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273 Clydesdale Cir 03-1691 New SFH
d d PERMIT ADDRESS ' ' ) SUBDIVISION . L C-9 ,. Imo- in cn J CONTRACTOR PERMIT # ' ` DATE ` a D R Horton ADDRESS 6250 Hazeltine Nat'l Dr #102 PERMIT DESCRIPTION Q, Orlando, FL 32822 407)857-91Ol PERMIT VALUATION91 PHONE NUMBER CBC 055300 SQUARE FOOTAGE PROPERTY OWNER j" ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR p 0 PLUMBING CONTRACTOR 'IlkGA d r y t=i MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR O PERMIT NUMBER FEE CERTIFICATE OF 000UPANCY / COMPLETION This is to certify that the building located at 273 CLYDESDALE CIR for which permit 03-00001691 has heretofore been issued on 5/21/03 has been completed according to plans and specifications filed in the office of the BuildinV Official prior Ito t e i suance of said building permit, to wit as 1-Gwv ; omplies with all the building, plumbing, electrica , zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: _ Finaled 6j ID ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water FIRE: Inspected Sewer Lines In Sewer Tap ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Signs w aK Storm Sewer Street Work DESCRIPTION WATER -SEWER IMPACT FEES O1-APPLCTN FEE -ELECTRIC O1-APPLCTN FEE -ELECTRIC O1-APPLCTN FEE -BUILDING O1-APPLCTN FEE -MECHANIC O1-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES O1-FIRE IMPACT - RESIDENT O1-LIBRARY IMPACT FEE Street Lights Driveway FEES PAID DATE APPROVAL DATE AMOUNT 6 23 03 7/03/03 5/21/03 7/07/03 5/27/03 5/21/03 5/21/03 5/21/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 273 CLYDESDALE CIR for which permit 03-00001691 has heretofore been issued on 5/21/03 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 complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 5/21/03 5/21/03 5V21/03 5/21/03 5/21/03 5/21/03 5/21/03 5/21/03 279.61 91.93 11.32 847.00 11.32 1384.00 650.00 1700.00 N / R BUILDING OFFICIAL DA4rE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 'O, - \8 -63 11 PERMIT #: 6;1-, \q ADDRESS: CONTRACTOR: \ l kcAr-_' PHONE #: 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. 19/- W/03 ngineering Public Works DFire f -\ r- Zoning Utilities DLicensing r,\ 1 P\ Y CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) rVnmtVrn•rF nF nrrirveN(`V REQUEST FOR FINAL INSPECTION W /D '34109 SINGLE FAMILY RESIDENCE**** Opp(ouedqA, R- e DATE: R PERMIT #: ADDRESS: CONTRACTOR: c o, PHONE #: 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. DEngineering D Fire f \ 1 ublic WorksP)em 03 OZoning ,n I J DUtilities 01,icensing r\ 1 CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** PERMIT ADDRESS: CONTRACTOR: \ l PN cAo PHONE #: 'A(-)) - 8 -6 a - A S It 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. DEngineering DPublic Works Fire f\ 1 (--A Zoning ,n 1 A OLicensing r-\ 1 CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOQD INSURANCE PROGRAM Expires December 31, 200: ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Cari arty Use. BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 273 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 35, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: U GPS (type): Ir or ##.#####) NAD 1927 NAD 1983 USGS Ouad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82 COUNTY NAME 83. STATE SEMNOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEiREVISED DATE B8. FLOOD ZONE(S) Zane AO, use depth of tloodi g) 120289U5 E 4117M 4117195 X 24S B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, IN_C. B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings" Building Under Consh d m* ® Finished Consfnuctiort A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar 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 AW, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1,430, AR/AH, AR/AO Complete Items C3.,a-i below according to the building diagram specified in Item C2. State the datum 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 oonversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum converses. Datum Conversion(Comments _ Elevation reference mark used _Does the elevation mference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 38. Ulm) o b) Top of next higher floor 48.0 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. ft.(m) o d) Attached garage (top of slab) 38. 31(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 38.8 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 37.0 ft(m) o g) Highest adjacent (finished) grade (HAG) 37. 