0.009 Engineering- Pon all 4/8103 4:01:40 PM Pagel Job mark Quan Type Span PI-H1 Left OH Right OH Eisgineering 2724ARF MV8 1 VLM. SB 80000 5 0 0 CENTEX *MASTER* 2724A ROOF HO 3-4-0 TC8-0-0 2x3 B r 5 lx4 D 3- 4-0 ' 3x4 L _ A E C lx4 2x3 IN BC8- 0-0 8 ALL PLATES ARE LOCK20 Scale: 0.551" = 1' Robbins Engineering, Inc./Online Plus - Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03 CSI SIZE LUMBER 1.15FB TOP . 18 2X 4 SP-#2 1720 BTM . 05 2X 4 SP-#2 1720 WEIS . 05 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA CONTINUOUS BETWEEN JNTS A 6 C LEFT RIGHT GIRD OIN - OSX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A- D .18 121 C -255 928 D- B .18 38 C -928 5 BOTTOM CHORDS A- E .05 0 T -343 -84 E- C .01 0 T 84 0 WEBS E- D = 254 C C-B = 92 C DL+ LL DEFL = .02" IN D-B LL DEFL < BRG-SPAN/240 SPAN/ DEFL (DL+LL) = 999 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 139 LBS. 5. FASTEN TRUSS TO BRG C FOR 74 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG E FOR 204 LEIS OF UPLIFT, f•.•. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 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 "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2- TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus' 0 1996.2002 Version 13.0.009 Engineering - Portrait 4/8/03 4:01:40 PM Page 1 Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering 2724ARF G7 1 1 SP 70000 5 0 0 CENTEX *MASTER* 2724A ROOF 80 4-1 1O 3-3-1 TC7-0-0 1 2x3 B 5 3x4 3- 3-1 3x8 A C 4x4 D lx4 W: 400 BGR R: 835 R: 830 U: 279 U: 308 Ec - 0-0 ALL PLATES ARE LOCR20 Scale: 0.527" = 1. 11 Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03 CSI SIZE LUMBER FB TOP . 17 2X 4 SP-#2 1500 BTM . 36 2X 6 SP-#2 1250 WBS . 31 2X 4 SP-#3 850 LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.096 LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37..0 EXCEPTIONS: A- C 44.3 47.7 j SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 835 4- 0 C 830 4- 0 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A- E .17 1039 C -728 -698 E- B .12 73 C -348 3 BOTTOM CHORDS A- D .36 974 T -1862 -1861 D- C .29 974 T 1861 -23 WEBS C- B .11 69 C 0 0 D- E = 699 T E-C = 1100 C DL+ LL DEFL = .03" IN A-E LL DEFL = .02" < BRG-SPAN/240 SPAN/ DEFL (DL+LL) = 999 Robbins Engineering, Inc;/Online ?1us" REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B OCCUPANCY FACTOR -•1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 197 LBS. 5. FASTEN TRUSS TO BRG A FOR 279 LBS OF IIPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG C FOR 308 LBS OF IIPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J. C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!! CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2- TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus- 0 1996-2002 Version 13.0.009 Engineering - Portrait 4/=3 4:01:41 PM ,-'age 1 Job Mark Quan Type Span • Pl-Hl Left OH Right OH Engineering 2724ARF MV6 1 1 VLM. SB 60000 • 5 0 0 CE14TEX *MASTER* 2724A ROOF HO 2-6-0 TC6-0-0 2x3 5 2- 6-0 3x4 2x3 BCj6- 0-0 ALL PLATES ARE LOCA20 Scale: 0.671" = 1' Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03 CSI SIZE LUMBER 1.15FB TOP . 32 2X 4 SP-#2 1720 BTM . 22 2X 4 SP-#2 1720 WBS . 03 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA CONTINUOUS BETWEEN JNTS A & C LEFT RIGHT GIRD OIN - OSX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A- D .31 62 C -1080 -1549 D- B .32 51 C 1549 5 BOTTOM CHORDS A- C .22 0 T -1431 0 WEBS C- B = 146 C DL+ LL DEFL = .12" AT D LL DEFL < BRG-SPAN/240 SPAN/ DEFL (DL+LL) = 584 Robbins Engineering, Inc./Online Plus - REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 101 LBS. 5. FASTEN TRUSS TO BRG A FOR 86 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG C FOR 130 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J. C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !,!! CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2- TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus- 0 1996.2002 Version 13.0.009 Engineering - Portrall 4/8/03 4:01:41 PM Page 1 Job Mark Quan Type Span Pl-HI Left OH Right OH Engineering 2724ARF MT14 1 2 VLM. SB 40000 5 0 0 CENTEX *MASTER* 2724A ROOF Ho 1-8-0 TIC 4-0-0 5 2x3 T 1-8-0 3x4 Vw 2x3 C 4-0-0 ALL PLATES ARE LOCK20 Scale: 0.801" = 1' Robbins Engineering, Inc./Online Plus - Online Plus -- Version 13.0.009 RUN DATE: 4- B-03 CSI SIZE LUMBER 1.15FB TOP .14 2X 4 SP-#2 1720 BTM .09 2X 4 SP-#2 1720 i WEIS .02 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA CONTINUOUS BETWEEN JNTS A & C LEFT RIGHT GIRD OIN - OSX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-D .14 41 C -448 -642 D-B .14 34 C 642 5 BOTTOM CHORDS K-C .09 0 T -617 0 WEBS C-B = 99 C DL+LL DEFL = .02" AT D LL DEFL < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG A FOR 58 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 5. FASTEN TRUSS TO BRG C FOR 86 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4.'DESIGNER: TJR Robbins Engineering, Inc./Online Plus- 0 1998.2002 Version 13.0.009 Engineering - Ponraft 4/8/03 4:01:42 PM Page 1 Job Maxk Quart Type Span Pl-H1 Left OH Right OH Engineering 2724ARF MV2 I 2VLMA. SB 20000 5 0 0 CENTEX *MASTER* 2724A ROOF HO 10-0 TC2-0-0 5 2x3 C 2x3 10- 0 3x4 Vw SC 2-0-0 ALL PLATES ARE LOCK20 Scale: 0.919" = 1' Robbins Engineering, Inc./Online P1u.Q•. Online Plus -- Version 13.0.009 DL+LL DEFL = .00" AT D REFER TO ROBBINS ENG. GENERAL RUN DATE: 4- 8-03 LL DEFL < BRG-SPAN/240 NOTES AND SYMBOLS SHEET FOR SPAN/ DEFL (DL+LL) = 999 ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER 1.15FB TOP . 