9 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. an) V) go SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by line or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E SOUTH STAETAS%.180 n ) . / I ORLANDO FL 32803 SIGNATURE I IM Yit. K . `' V jW/ UU y 9/1803 TELEPHONE 4E0-04426-7N979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For InsurarrceCompany Use: BUILDING STREET ADDRESS (Includcg Apt, Urul Suite, and/or Bidg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 273 CLYDESDALE CIRCLE 4 CITY STATE. ZIP CODE Company NAIC Number SANFORDFL32773SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate far (1) community official, (2) Insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DECSRIBED 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), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building forwhich this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ fL(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6$ with openings (seepage 4 the next higher floor o elevated floor (elevation b) of the building is _ fL(m) _in.(an) above the highest adjacent grade. Complete items C3.h and C3.1 on (rant of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ fL(m) _ln.(crm) above or below (check one) the highest adjacent grade. (Use 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 accordance with the community's floodpain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who competes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMAissued or cornmunity- issued BFE) or Zone AO must sign here The statements in Sections A a G and E are cared to the best of my tar Wedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordnance can complete Sections A, B. C (o E), and G of this Elevation Certificate. Compete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official competed Section E for a building located in Zone A (without a FEMA-issued or community4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodpain management purposes. G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (inducing basement) of the building is: _. _fQm) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY A" TRACT DESCRIPTION: (AS FURNISHED) CLYDESDALE CIRCLELOT35, BAKERS CROSSING PHASE 2, 50' RIGHT-OF-WAY AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CENTERLINE OF PT& NB9'36'1 S'W 217.51' RIGHT OF WAY NOTE: 80,51' 137.00' THE FINISHED FLOOR ELEVATION OF THIS W; STRUCTURE MEETS OR EXCEEDS THE 8 50.00' THE REQUIREMENTS SET FORTH IN THE Z. S89*36'15"ECITYOFSANFORDCODECHAPTER6, SEC. 6-7(A). WALK IS WALK IS 1.7' OFF 1.7' OFF 310' UTILITY EASEMENT GRAPHIC SCALE 0 15 30 I CONCRETE`_ DRIVE WA Y 3 /W NOTE: 1• ALL DIRECTIONS AND DISTANCES HAVE LEGEND BEEN FIELD VERIFIED AND ANY " INCONSISTENCIES HAVE BEEN NOTED ON THE BUILDING SETBACK LINE SURVEY, ANY. CENTERLNEIF RIGHT OF WAY LINE 2. PROPERTY CORNERS SHOWN HEREON WERE 131 A EXISTING ELEVATION SET/FOUND ON 09-17-03, UNLESS OTHERWISE SHOWN. O CONCRETE LB LAND SURVEYING BUSINESS 3. THE SURVEYOR HAS NOT ABSTRACTED THE LS LAND SURVEYOR LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF PR PERMANENT REFERENCE MONUMENT WAY, RESTRICTIONS OF RECORD WHICH MAY PCP P) PERMANENT CONTROL POINT PER PLAT AFFECT THE TITLE OR USE OF THE LAND. M) MEASURED FND FOUND 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN C/WS/W CONCRETE WALKSIDEWALK LOCATED EXCEPT AS SHOWN. CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH 5. NOT VALID WITHOUT THE SIGNATURE AND THE PK PARKER KALON ORIGINAL RAISED SEAL OF A FLORIDA LICENSED RPOC RADIUSPOINT OF CURVE SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 35 AS BEING N89'36'15' W PER PLAT. FIELD DATE:) 5-28-03 REVISED: SCALE 1" = 30 FEET APPROVED BY: Wr2M JOB NO. _ DRAM BY ASM40358 9-17-03 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 3280'. (407) 426-7979 0 FND NAIL AND DISC LB #6393 (09/17/03) SET 1/2- IRON ROD AND CAP0LB /6393 (D9/17/03) CNA CORNER NOT ACCESSIBLE e DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF 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 OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE 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 61G77-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA FOR I^ THE I/ , FIRM COVERED ENTRY O to TRY C4 O N 2a CONCRETE N O N c., 3 WOOD FRAME O 'o 6 a RESIDENCE EV FINISH FLOOR O LOT 36 O ELEVATION-36.ez O O O Z 40.0' LOT 35Xr,, -6' N FENCE IS SOUTH 0.3' 5 N 89'36' 15`W 6' WOOD FENCE 50.00' ' LOT 41 LOT 42 LOT 43 BAKERS CROSSING FHASE t PLAT BOOK 60. PAGE 27-29 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA MELISSA M. STEWART CH MORTGAGE COMPANY, I , LTD. I D-R-HOMN May 20, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. L I for the following work: Construction of a SFR on Lot 35, Bakers Crossing Phase 2, 273 Clydesdale Cir. Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner', recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 RRHORMN' Roger Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. Patricia Coulton Printed/ Typed Name Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Own r,) i Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 20th day of May, 2003 y obert A. Lawson as the assistant secretary for D.R. Horton Inc. who is 5erso , ally known tqA or who produced their Florida State Identification. OFFICIAL PATRICIA COULTON NOTARY PUB11C STATE OF Ft.ORIDA i COMMISSION NO. DD134330 MY COMM 51;10: •1 u X P. WIN 26,2006 Notary Signature Notary Stamp 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 t0 a3- ((, `1 1Permit# Job Address: ''S 5- Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION 1-3 C"Ssi r •143 C ( 10,c_ Fl 6100. t-. _ 0%4., Zoning: Date: S I vc (0,1 C (—tr. Value of Work: S 5',O l40 Permit Type: Building Electrical Mechanical Plumbing X Fire Sprinkler/Alan, Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets ).— Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood "Lone: (FEMA form required for other than X) Parcel #: t 1 ( Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: ADVANT,"• f IJ •: rntn uw t .u nvtr. Rt• State License Number: eos 9 Phone &Fax: !en- . WaT.;vv 94 erson: q f 1/ Phone: '164 Bonding Company: Address: Mortgage Lender: f 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: 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 lb2lipay be found in the public records of this county, and there may be additional permits required from other governmental entities such as water manage districts, -tate agencies, or federal agencies. Acceptance of permit is verification that l will notify the owner of the property of the requirements Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bidg: Initial & Date) Special Conditions: Zoning: nature o ntra t Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date MARTHA Y. HALL PAY COMMISSION # CC 875840 Contractor/Agent i, Pc ,161, n "FIES: February 1, 2004 Produced 11) "•`VS,r Notary Public Underwriters Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) Permit # : 03 - ( 1 / Job Address: Description of Work: — Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION of Work: $ ._-50O 0 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI-' Electrical: New Service — # A G1PS Addition/Alteration Change of Service Temporary Pole Mechanicalt Residenti , nA_ Non-Residential Replacement New (Duct Layout & Energy Gq.N. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial _ Occupancy Type: Residential y7Commercial Industrial Total Square Footage: — Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required. ibr (41ter tban X) w:'fN:i'a-s..1tY,'N'., •:rYfr+:.y+i:;. y'' * ". "p.' _ '". 7 c-3 Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: : IR MAY= 9 AIM COND. r y, ry p ( Q Q_ _ ate License \umbert tJ€iiAi G J+++^• v 0 3 7s53 PhoneFax: T 4ii'Te` ARbRv Ti`T/1—Rp) actq2F ho _.. Bonding Company: Address: Mortgage Lender: . Address: Architect/ Engineer. Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOI ERS, 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 do in compli ce with all applicable laws rtgolating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COf, NCEME MAY RESULT IN Y01 JT< III-XING TWICE FOR M4PROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, ONSULT M YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. _ N TICE: In addition to the requirements of this permit, there may be additional restri tions appl this county, and there may be additional permits required from other governmental Cities such ; Acceptance of permit is verification that I gill notify the owner of the property/(the req Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date O, wrer/Agent is _ Personal], ono\m to ,Me or Produced ID APPLICATION AIIIIROV17D 131': 131dg: Zoning: Inn. a ate, Spccia! Conditions: this prop y that may be found iry/the public records of nanagpinent districts, state agen es, of fecietal agencies. Lien Laws 713. Fb - 3 SignatureofContractor/ Agent j % Date G D2=110 I uSSv Prim Contractor Agent's Nam Signature of No_n'-State of Flonda Date Contractor/ Aetr.::s /'Personaiiv Known to Me or Pn) d u e e.:::) Initial & Date) Initial K Date) It>;tial & Dar: MIRINDA C. TURNER W COMMISSION # DD 212893 EXPIRES: June 14, 2007 Bondod Thru Notary Publb undemattera FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on aacies 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number XXXX UNNAMED ROAD CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 35, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): 4' or ##.####ho NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 0045 E 4117/95 4/17M X 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indurate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' Building Under Construction" Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar 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, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, ARIAO Complete Items C3: a4 below according to the building diagram specified in Item C2. State the datum 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 conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 38. 3 ft.(m)ca o b) Top of next higher floor N/A. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. _ft.(m) o d) Attached garage (top of slab) WA. ft.(m) 00 E o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) N/A . fl.(m) E o Q Lowest adjacent (finished) grade (LAG) N/A. fl.(m) Z' P o g) Highest adjacent (finished) grade (HAG) WA. _ft.(m) 0 v o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that anv false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: GALEN K. BELL LICENSE NUMBER: 4224 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH S EE , FTE.180, n ORLANDO FL 32801 SIGNATURE ! t f" DATE TELEPHONE v l 516/03 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Indmfrg Apt, Unit, Sut e, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 0= UNNAMED ROAD CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insuranoe agentloornpany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; 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), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be oon'pleted. El. Bulling Diagram I lumber _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no oagram aocurately represents the binding, provide a sketch or photograph.) E2. The top of the bot;rxn floor (including basement or enclosure) of the building is _ ft.(m) _in.(crn) above or below (check one) the highest adj3oent grade. (Use natural grade, if rrailable). E3. For Building Diacrams 6.8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(c m) above the Nghest adjacent grade. Complefi; items C3.h and C3.i on front of form. E4. For Zone AO onrj: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain managem nt ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B. C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTH DRIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official w no is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G 1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Sectik-1 E for a building located in Zone A (without a FEMA4ssued or communitywissued BFE) or Zone AO. G3. The following information (Items G4-G3) is provided for community ioodplain management purposes. G4. PERMIT NUMBER 7 DATE PERMIT ISSUE-- G6. DATE CERTIFICATE OF CONPUANCErOCCUPANCY ISSUED G7. This permit has been issued fo: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS C001111Y U! S[MIHL8[ IS!U[D l Y CITY <)\* STATEMENT KLMPER 103-75436 U lV/liDlNG PERMIT NUMDEK:C 1_hU[i (CITY) COUNTY NUMBER: UHIl' ADDRESS: --^-_|--!//8 Lc--------------------------------------- ''------ T|*-.A[[IC Y0NE: JL|KlSDICTION ' (h. SEC: lWP: RNG: PARCEL: SUI' ll 0IVlSlON: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: UNN[R HAM[ |)%|h" /^'_----'—__'''._.—''.'-''-' ADDK[]S: _ l\[--'--k`/_----L[-/i-/!(---------''----- APPLICANT PARE: ______________________________-____------------'----------_-_- ADDRESS: 'L........................................................... LAND USE CA7EGORY: 001 - Single Family Detached House 7Y['F US[: keLidential WORK DESCRIPTION: Single Family Howe: Detached - Cuisb`uctiml r -----------------------------------------------``--- l E BENEFIT RATE FEE UNIT RATE PER 0 & TYPE TOTAL DU[ TY['[ DIST SCHEDULE DESC. UNIT OF UNITS UADS ARTERIALS CO - WIDE O dwl unit $ 705.00 1 7O5.