03 2X 4 SP-#2 1720 NOTES: BTM . 02 2X 4 SP-#2 1720 1. TRUSSES MANUFACTURED BY - WBS . 01 2X 4 SP-#3 980 East Coast Lumber REPETITIVE MEMBER INCREASES: 2. EMPIRICAL ANALOG IS USED. FB 15.0% FT .0% FC .0% 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A LATERAL BRACING: MAIN WIND -FORCE RES SYSTEM TOP CHORD - CONTINUOUS FOR EXTERIOR ZONE LOCATION BTM CHORD - CONTINUOUS WIND SPEED - 110 MPH TRUSS SPACING - 24.0 IN. MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B STANDARD LOADING r OCCUPANCY FACTOR - 1.00 LUMBER STRESS INCREASE: 25.0% ENCLOSED BUILDING. PLATE STRESS INCREASE: 25.0% TC DEAD LOAD = 5.0 PSF LOADING LIVE DEAD (PSF) BC DEAD LOAD = 5.0 PSF TOP CHD 20.0 7.0 BTM CHD .0 10.0 LL n FABRICATOR NOTES: TOTAL 20.0 17.0 37.0 1. EAST COAST LUMBER & SUPPLY SUPPORT CRITERIA A": I J.C. WEBER P.E.#17455 CONTINUOUS BETWEEN JNTS A & C 5285 ST. LIICIE BLVD. FORT PIERCE FL. 34946 LEFT RIGHT 2. !!!CAUTION!!! READ "HIB-91 GIRD OIN - OSX SUMMARY SHEET" BEFORE HANDLING , INSTALLING & MEMBR CSI P(LBS) M@1ST M@2ND BRACING TRUSSES. TOP CHORDS 3. SEE ATTACHED DETAIL SHEET A- D .03 20 C -91 -128 FOR: 1-JACK NAILS. D- B .03 17 C 128 5 2-TBRACE. 3-BEARING BLOCK. BOTTOM CHORDS 4. DESIGNER: TJR A- C .02 0 T -141 0 WEBS C- B = 52 C Robbins Engineering, Inc./Online Plus- 0 1996-2002 Version 13.0.009 Engineering - Portrait 4403 4:01:42 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 2724ARF EJ7 1 24 ENDJO 70000 5 i- 0- 0 0 CENTEX *MASTER* 2724A ROOF t.. HO 4-1 HO 3-3-1 TCj 1-0-0 1 7-.0-0__ 3-3-1 3 56 26 W:400 .. W:08 R: 326 ..... _. ...a... R: 85 U: 124 BC ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus - Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03 CSI SIZE LUMBER 1.15FB TOP .47 2X 4 SP-#2 1720 BTM .34 2X 4 SP-#2 1720 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 SM-1 CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 326 4- 0 B 166 0- 8 C 85 0- 8 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-D .46 68 C -1205 -2051 D-B .47 56 C 2051 0 BOTTOM CHORDS A-C .34 0 T -1674 0 WEBS DL+LL DEFL = .26" AT D LL DEFL = .03" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 326 s I: Scale: 0.535" = 1' REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25, EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 151 LBS. 5. FASTEN TRUSS TO BRG A FOR 124 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG B FOR 126 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 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 11HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. • 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus- 0 1996.2002 Version 13.0.009 Engineering - Portrait 4/8/03 4:01:43 PIA P3f • 1 Job Mark 2 ?24AAF CJS CENTEX *MASTER* 2724A ROOF 2-5-1 Quart Type Span PI-H1 Left OH Right OH 12 ENDJO 50000 5 1- 0- 0 0 HO 4-1 HO 2-5-1 TCI 1-0-0 I 5-0-0 I 7 8 7 W:400 W:08 R: 252 R: 61 U: 106 ac - - 5-0-0 Fm ALL PLATES ARE LOCK20 Engineering Scale: 0.661" = 1' Robbins Engineering, Inc./Online Plus - Online Plus -- Version 13.0.009 REFER TO ROBBINS ENG. GENERAL RUN DATE: 4- 8-03 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER 1.15FB TOP .23 2X 4 SP-#2 1720 NOTES: BTM .17 2X 4 SP-#2 1720 1. TRUSSES MANUFACTURED BY - REPETITIVE MEMBER INCREASES: East Coast Lumber FB 15.0% FT -.0% FC .0% 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 LATERAL BRACING: TRUSS IS DESIGNED AS A TOP CHORD - CONTINUOUS MAIN WIND -FORCE RES SYSTEM BIM CHORD - CONTINUOUS FOR EXTERIOR ZONE LOCATION TRUSS SPACING - 24.0 IN. WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' STANDARD LOADING EXPOSURE CATEGORY - B LUMBER STRESS INCREASE: 25.0% OCCUPANCY FACTOR - 1.00 PLATE STRESS INCREASE: 25.0% ENCLOSED BUILDING. LOADING LIVE DEAD (PSF) TC DEAD LOAD = 5.0 PSF TOP CHD 20.0 7.0 BC DEAD LOAD = 5.0 PSF BTM CHD .0 10.0 4. ANCHOR TRUSS FOR A TOTAL TOTAL 20.0 17.0 37.0 HORIZONTAL LOAD OF 112 LBS. SUPPORT CRITERIA 5. FASTEN TRUSS TO BRG A JT REACT WIDTH JT REACT WIDTH FOR 106 LBS OF UPLIFT, LBS IN-SX LBS IN-SX WHILE PERMITTING NO UPWARD A 252 4- 0 B 117 0- 8 MOVEMENT OF WALL OR BRG. C 61 0- 8 6. FASTEN TRUSS TO BRG B FOR 88 LBS OF UPLIFT, LEFT RIGHT WHILE PERMITTING NO UPWARD HEEL OIN - 4SX MOVEMENT OF WALL OR BRG. MEMBR CSI P(LBS) M@1ST M@2ND FABRICATOR NOTES: TOP CHORDS 1. EAST COAST LUMBER & SUPPLY A-D .23 48 C -463 -1009 J.C. WEBER P.E.