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO - WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO - WIDE O dwl unit $1,384.00 1 0 AMOUNT DUE 2,285.00 STAl[M| Nl / R[CFIVLD BY: ( / //_^> SIG AfURE: _' a/j_(/_`__-_________--. L[A fPRIHlHAME) DAT[; --+_-' ... -.... ... ... NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNBR AHD NSUk[ TIM[LY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ACT!:' DISTRIBUTION: 1-[O[ A7Y 3-CI7Y APPLICA{[ 4- CUUHlY HOlI** ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDIHl) POU1IY. EX XJHS AR[ ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR ON][R, TO APPEAL EDUCATIONAL. THE COLCULATIONS OF THE SC1-000 IMPACT FEES MUST ROAD, BE LIBRARY SYSTEM AND/ OR EXERCISED BY FILlNG A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE REC[lVIHG SIGNhlUR[ DATE ABOVE, DUT NOT LATER THAN CERTIFICATE OF OCCi|PAqOY Uk OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIRFMFUTS OF Ell:!: COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNINS APPEAL''; MAY BE PICKED UP, OR REnLES7ED, FROM TFE PLAN IMPLEKENTATIGN OFpIC[.; 1101 [AST [lRST STREET, SANFORD, FLORIDA 32771; 407) 665'7674. PAYMENT EPOULD RE MADE T02 CITY OF SAKFO9D DUILDIKG l`[}'ART\ 1[N/ 300 H(U6| 1 PA:K AVEHiyE i;h1111'UkD. [ i 3,:771 PAYMENT EKOULD RE BY CHECK OR MONEY ORDER, AND SHOULD 711L SlnT[N[ NT NUMBER AqD CITY BUILDIN3 PERMIT NUMBER AT THI TUP KT||lS OTAT[ M[N[ IS VAnID ONLY IN CONJUNCTION WITH ISSUA4CE 01 ATCY., 1***=*4*=*4SIN6LE FAMILY-PUIL 'ING'PERMITI*I*Ittk')lttt''b***' THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste Orlando, Florida 32822 102 MARYAIINiE HORSE, CLERK OF CIRCUIT COURT SEMIMXE COUNTY OK 04809 PG 061E CLERKIS 1k 2003076112 RECOM 06/07/2M 10s32II10 AN RECORDING FEES 6.00 RECORDED BY M Nolden NOTICE OF COMMENCEMENT Prepare in duplicate) 273 Cuylt-<, The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of propperty: Lot(s) 33, 34, 35, 39 & 48 Bakers Crossing Phase 2 Plat Book , Page(s) Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as Me: by Section 713.13(I)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(I)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Inc 0 by: KobCrt A. LawsoNAssistant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE i The foregoing instrument was acknowledged before me this day of — 2003 by Robert A. Lawson, Assistant Secretaryof D.R. Horton, Inc., Corporation, on e i o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid 0 A o ry ignature U IALLNCII'nRYSFAL PATRICIA COUI_TON NOTARY PUBLIC STATF OF R-OR IDA COMMISSION NO. DD13433o M Y COMM 1-:"(n t' 11 •,i 26 7r)06 Notary Seal MAY 7 ?OQ)- citviRS.ti CUI!` MORS6 CLERK OF C{RCUIT COUR'1 SEMINOLE COUNTY. ELORIOA p y C E1Ht CITY ANFORD PERMIT APPLICATION y;22-03 J Permit No. ' C' Job Address: `Z 73 Date: Permit Type: Building Electrical Mechanical Plumbing Fire AluunlSpriakkr Description of Work: Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: Residential _Commercial _ Industrial Total Sq Ftg: ? Value of Work: S -J- Type of Construction: .8JLr)^ K- Flood Zone: Number of Stories: r',) Number of Dwelllog Units: 1 Parcel No Attach Proof of Ownership & L.egal Description) Omer/Address/Phone:-i J 'zc (o- O tcp Q(Lt/N`s U , V=L 32e>Z2 Contractor/Address/Phone: -RiCk-\ e:, LnE A:1 IP S R -q 01 ba CZP L oF \-- State License Number. CLk-,OSS-::t> Contact Person- ATC O t }0 Phone & Fax Number. ACq-/i q -9 l04 ` 9 1 ci Z2 t3 Title Holder (If other than Owner): N Address: Bonding Company: Nb, Address: Mortgage Lender: Address: Architect/Engineer A.g. E; C RCxn) Phone No.: - Address:9O NSR• `{34 8R.I15)11.1 t-U K'F- I 32:R FaxNo.: 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. t`& h OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all worts 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 CON vfENCEMENT. 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 go%trrrmental entities arch as water management districts, state agencies, or federal agencies. Acceptance of pe it is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. y . Signaiurevof Owner/Agent Date L—Sig`natua of ContractoNAgent Date mac; r CI on cl Print is N e Print Con or/Ag is N Signature of Notary -Star f Flon a Date Signature o otary-State of Florida Date OFFICIAPArRICIA COULTON i RIDA OrrARY PUNo DD134COMM15SlN XP. ULY 20 M S ' c Owne / Perso y Known to Me or Produced ID OFFICIAL NOTARY SF,A PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DDl MY COMMISSION EXP. 26,2006 Contractor/ Agent is Personally KnoAm to Me or Produced ID APPLICATION APPROVED BY: C- / 4'" k--\- Special Conditions: ; e"_ " -'J 1\g Date: ` ti D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT ;`j KJ SUBDIVISION: BAKERS CROSSING ADDRESS =1 C_UgCkZ- L/S 7- BUILDING APPLICATION POLYMER OF ATTORNEY 112 SETS OF SEALED PLANS 1 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT Sri Ve Cwjl Limited Power Of Attorney S c:`t ri I hearby name and appoint: Craig Coulton and each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and Z-pryI The Buildinq Dept. of: c j -t, o , sQ,n For a residential permit for work to be performed at: Lot # : 0 j Subdivision I z i(s Cross,( Address: 2 C4--Aca And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing inst um nt was acknowledged before me this: Date: 0 Z By: Richard B. Ladd ( Contractor ) Who is personally no n to me. State of F orida N P'Af4R), I A OT, I County of Orange c0 Uft sTg0U 44 013q01?,A Notary Public Signatur Notary CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 FAX # (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) Ni AiME SERVICE ADDRESS Z9 MAIDEN NAME MAILING ADDRESS_`- 1 C O Z` Zl t'lQ I a I DZV' Z,Z TURN ON DATE SINGLE FAMILY RESIDENCE MUFTI -FAMILY RESIDENCE COMMERCIAL I-i n WORK# -f35-G tO 3'Ci t- n 1 1 1H OME# TDOWNEROFPROPERTYLJ (i 0Y- n I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO' -TRANSFER MY DEPOSI PAID AT THE TIME. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY ALL OUTSTANDING CHARGES. I UNDERSTAND THAT NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE. SIGNED; DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT S APPLICATION FEE $ OTHER FEES S TOTAL S DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE a CO iTRQ 06enW. con, ri nt Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Fame 4 -tzS Address D "lar: City/State/Zip Phone & Email C%Vr.•. Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address Cityistatc/zlp Phone & Email INSTALLATION ADDRESS: `-_ 35 T-) Z 84k-- `lttlr( SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED:-1 DAMAGE REPAIR WARRANTY From the date of installation of the Sentrlcon* Colony Elimination System, Apex will arrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property it no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN THE RELATIONSHIP OF THE PARTIES. pox Representative Signature Date ustomer or Agent Signature Date apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and nil applicable recommendations contained in literature provided by DowElanco: 1. install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and during those years, Inform the Customer of: a, any new or increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite balt; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmay_be maintained for the LIFETIME of the identified property subject to the terms and conditions of thisagreementforS •Jaix,per quarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per N•car. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the aren(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing %VJtcrunderpiertypestructure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwlse Into, onto, or underthenrea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyinginsectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. FaiiureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARItAINTES OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARAINTY. Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentma•' have and (2)It is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy orsensitivityconcerningodors, dust, pollen, respiratory Illness, or other condition that maybe activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract anti apply without exception. t. EM COMPONENTS: The Customer understands that: All componentsDOWELANCOOWNERSHIPOFSENTRICON• SYSToftheSentrlcon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System A. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) Agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;.