#17455 D-B .23 39 C 1009 0 5285 ST. LUCIE BLVD. 1,r BOTTOM CHORDS FORT PIERCE FL. 34946 A-C .17 0 T -906 0 2. CAUTION!!! READ "HIB-91 WEBS SUMMARY SHEET" BEFORE HANDLING , INSTALLING & DL+LL DEFL = .06" AT D BRACING TRUSSES. LL DEFL = .0111 < BRG-SPAN/240 3. SEE ATTACHED DETAIL SHEET SPAN/DEFL (DL+LL) = 946 FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus' C 1996-2002 Version 13.0.009 Engineering - Portrait 4/8/03 4:01:43 PM Page 1 Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 2" 4ARF EJ3 1 3 SP 30000 5 1- 0- 0 0 ICENTEX *MASTER* 2724A ROOF Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03 CSI SIZE LUMBER 1.15FB TOP .08 2X 4 SP-#2 1720 BTM .06 2X 4 SP-#2 1720 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING ' LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH LBS LBS IN-SX A PIN -1 179 4- 0 CHORZ RLR 0 36 0- 8 B• HORZ RLR 0 67 0- 8 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A- D .07. 28 C -54 -331 D- B .08 23 C 331 0 BOTTOM CHORDS A- C .06 0 T -360 0 WEBS DL+ LL DEFL = .01" AT D LL DEFL = .00" < BRG-SPAN/240 SPAN/ DEFL (DL+LL) = 999 HO 4-1 HO 1-7-1 TO 1-0-0 1 3-0-0 1 W: 08 R: 67 U: 51 W: 400 W:08 R: 179 R: 36 U: 88 BC! 3-0-0 3- 0-0 ALL PLATES ARE LOCK20 Scale: 0.575" = 1' Robbins Engineering, Inc./Online Plus - REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR AL;: iITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG A FOR 88 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. ti... 5. FASTEN TRUSS TO BRG B FOR 51 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FILBRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J. C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!! CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2- TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering. Inc./Online Plus- 0 1996-2002 Version 13.0.009 Engineering - Portrait 4/8103 4:01:44 PM Page 1 A. Job Marls Quart Type Span PI -HI Left OH Right OH Engineering 2,724ARF CJ3 1 12 ENDJO 30000 5 ' 1- 0- 0 0 CENTEX *MASTER* 2724A ROOF HO 4-1 HO 1-7-1 TC, 1-0-0 3-0-0 T 5 D / 1-7-1 3x4 A C W:08 R: 67 U: 51 W:400 W:08 R: 179 """"""'"'" ''-"""'•R: 36 U: 88 BC -0-0- . ALL PLA-= :UVt LOCK20 Robbins Engineering, Inc./Online Plus - Online Plus -- version 13.0.009 RUN DATE: 4- 8-03 CSI SIZE LUMBER 1.15FB TOP .08 2X 4 SP-#2 1720 BTM .06 2X 4 SP-#2 1720 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOIIS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA TYPE HORZ VERT WIDTH LBS LBS IN-SX A PIN -1 179 4- 0 B HORZ RLR 0 67 0- 8 C HORZ RLR 0 36 0- 8 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-D .07 28 C -54 -331 D-B .08 23 C 331 0 BOTTOM CHORDS A-C .06 0 T -360 0 WEBS DL+LL DEFL = . 0 1 " AT D LL DEFL = .00" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 F: gins =ngineering, Inc./Online Plus' 0 1996-2002 Version 13.0.009 Engineering - Portrait 4/8/03 4:01:44 PM Pape Scale: 0.575" = 1' REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25, EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 hNCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF d FASTEN TRUSS TO BRG A FOR 88 LBS OF IIPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 5. FASTEN TRUSS TO BRG B FOR 51 LBS OF IIPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 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 "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. A. DESIGNER: TJR Job Mark Quart Type Span P' -H1 Left OH Right OH Engineering 2J24ARF CJI 1 16 ENDJO 10000 5 1- 0- 0 0 CENTEX *MASTER* 2724A ROOF 110 4-1 80 9-1 TCI 1-0-0 1 1-0-0 5 T 3x4 9-1 A Tv 08 R:. 18 U• 14 i W:400 II W:08 R: 106 R: 11 U: 70 U: 3 HC 1-0- 1-0-0 ALL PLATES ARE LOCK20 Scale: 0.883" = 1' Robbins Engineering, Inc./Online Plus- Online Plus -- Version 13.0.009 REFER TO ROBBINS ENG. GENERAL RUN DATE: 4- 8-03 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER 1.15FB TOP .01 2X 4 SP-#2 1720 NOTES.: BTM .01 2X 4 SP-#2 1720 1. TRUSSES MANUFACTURED BY - REPETITIVE MEMBER INCREASES: East Coast Lumber FB 15.0% FT .0% FC .0$ 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 LATERAL BRACING: TRUSS IS DESIGNED AS A TOP CHORD - CONTINUOUS MAIN WIND -FORCE RES SYSTEM BTM CHORD - CONTINUOUS FOR EXTERIOR ZONE LOCATION TRUSS SPACING - 24.0 IN. WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' STANDARD LOADING EXPOSURE CATEGORY - B LUMBER STRESS INCREASE: 25.0% OCCUPANCY FACTOR - 1.00 PLATE STRESS INCREASE: 25.0% ENCLOSED BUILDING. LOADING LIVE DEAD (PSF) TC DEAD LOAD = 5.0 PSF TOP CHD 20.0 7.0 BC DEAD LOAD = 5.0 PSF BTM CHD .0 10.0 4. FASTEN TRUSS TO BRG A TOTAL 20.0 17.0 37.0 FOR 70 LBS OF UPLIFT, SUPPORT CRITERIA WHILE PERMITTING NO UPWARD JT TYPE HORZ VERT WIDTH MOVEMENT OF WALL OR BRG. LBS LBS IN-SX A PIN -1 106 4- 0 FABRICATOR NOTES: B. HORZ RLR 0 18 0- 8 1. EAST COAST LUMBER 6 SUPPLY C HORZ RLR 0 11 0- 8 J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. LEFT RIGHT FORT PIERCE FL. 34946 HEEL OIN - 4SX 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE MEMBR CSI P(LBS) M@1ST M@2ND HANDLING , INSTALLING 6 TOP CHORDS BRACING TRUSSES. A-B .01 7 C 24 0 J. SEE ATTACHED DETAIL SHEET BOTTOM CHORDS FOR: 1-JACK NAILS. A-C .01 0 T -36 0 2-TBRACE. 