(5)retrieve, or advise DowElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer wilt; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identlfled herein as of the date of the Initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will immediately notify Apex in writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DANMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any par, of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENTMEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force and effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulrilling Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuellor materials, stokes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and -Apex will not be responsible for; (I)termite damage resulting from water leakage; (2)termlte damage resulting from masonry (allure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute. arising hereunder. Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures fot commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all thi provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et sea. Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it - designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbltrntors wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbltmtion proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties ant no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, in Its sole discretion, that it Is unable to prevent or stop further damage to Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately in writing t The Apex Corporate Office. Apex is only obilgnted to perform under this Agreement If the Customer allows Apex access to the Identitie Property for any purpose contemplated by this Agreement, Including but not limited to re -Inspection, whether the inspection was request( by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date. After th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a M transfer fee payable to Apex tyithin thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapoint Ct. #G 5314 Fnulkenburg Rd NMerrittIsland, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407459-2847 407-858-0540 813-221-2847800-929-2847 888-764-2847 877-459-2847 CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 1. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: ter sizes for all bearing walls. Provide side view details a. Foundation plan indicating foo 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), Inndings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Floridn requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, cast, west, north and south. Finish floor elevation height as ptr City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing inter and exterior. Show all components of wall section. C. Framing plan for floor joists where conventionally framed. Plan 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. 9. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of hnndrails and guardrails. h. Square footage table showing footnges: Gnrnges/Carports 45Ca S.F. Porch(s)/Entry(s) S.F. Patios) S.F. Conditioned structure S.F. Total (Gross Area) Z S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97)* 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: n. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. 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 the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tic bcatfis - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SiGNATU nuthortent)(nyOwAzg L-L4- y 5 u:b/NM rKUlvl CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: V/" I Date: The undersigned hereby applies/ /f/or a permit to install the following electrical: Owner's Name: ; /YbTv,1 Address of Job:,---;) 71 4@SCl l r ie [ v 3-` Electrical Contractor,- J X n Ole T7ac vfGts Residential: Non - Residential; By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature State License Number 5-06-203 7:09AM FROM tewtr..O:Y..9...!r.yyry'.nr+1!yC'.YU,N.,..•q..yid"... >,•.:. ..'1ti:.p'!.•::.;'. Permit Job A"14V ` 3 CRY OF SANFOR.D PERMIT APPLICATION 2 i Date: to N PIMP ?if 1 P 41!/; Y'tp 1''• Fire S nnkler/Alarm Pool _ f ermlt Typci Building •Elct ttical •.- 11" Mechanical Plumbing __ D r — Change o Electrical: New Service - st of AMPS . Addition/Alteration f Scrvicc __ Temporwy Pole _ Mechanical: Residential Non -Residential Replacement Nrw (Duct Layout &Energy CBIc. Required) P.lumbinQ/ New Commercfltl: a of Flxturts it of WateT & Sewer Lines p of Gas Lines — PlumbinF/New Residential: k of Water Closets. — Occupancy Type: Residential ' Commercial Industrial Total Square Footage: _ Construction Type: ._• 0 of Stories: is of Dwelling Unim _, flood Zone: • (FEhlA form requirud for other Irian z) Attach Procter OwncrshlpQ. L,cgal Ds:%crlpslon),, Parcel a: /_7C ) v nOwers Name 6 Add rua: _ Phnne. 