3-BEARING BLOCK. WEBS 4. DESIGNER: TJR SPAN/DEFL (DL+LL) = 999 Robbins Engineering, Inc./Online Plus' 0 1996.2002 Version 13.0.009 Engineering - Portrait 4/6/03 4:01:45 PM Page 1 sob Mark Quan Type Span PI -HI Left OH Right OH Engineering 2724ARF HJ% 6 MONO 91013 3.536 1- 5- 0 0 CENTEX *MASTER* 2724A ROOF HO 3-13 HO 3-2-13 TCJ 1-5-0 1 9-10-13 2x3 B 3.536I lx4 D / 3-2-13 3x6 A C 3x4 7 W:511 HGR R: 332 R: 596 U: Be U: 165 BC! I 13 D. ALL PLATES ARE LOCK20 Scale: 0.529" = V Online Plus -- Version 13.0.009 RUN DATE: 4- 8-03 CSI SIZE LUMBER FB TOP .44 2X 4 SP-#2 1500 BTM .64 2X 4 SP-#2 1500 WBS .37 2X 4 SP-#3 850 LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN UNIFORM LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% UNI. LDG. LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 GIRDER LOADING LUMBER STRESS INCREASE: 25.096 PLATE STRESS INCREASE: 25.0% GRD. LDG. LIVE DEAD (PLF) TOP CHD 40.0 14.0 BTM CHD .0 20.0 TOTAL 40.0 34.0 74.0 EXCEPTIONS: LINEAR VARIATION ALONG A-B AT A .0 .0 AT B 99.0 34.6 LINEAR VARIATION ALONG A-C AT A .0 .0 AT C .0 49.6 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 332' 5-11 C 596 3- 8 LEFT RIGHT HEEL OIN - 2SX Robbins Engineering, Inc./Online P1us- MEMBR CSI P (LBS) M@1ST:'M@2ND TOP CHORDS - A-D 41 707 C-18487 2536 D-B 44 8 C' 2535 16 BOTTOM CHORDS A-C 64 706 T L 35 6 WEBS D-C = 745 C C-B = 223 C DL+LL DEFL = .30" IN A-C LL DEFL < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 395 i •1' . REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING.' TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG A FOR 88 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 5. FASTEN TRUSS TO BRG C FOR 165 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. GIRDER CONDITION: KING JACK GIRDER. TIE-IN JACKS ON TOP&BTM. GIRDER SETBACK 7.00 ft. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus- 0 1996.2002 Version 13.0.009 Engineering - Portrelt 4/e/03 4:01:46 PM Page 1 74, "Tpr., Job Mark 2724ARF HJ3 Quan Type Span Pl-Hl Left OH Right OH JEngfineering2SP402153.54 1- 4-15yCENTEX *MASTER* 2724A ROOF - + O HO 3-13 HO 1-6-31TCi1-4-15 i 4 2 15 2 2x3 3.54 1-6-13 3x6 A C x3 W:08 R: pg 46 U: p 23 W: 508 W:III08 R: 50 R: 22 U: 13 ALL PLATES *'.d .rOCK20 Scale: 0.557" = 1' Online Plus -- Version 13. 0. 009 Robbins GIRDER LOADING Engineering,Znc. /Online Plus RUN DATE: 4- 8-03 LUMBER STRESS INCREASE: 25.0% REFER TO ROBBINS ENG. GENERAL PLATE STRESS INCREASE: 25.01% NOTES AND SYMBOLS SHEET FOR CSI SIZE LUMBER FB GRD. LDG.' LIVE ADDITIONAL SPECIFICATIONS. TOP .07 2X 4 SP-#2 1500 DEAD (PLF) TOP CHD 40.0 14.0BTM .04 2X 4 SP-#2 1500 BTM CHD NOTES: WBS .00 2X 4 SP-#3 850 TOTAL 40.0 1' TRUSSES MANUFACTURE D BY - 34.0 74.0 East CoasttLumber LATERAL BRACING: EXCEPTIONS: 2. EMPIRICAL ANALOG IS USED. TOP CHORD - CONTIN LINEAR VARIATION ALONG A-B 3. WIND LOADS - ANSI/ASCE 7-98 BUM CHORD - CONTINUOUSOUS A TRUSS IS DESIGNED AS AAT TRUSS SPACING 24.0 IN. 0 .0 AT B 26.8 9.4 MAIN WIND -FORCE RES SYSTEM LINEAR :'ARIATION FOR EXTERIOR ZONE LOCATION UNIFORM LOADING ALONG A-C WIND SPEED - 110 MPH LUMBER STRESS INCREASE: 25.0% AT A O MEAN ROOF HEIGHT - 25' PLATE STRESS INCREASE: 25.0% AT C 13.4 EXPOSURE CATEGORY - B UNI. LDG. LIVE DEAD PSF) 0 SUPPORT CRITERIA OCCUPANCY FACTOR - 1.00 TOP CHD 20.0 7.0 1•' JT REACT WIDTH * JT REACT WIDTH ENCLOSED BUILDING. 3TM CHD .0 10.0 LBS IN-SX LBS' Ii;• TC DEAD LOAD = 5.0 PSF i'OTAL 20.0 17.0 37.0 3XABC505- 8 DEAD LOAD = 5.0 PSF C ._ ^- 8 4. GIRDER CONDITION: B 46 0- 8 KING JACK GIRDER. TIE-IN JACKS ON TOP&BTM. LEFT RIGHT GIRDER SETBACK 4.00 ft. HEEL OIN - 2SX FABRICATOR NOTES: MEMBR CSI P(LBS) M@1ST M@2ND I. EAST COAST LUMBER & SUPPLY TOP CHORDS J.C. WEBER P.E.#17455A-B .07 3 T -43 -4 5285 ST. LUCIE BLVD. BOTTOM CHORDS FORT PIERCE FL. 34946A-C .04 0 T -223 -1 2. !!!CAUTION!!! READ "HIB-91 WEBS SUMMARY SHEET" BEFOREC-B .00 0 T 0 0 HANDLING , INSTALLING & BRACING TRUSSES. DL+LL DEFL = .01" IN A-B 3. SEE ATTACHED DETAIL SHEETLLDEFL = .00" < BRG-SPAN/240 FOR: 1-JACK NAILS. SPAN/DEFL fDL+LL) = 900 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus- 0 1996-2002 Version 13.0.009 Engineering - Portrait 4/=3 4:01:40 PM page 1 ' Of LWI- 1 M I 4 3 2 t REVISIONS yPA 56. Sam swwuMmdourt Irw ron Is' Mot cool DESCRIPTIONTa) REV. N0. ZONE: ECN N0. APPvD: 01/11QN.L ue ycTtLJsis d1 A 1 82 11/00 - 1IWW OTY (I) WAS (2) FOR TRACK BOLT SIC ! Y_YJ Aft NW20RiK tMa $WOW M i 70 G Nfl CMO Srlltt ATIACMLO To OOOR 0f1011 wsTAIKA (TO su0 s.w •Iw -MCO r0a-l-.oc srm (] em.. wrrw • cgmwl Ml'R 7 li u c lv. o TV woo TO.Ox. j /Ar10fL0 tQ WOOD JAW ATM7) l/11'.1-614. I•OOo W iCJft11 LISTED C AT AM onx>~ I r 7. OKv. 91MCI .000* LA 1 1MOx. D A 5Y1 i a. IomMa M. J-I/7'.17 IA "I . F= MIDI TRA[M[r. tr00oTMra Li)nana ` (. rauc wrxm t9 mc. i I uvl for LIIAuItr REPORT#9606C `"°"`""" C C I z, 7' TO G Y-ws u-MR1 M 3-1-2-1 i •? tiriO1M O.0 TMO V-Y/O Old L, I Kona, LTC) /I.M/T' Y.Qr vtrr KRtY[ y 0/ 117rM1 A O/r10.lA1 OVrm am l0at Io,AINI 0 / YAII POOR }yM . I$'' 1 •.7 1' 7a/ -0WdN ANA}x1M1 t, rAM IMttR eon SCAM ON Mnlr1• ARar 1MIIL 7AM V,V, MAOIR xLO1111m, VO IKKM Iq7 TL IC011nR7lwM p0pR VO r0 7'. • MCC OaM ITr n SJ) f(OnOwl. (rM0 ) (WT 1OT IICOJxfD) TO M9tl[ A rum M MMMO ,r0 WYIDiMO tv OOOn w74LLlA (r0 S1xr) OOoxT OvtM r-o9 MGM C= o/ p s OIOr YIOrM w w ' row VM. GLLv sTQL Do STU y.MYA04 MOCOfTAL 4UM to MOT TRMOM VYO. US R100 rTK JAW I r' T)ncx i3[ CIK, 00 i leg AO G "v. !im wi0l Lf%L 6 MOIDLO V41U In . 0 J0 Utz ::iil( 1" "-" 1 u 4Lv mt Two, rJfl MAYO f,lAofm /Ir.1- t,o .o pc +Wei U W WIl srta IWl1• r.M MrAo rule ' 1[ 6L vIM oMI L/Ilhv0i7i14tJ1 Llu; n LtxMlconovMo•a MVl Io sows 001 YID 1.. r rI (K fc-To C4vAgrua. OAMW-OM PIW[!1. TIDOI) a 11 CIMQr tt.000 ILI YTl COIIULrQ Ox 7/11' L0. ROVMO O{JSIIM f 1/1•.1' rNCOM suer a IT-I/r' Wft01f (laoo rA,RM(A (OK PLA I1017CA) v' IM rlCc NipANMID•oM /o wTa ,Kr VLRn TMuosr r, wt, c Mow, ola00 TMM 1) TOO COAT 0 10 /OM Old Vp LAT ix.Ot_ y ppt{ ,}7t Airy( 17 G oN.v, full TO/ w1w MfJgllm 1' O.A MK MWp L"w"D r• OAW. . ST MICR I.IR[MCD r0 v. l jl(jr yCTIy iWLO0/ SRLL WK 'W WCxR. f/iM Loot OldOho[ a OOOA. xM tMCCMr. w6MOTo W7 K A P.USH,Yrw it G ( tifll. iMG>< WlbfRt. 0 Z , IVJ71L1 ATTAtMp M/(.) (fur M07 t01rJtD) TO rROeDL A nos. Mua ATT ro pAO1R 1 ••0 1 MOM IMtcr ' m '"R'l MarmMa TWAM MOIILOMTK A.14 0o MOT wren oMc 1/{1y/1 amf . MVt (.) Il .1rN (70 MMO4 TMr W JORIM !Ct(M m4myn LOAD. OR TIC 1/1. OK NvcM Porno[ xnLO 1. w Testy. ,Tc0. x• D1ti yfollr. M. to Nll rtat Moue MML, MA« at Tru L, iu yyE yp luxx t 04 1-4- .c. n IATfLMppi0WIMeere...MnM eI L.. My eMllw fre-xl.1 a-e RGxG r.4 /MNI Ml v TO (yCuxM • W= KAIICU Nwm CRAM" O.L 12W3 s TAu u.au + (4) 1 .'.7}.• Sw DESIGN LOADS! +2s.0 PSI k -24•5 PSF 70 w OAW. rcc, rm"m WACW1 CM + M oTsfcM oI nfc wnanro mfuc(V4L mflMr, L . KM. 7000, STWCTK so xLEACHL. IL M xtiOOMAe[!r7 a M n pl[ST O.II a TEST LOADS: +JE.O PSI k -37.0 PSF IIA'AMA OOs l KLMO IOI1 M fJIDIMO WI CrMyLTlxt AMO w AGdxOYKC 7' 7' tAll ,T(p V-MAf LMO ruOC BOLT MM CWLKM T1tW10 COOL,'w M 140L fJrrpl a oaa olM.s rs0u uMT L I w A I-I-I-1 r.TTTfif D C T 11 V-S Llut VAC DOLTrxr nIs oxAa.a .. ON A A.Om YA l0ar% PART NO.: - A I- 7/ S. a TaTrw ,a:T10f1 V AM a MIxT MO vatMCAI MOnal V.».. , I.W Ol..dw )1) ft%4 A Wit I0p 1' ArTM`"/ s Tom^ Awfm 10°t a """'"'"u3 o?Maac IDEAL GnNnnoU 1320i u1 TxrK ua mt fa TOLERANCES «. Tlr nA 1- I }Q 1-1100 DOOr. Y www IN„ w RrI Rr 4NK o ®NL ru Me. I- I 711-All I a.w.r vr, y..r, 0 . k.03 1. '0 ' t'01s DESCRIPTION: MODEL 6RST W4 15-0 x D-0: N/-24•S DESIGN LOAD 000 . t. 00E DWG. li w txv. TRn tpTTw eMAcxa. /.1W Jr ....» w DRAWN BY: B4Af GATE: N)e/00 SCALE: NT9 Ar1AOKD MM ( 2) II»,//' SHW WVAL,CM.,. wr ilir a..N»,.. .0000 t. 001 R crmu"iJ/,. A.i l l D.Ln•. • II/r CNECKED BY: NWw DATE: 4/18/00 SMEET I OF I 512E L a .4n . //' r Projection - Iisea! a .Mt w vcma. DWG, NO.: 10213E REV. NO. I 4 3 2 1d'1 1 f't 1 JJr J1rdjI r Xgon OFSICNATION: Thor a-Tru In -Swing Door Wood rramee System u.ve LnM OVFRuI NOMNAI cl7r, Single up to 3'4 r 9'0 w/wo s;d400s Double up to 6'4 r WO w/wo sidWils K.a r roNTIn RneNs X. Ox. x0. OxO. xx. OxxO r:rlMa OFt MPTION' The head and side iambs are fspstjoinl PUMP - meosurinq a min. 4-9/16' with a "/2' robbeted stop. J/Ie' rAvear , TYPE ANCHOR :. o r, s . 2 PAM P. r 1/2- MIWALL tx IEurxfNTnMR c Ie' OX DFCICN PRFCSURF RATING: Single Positive.67.0 PSF Negative 57.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 P.F MAX 19' O.C. 1' 11".11 I . 2 FIRRpra MAsoNRr Lonfl. Id• -. l IN BLOCK WiJtt! aJ/Ir TAPY sI CONCRETE MASONRY BLOCK Nt:10 JAND ro Ix sue -soot 1/2' DRYWALL Ix BACK J/ID' TAPCON C 8 I . 2 FIRRI' TYPE ANCHOR ELCO UPCON OF: EOUAL 2]5 LB. SNFAR ItATVeC) J/te' TAPCON 1 A 3se nols 2) I MAx. 1,Q•tiA `t;.. e'• JGli• TAPCON L A IA Stow SPACE I aA i MIN. I•'v f L vtJvnuL SraC .UNB r IN SUD-euat S ' Ur Mal oaIpIE 1. This system has been evaluated for use in locations r.dhering to the Florida Building Code s vE1T11G1 Ss7f Jura and where pressure requirements as determined by ASC: 7 Minimum Design Loads for Buildings To 1 ue 2Iand Other Structures do not exceed the design presstiro ratings listed herein. 2. for installations where the sub -buck is less Non 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub - sections 1707.4.4.1 and 1707.4.4.2) Tapcon type concrete anchors must be used and the length must be such that a minimum 1-1/4' engage nett of the Topcon into the masonry wall Is obtained. MOOrt QESiONAMM Thermo-Tru Owt-S.1.9 Door Wood 1.7fornes System 3'1 1 "a 0 C. .. r,,'tGN PRESSURE RATING: Ungle Positive 57.0 PSF Negative 67.0 PiF mAy,lwvW OvERALL NOMINAL SIZE' Single up to 5*4 x 8*0 -/wo sidel'tei Double up to We . 8,0 -/wo $Wool$$ FIMIRATIONS, X. Ox. XO. OXCII Xx. OXXO ) ouble w/wo Sidelitas Single with Sidelites Positive 60.0 PSF Negative 6o.o Pir Ck:tV 4 Positive 47.0 PSF Negative 47.0 PSF 10 QVWRAt OESCRIMON., The head and side jambs are flaKerMni pinsza measuring a min, 4-9/18" with a 1/2' robbstod atop. MASONRY 3115' TAJACON j IIRRINC n ME ANCHOR 3 W 18' D.C. M OZE t MASONRY Ill I . 2 nRRING 00 DRYWALL i/—, V2 IPCON Ix aUC( 3/19* TAPCON i4E D 3 !MALLALL TYPE ANCHOR .25' MAX "no SHIM SPACE To n(FIRIOR TYPE ANCHOR to W Uc UCX- J. ED TWI, N 81 x I 6 2 'aPMWS CONCRETE MASONRY BLOC9 MAX. 5 71 . 23' MAX. ED a SNIP SPACE 25* LIM f 1, Ulm. LU EWS. 31145- TAPCON EXTERIOR TYPE ANCHOR TAPCON tZ, ELCO TAPCON OR EQUAL TYPE ANCHORUK U., tv EATING) pp233L&'SKEAR 25- JAkX SKIU SPACE • 4 r TIA qf Im"Ing T ZIllx2 — 4L SINK1/2 0 C I MING PF" WS VERTICAL JAMB Df 8= TO Ix SUB —a= INTnUOR 1. This System has been evaluated for us* In loct-tions adhering to the norldo Building Code 15* MLK 1 2 FIRRIN . G and where Pressure requirements as determined by AVUE 7 Minimum Design Loads far BuildingsDRYWALL DATE. 4/3/02C—SINX 2X BUCK end Other Structures do not exceed the design pressure ratings listed heroin. SCALE., N.T.S. T VERTICAL SIDE JAMB .. 2. For installations where the sub—bwck Is loss Wm 1.112' (FBC section 1707.4.4 Anchorage Methods TO IX SUB—OUCK Owe. BY: w.LN. and sub-seeDons1707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must be used and the tenth must be such that a minimum 1-114' engagement of the Topcon into the masonry wall Is obtained. DRAWING, NO.: J. When using a IX svb-Duck a 6-9/ITT" jamb is required to allow for min. edge spacing for TopcoA type anchors T- 02203 6- 3k. d. df00E DESIGNATION: ;. Thermo—Tru In —Swing / Opt —Swing Door Wood Frames System t 1/LIM DVERAIi NOMINAL S17Er Single up io 5'4 x B'0 is/wo sidelites . Double up to 8'4 x 8'0'r/wo sidelites j14:Rt F CONFIGURATIONS., X. OX, XO. OXO, XX, GXXU ENERAi DESCRIPTION: The head and side jambs are ruperjoint pine measuring a min. 4-9/t!' with a 1/2* robbeted stop. D , 4 • DOUBLE 2X HEADER DRnt" SHfAiluNa ,:it: b Q I Lt 43ii. L NEADEIt - SIN . E DOOR . . 2X STUD 2X JACK STUD rrM vas DESI.N PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF jId®Y` lJ, `•. Tao t .:ci; La. js : 2-1/2 ia• 10" M wSIL s' rIM C-Srig SMEATHM V b a' DOUBLE DOOR S0' bd Ts• yd SPACE SINGj,F OR DO BL DOOR WITH SIDELRES b vtxrxx SIDE JW8 1.1s WK. ae. T This system has been evaluated for use in loccGons adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Bw7di.I;a and Other Structures do not exceed the design pressure ratings listed herein. 511.664.5671 DATA 4n/ol SML. M•T.S. owc, Of: r.0 CMIL or. Rw, OMwMC Mo: T-aTTaT van , Or , 7HERMA oTRU® FIBER CLASSIC'PSMDOTH STAR' INSW WO"SfMOLE AND DOUBLE WX WA7UT SIDBlTE& INSULATED RBERO = DOOR WITH WOO FRAMES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR m"t-OADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MELT THE WATER REOUIREMENTS FOR MIAMI-OADE COUNTY. 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES ONLY. 7. SIDELITES ARE AN OP71ON AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fiberglass avg. min. yield strength Fy(min.)a6.000 Psi maothStor - 0.070" minimum skin thickness FiberC - lassic 0.110' minimum skin thickness I ore design: Polyurethone foam core. withl.9 lbs. density by BASF. ppaa 11 CCQpAjfy 40 The ppoo el skin 4 constructed from a 0.070' thk. mogm9 0ampaund (SNC3. The interior apidy is filed with 1.9 lbs. density BASF pofyurethone foam. The face sheets, ore glued to the wood spec d foils. TIN L11 btch stile s n forced with a wood took blockmeosursg2.375 x 14.0 4 al the strive and deodboll location The hingestgeisFingerJointedPineandthetopandbottommaareofowood earnposlte matedaL fn the doubt door application I m k=ti- doors filled with on extnrded olumnum astragal (W'md Jambe 6) of 6063-T6 alloy. The from is eonstrucled from fnn Jointed 2 elongheaderisIanothesideppinmtswith (3) 169m I/ ' emwn x 2 staples of each s de. The nxNiom are sinned logelfre lo o s de6te application using /8 x 2' long PFH Wood Screws (6) xnvs per each mullion. The units use an hawing Soddie threshold measuring 5.75' x 1.548. f e Wiffle pomis am sandwich glared vs' a two pietaIIamdryglowedontheexlerwrwithan18thkcdlular N9 tope (SG -8 Tape) a caulked with scone. The rde frames arc heldTooellterwillso8x1 /2 king Pkacrew. TABLE OF CONTENTS SHEET DESCRIPTION 37.5" MAX. OVERALL WIDTH 36' MAX: I PANEL WIDTH T_ _rE -7 1- u cow = S a o J e o xx o a; N N 1 J cr_Nn F INSN1Nc uNrr 74.5' MAX. OVERALL FRAME WIDTH - 36.625" MAX. PANEL WIDTH { W ASTRAGAL U X2 WZ z J 0 a Nm DESIGN PRESSURE RATING UNIT TYPEREQUIREMENT H I IL RE UIR M RT IS NOT NE D 67.0 PSF - 67.0 PSFSINGLE DOUBLE 55.0 PSF - 55.0 PSF SINGLE & DOUBLE WITH I R 55.0 PSF - 55.0 PSF 10MAX. OVERALL tKAM[ mvnn 36. 66.625' MAX. 1 S.5' MAX. ASTRAL FRAME WIDTH D P 13. 75' MAX. WIDTH 68. 5' MAX. OVERAL FrI36' MAX. I PANEL WIDTH D 111ICI ICI' 7.125' MAX. D.L. O. WIDTH 15.5' MAX. FRAME WIDTH 13.75' MAX. WIDTH 7. 125' MAX. D.L. O. WIDTH O> F N O a0 om S Z) OWO 3Q00 a^ 0 2 a OtbFnLn H x? VU1 Op Z 75 6 u Ev A [ o m b8 10 0 osk pr- ScAa N.T. S. YID ow¢ er: TJH 7 Ap gF ,v$ arc ar: RW C N / s 2 M151 T t ar x 6 = W INTERIOR a 1 V DOOR PANEL v T rj O EXTERI tn1 ! FOAM GASKET 4, ao SIUCONE CAP BEAD 41 = NOTE 1 SHT. 4 Ed 5" MIN. i GLASS THK. SEE NOTE 5 SHT. 4 813.884.3831 ME. 08/10/0' wu 112' o c -. TJH wL sr. RW svco g or e 1 -0 INACTIVE SEE NOTE 2 SHT. 4 n( JIS 10 ASTRAGAL RETAINER BOLT 8.0' LG. TOP do BOTTOM (2) BOLTS, AT TOP & (2) AT BOTTOM RI70NTAL CROSS SEC710N 0 ASTRAGAL INTERIOR 1. 15' MIN. EUB. EXTERIO 25' MAX. SHIM FOAM GASKET15' MIN. 4 C-SINK SILICONE CAP BEAD EE NOTE 34 43 SHT. 4 33 25 13 36 6 29 41 17 R SE NOTE I 35 INTERIO 16 SHT. 4 0 SIDELITE TO SUCK LJ co C) 00 6 OX ACT"WIE 0 LLi U-) ouj, 777 co co :E CL zz 5 xiZ vi SEE NOTE 63 W) , 4 SHT. 4 FOAM GASKET r SILICONE CAP BEAD43SEENOTES, 5 SHT. 4 34 n43 IN EXTERIO INTERIOR4 ZL 26 9 6zd 10 37 ID 36 cow 29 '91 In 41 S NOTE 1 SHT. 4 SEE NOTE 2 7 SHT. 4 SS SECTION o 3 0 HINGE JAMB TO SIDELITE TARTS. AMC I 9A u c wm. 08110101 c 112" - JI' H TRWDrNATUlqggtAUFCRREIRtE fjd 25' MAX. SHIM SPACE 1 4 LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (Lae FRAME SCREWS) IS ASFOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES: 5.57 16.5". 27.5. 38.375", 49.375" & 60.375' HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125" IN FROM EACH CORNER. 2. SPACING FOR REM NO. 27 (/8 It 1" PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE Oi4CTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3 5'. 18.25'. 40.5 59.25 74.25 76.25' do 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 16GA. x 1/2' CROWN x 2" STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 16Gk x 112' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM N0. 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB. FROM THE TOP DOWN AT 13.5 31 48.5' 66 THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE 2) AT THE SILL. 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR ITEM NO. 43 (18 It 2' SCREW) SECURINGTHEMULLIONSTOGETHERISTHESAMEASTHEPERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. 7, WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE ITEM NO. 37 (110 x 1 3/4 SCREW). a kl z 4 HINGE JAMB TO BUCK, SEE NOTE 6 SHT. 4 FOAM GASKET do SILICONE CAP BEAD SEE NOTE 5 SHT. 4 i V 41ZeZ SEE NOTE I a SHT, 4 3 I NT R 4 O STRIKE JAMB TO SIDELITE cl r+ ^ 12 10 SEE NOTE 7 SHT. 4 25' MAX. SHIM SPACE o o co R,2 m goulU') 0410 3Q00 co 2 o a k, W svwtmc DNWLTAPM INC 513.584.3831 er: I,In er RW 5-2151 1 4 or I SEE NOTE 3 SKE 4 SEE DETAIL 'F" SHT. 5 6" 6" 6 3-. 3 3 I m n n L'1 6' 6 I 3EE NOTE SHi. 4 1 SEE NOTE "F" SHT. 5 SEE DETAIL vi 0) 13 6 SHT. 4 SHT. 5 p o TYP. TYP. a + a _ SEE DETAIL c6WT. 4 SHT. 5 - _ TYP. SEE DETAIL 0 SEE NOTE [ vi D- H' SHT. 5 -D TYP. :4, 4 _ 13 - D. _ SEE DETAIL "C' "C' TYP•- e "G" SHT. 5 P. - • 14 Til4P - TYP. . B. L 14 TYP. 1: TYP 3' 6" _ io b 6" 6" 6" TRAL FL®A B•®•A-o SiGLE DOOR DOUBLE DOOR W SI MASTER , - A 0.357" BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 12 10 Ell 1310 010Dff NAIL "H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS nrua "F" STRIKE PLATE TOiFRAME DETAIL 'G" AT THE THRESHOLD AC CU N , of in of In N o!3 ato DETAIL N SHT. 5 0) 0" 1 SEE NOTE 4 SHT. 4 813.684.3831 r. 08 10 0' uc N.7. S. a UP. TJH K. ft RW roc xo.: S-2151 m 5 aJ3 L J. N o- ja N SEE DETAIL E' SHT. N TYP. L hrKANUFnC° R SEE DETAIL F• SHT. 5 J 6' 3- 6' _ 6' e 6" —I " } ~ 6" 36 63. ~ 3' I I I 1 I I I I I I I 13 I_ SEE NOTE 13 - Typ. : 3 SHT. 4 SEE NOTE SEE NOTEtn • SEE DETAIL ? SHT.4 _ 6 SHT. 4 - F' SHT. 5 TYP. SEE DETAIL - - C' SHT. 5 = 13 - SEE DETAIL SEE DETAIL Typ, In • 'E' SHT. 5 5 H' SHT. 5 j- - TYP. J- SEE DETAIL -K" . M. -K- TYP. r - M" io SEE NOTE "G" SHT. 5 14 14 14 - 4 SHT. 4 - TYP. 14 TYP. Typ • M' TYP. 3. 3" 3' 6' -'i 6 3 07E 5' 6- 6• ' 3 3" SEE N 6" 6" 3, la 4 SHT. 4 6' 3" TYP. SINGLE DOOR W/SIDELITES pQuRl F DOOR 453" GLASS SITE .463' CLASS BITE 32 40 t 33 32 25BRIO1/8' TEMPERED 1/8- TEMPERED 25 CLASS GLASS Q .. r7 25' AIR li.E 25' AIR Q •' q )o •. SPACE SPACEo. 1/8" TEMPERED Z 1/8" TEMPERED 41HGLASS GLASS INTERIOR Y 36 Z11E61QnSEE36v6 7074E 25" STEEL E 1 25' STEEL INTERCEPT a INTERCEPT SHT. 4 5• INSULATED GLASS W/ TGM LRE FRAME GLAZING• DETAIL SPACER 5' INSULATED RTc IITE FRAmE GLAZING A_L_SSW/ DETAIL SPACER N O o0 0 0 AO U ZOLo Lo 0: O O 3 co o0 2 E13.664.3831 in 08 10 0 ILL. N.T.S. G Br: TJH K. UP. RW 5-2151 m 6 or 8 14,q r ;, Fll jj" 0 ZL,J 1.845 I JILT\. 1(' :.+i .11 ua _....__.. .71 —1 O 4.563' a InT- 1.063' F-- h-- 1.284" --1 2 0 cco T n R¢ZQ tn O in2A I I . 526' 0F- 3 Q 20 2 WOOD FRAME w . 526' anEi TE RI ANK SIDE STILE 2.713' 3 FINGER JOINTED PONDEROSA PINE FINGER JOINTED-PONDEROSA-PINE—-1.232" rr (171ERAte TRU' pOLYPROPLENET - -T =a_ 33 PI ASTIC LIP LITE FRAME PI ASTf IP' D'FTMFRAME O EXTRUDED ICM ILL 097" 4 x 4 STEEL DOOR HINGE io f--1.077'- 'D 1.531' ^y a2 STD LITE TOP & BOTTOM RAIL nur.Ew .inturm PONDEROSA PINE w2o SIDE a 15 BOTTOM BOOT 0.09" EXTRUDED VINYL WALL w O N o m E.-1.531' I OFG. TOP RAIL WOOD COMPOSITE O[-- 1.53 1 ' ----4 f BOIL WOOD COMPOSITE SS BOTTOM RAIL 11 WO00 COMPOSITE u? 1.264' a N OLII I1 N 3 F'-1.531'--'1 Er I ATCH SIDE STII F COMPOSRE 1.255"-I H r v cm V L 4.—t.s31'--I Oa &IF FC. WOOD HINGE SIDE_ STiLF 5.75' tn in SELF ADJUSTING SODLF THRECHOLO 19 v ALUMINUM/VlhyL .045' WALL ALUM, D80' THK. WALLVINYL M 4 I 11 T— In e, 3.ea4.ae11 0- M 08 10 01 scxc N.T.S to c TJH L 30 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE tint. : cmMerI.WR anwMw_ 5-2151 spar 7 or I n80MASSTC DOOR SKIN .110- Id1L TIIC (1BERQASS BY 11BFITGIASS THOU-TRU with F min 4000 ' RAIL i. 1 x .94 YHO W-T u 1t000 COMPOSOE M000 FL SfU -MV0= C01FL141E - x I.I09 ND00 COMPOSIIF SRL - FC. 80TIDII RAIL IMI x 11S T1fHN-lAU 11000 P-4- R . 91Ds. SSHORT REACHCOMPRES510NMFATHfRSiRP - L COUPRESSIOK - FOAM 4 4 HINGE .097 THK. ERMA-TRU STEEL 1 - 1 x 3 4-PFH-Mt700- - 10-Frans _ - STEEL 11 SS BOITOY RAE 1331 9/ OWN-IRU SOW NU00 1 1 x G. PFH ST EL x 1 G. PFH WOO 14 16 T N ANCHOR CO 2.0 MIN. LC. STEEL SQELITE BOTTOM BOOT .090 EXTRUOEO VINYL VINYL 16 2x INNER W00D BUCK WOOD 1 MAX 1 4 SHIM MATERIAL W000 1 KWIKSET TITAN 700 SERIES PASSAGE LOCK UM. D x WDO 1 x - x woof) IR23 4 RmKSET TITAN 700 SERIES DEAD 7 W OJAM ER It 68 .051 WALL M. 60 -76 g CLAZING. 1/2--INSUL-AMO TEM ER GLASS G S iNERMA- PONDEROSApvt1.1 • 15J1 WOOD 7 8 x 1 LC PANHEAD SHEET METAJ, SCREW STEEL. 8, WSM?NG DOOR BOTTOM SWEEP L WOOD WMA= & M 2375 x I.315PONDEROSA pwL t NMCOt1fP051fE 31 SS. LAITHMDOD 1. x I CELLULAR STIK- 0 TAPE AASVC LIP LITE FRAKE -TRU STS 4 SW x 1.25 BLANK JAMB TRU PONDEROSA PME 36 SUEITIE SIDE SRE --m 1.S31 x .tai6 POIttrtROS1 PPfF 7 z 1 4 I.G. PFH W00 SCREW STEE SS TOP RAI ISlI x .Sy T14JdN-T!!1 SOW WOE tb1fPOSRF 39 NOT USED 4 I N U SILICON 41 10 x i 1 2 PLAS R fOR 34 42 SaUI[ iOP i BOITOY RAE 143, x Fl FKJWOO 43 8 z 2 LC. PFH WOOD SCREW STEEL 1. 38 '^ c, TOP RAIL WOOD COMPOSITE O N H MP I N W R IP FOAM CELL CORE W NYL JACKET 3' N lV 79 F rn O 771 F SP"PRESSQU WEATHERcTRIP BY THERMA- TRU FOAM CELL CORE W/VINYL JACKET DRILL TRU FOR 357" DIA. ASTRAGAL ORILL TRU FOR A IS RETAINER BOLTS PFH WOOD SCREW 2PLCS w 3t 1. 531. cc erru clnc cnLF cOMPOSRE i p' lwlulhm mloop 71 ASTRAGAL HAS n (2) 8.0' e N BOLTS 0 BOTTOM N BOLTS O TOP 1.767' 24 WINDJAMBER 11 WR6Bi ASTRAGAL (ALUMINUM 052' WALL TYP.1 MATERIAL: C/ R1 I'1 i ,... k YELLTP OW CHOMAI~ 6> N to Ro= 12 Oto to C) 3Q03 o- a_ VY ou"" o 7MSULTAwn. x+ C 813.684. 3831 c 08 10 01 rt N. T.S. 2 er: TJH c IrT: RW 1RM' M0: S-2151 m 8 or 8 JUN-21-2002 09--52 MILESTONE WINDOWS 407 323 9729 P.02 S Fb (b Irtt at1,1>+c June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, lst Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 407) 836-5760 RE: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfde. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on June 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "IX Buck" thickness nomenclature used on installation drawings. Builders/Installers when pulling permits for Florida Extruders windows will have to include this letter with the installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings Identified on the attached listing. Based upon a review of the signed and sealed engineering produced by Lildon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion Installation drawings, the thickness of the buck in non-structural applications (i.e., buck thickness less than 1 'h") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapaon). Therefore, buck thicknesses less than 1 'h" are acceptable as non-structural attachments when the window, door or mullion is installed using a 3/16" concrete screw with a minimum embedment on 1 'A". Concrete Masonry Units should have a wall thickness of 1 V4' and a' precast sill's thickness will exceed 1.'/.", The drawings dearly delineate the requirement that a minimum embedment depth of 1 V4" must be maintained by the installer. It is up to -the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment Ion i '/A'. Therefore, for Florida . Extruder installation drawings where a non- structural buck is used, nomenclature such as "1X buck by others" or similar statements shall be construed to mean that a buck thickness of less than 1 1/2" is acceptable. The definition of a non-structural buck is based on Section 1707.4..4.2 of the Florida Building Code. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407,) 322-3337 JUN-21-2002 09'-52 MILESTONE WINDOWS 407 323 9729 P.03 j The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questionsshouldbeaddressedtotheundersigned. Thank you. Regards, Robert J. Amoruso, PE ramoruso.yeCalfloridaextruders com Florida PE License No. 49752 Florida Extruders Intemational, Inc. Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61G15-23.001, F.A-C. A rubber stamp seal was -also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. nh-: 2W2-LTR,-!i] -009 I outiI11111 j i I IF/ C,O 4 i TA ;` Q ZJ c--vru JlwQtt Lane, San&M, FL 327YI-1600 • (407) 323-3300 • Fax (407) 322-3337 Z