74/' tom% -7 / 3Of / 2z5 E. w 1 r P_ rS `t qq _ Contractor 1amc 6r AAddress::E E r - UU 15 State Live nte Numher 39 1Yhoue & Fax: I — Ll 4 .._ Contact Person: M..0 e Ph1,nc: I. — _ .' Donding Compa my. -- -- Addre,s Morlgagt Lender. Address: ArchiiivuEngincer: Phone Fa a: Addre.s: - Application is hereby made 10 obtain a permit to do the work snd instillations aS indicated. I certify that no work or installsoon has comrnenccd pnor to theillbeperformodtomeetsusndaidsofalllawsregulatingcorsswctioninthisjurisdiction. l undmtxnu that a scparalcissuanceorapermitandthatallworkwPermitmustbesecuredforELECTRICALWORPLUMBING, SIONS. WELLS, POOLS, FURNACES, BOILERS, HEATERS. TANKS, and KAIR CONDITIONERS, c1c. OWN FR'j AFFIDAV IT: I certify that all or- the foregoing information is accurau and that all wank .rill be done in complianoa with all applicable laws ngui ring construerionandZoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TW)CE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT Wrl•H YOUR LENDER OR AN ATTORNEY BEFORE REC DMI`NO YOUR NOTICE OF COMMENCEMENT. than tiny he additional restrictions applicable to this property Out nV y be found in the public rc ords of NOTICE: In addition to she rcquirtrncnu of shin permit hiscounty, and then may be additional permits mquirod fmm other tovernmenuI rnnna such as u,aer rnanagerrscnt dismns, stoic rgmclet, or icdrnl agrnc ih. Acceptance of permit Is vcriticunon that I will notify the owner of the property of the requue ON: a 713 Uulc Signulurc of Conrr ctnt/Agcr11 Date Stgnsiurt of Owncr/Agcn1 L> 0 ..._. C —PS Print Owner/AICcn1's Name •• Print Cuntrsetpr/A cnC,i N' e mi sti 6 j3 v3, icnaturc of Nu1ary•Sta1c n/ FInn11a f)atu $,;nature of Nu ry State of ton Uutc Ltw, rcr/A event ie .._ Ym iunPlty Knnwn to Nod ui (.'vntra Ctnr/A;^ens t.: V Pcr:nn7 ly Known tv Mr •v Producoi 111 APPLll Allt)N' A)WROVE'.(h ItY' Illdg: _...... IlLlial 1 I)atc) Ian rival S I)J:c' Inilial & I)a1c) (t,1164l & Date) 1 Nprclal-- A0" 7%MARIE A. ZETTLEMOISSION # CC 855100 Oi Pb EXPIRES: Jul 15.2003 14W-% NOTARY Fla Notary Service & Banding ]Co. Iq PLOT PLAN A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 - EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1 AS RECORDED IN PLAT BOOK 60, PAGES 27 THROUGH 29; THENCE RUN S89'34'30"E A DISTANCE OF 110.00' FEET; THENCE RUN N79'48'40"E A DISTANCE OF 50.87 FEET; THENCE RUN S89'17'34"E A DISTANCE OF 459.46; THENCE RUN S88'45'42"E A DISTANCE OF 50.00 FEET; THENCE RUN S82'03'00"E A DISTANCE OF 50.40 FEET; THENCE RUN S73'24'54"E A DISTANCE OF 51.98; THENCE S73'28'48"E A DISTANCE OF 51.97 FEET; THENCE S84'41'19'E A DISTANCE OF 50.16 FEET; THENCE S89'36'15"E A DISTANCE OF 100 FEET TO THE POINT OF BEGINNING; THENCE NOO'42'26"E A DISTANCE OF 110.00 FEET; THENCE RUN S89'36'15"E A DISTANCE OF 50.00 FEET; THENCE S00'42'26"W A DISTANCE OF 110.00 FEET; THENCE N89'36'15"W A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES t. 1" = 30' NOTE: GRAPHIC SCALE WE DO NOT ACCEPT RESPONSIBILITY FOR 0 15 30 ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. BUILDING SETBACK FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS 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 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON NORTH LINE OF LOT 35 AS BEING N89'36'15" W PER PLAT. FIELD DATE: ) SCALE: 1" = 30 FEET APPROVED BY: WRM JOB NO. ASM40358 DRAWN BY: REVISED: LOT 112 CONTAINS 16,891 SOUARE FEET t THIS STRUCTURE CONTAINS 2180 SQUARE FEET t TOTAL CONCRETE 521 SO. FT, t TOTAL SOD 0000.0 SO. H ELL , ATION POINT OF COMMENCEMENT NORTHWEST CORNER OF LOT 25 9'34'30-E 110.00 AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8y6393 IOOEL CHANGE 4-15-03 ,IML 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA PLOT PLAN 3-03-03 CKB 32801 (407) 426-7979 TRACT "A" UNNAMED ROADWAY CENTERUNE OF RIGHT OF WAY 50RIGHT-OF-WAY I WI I.pp IO1N I Kj 50. 00' ZI" S89' 36'15"E 10' UnuTY EASEMENT N - '--------------- M11. OR VE--, 13. 0 a •" o 5. 0' F COVEREDENTRANCE MUST BE 10- ABOVECROWAPOSED OF ADJACENT ROAD UNL OTHERWISE APPROVED POINT OF BEGINNING 7' 34'E.4 _S88'45'42-E 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 UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. A- tilb-o3 FOR THE FIRM DATE LLJ c o 0 LL) oPROPOSEDN55. 00' o MODEL 1732 0 N O (N M O N FINISHED FLOOR '^ V O Q ELEVATION- 38.3 a_ I- 00 00 00 z V) a 40. 00' 40. 0' o' s.o arino L. _ . _ . _ . _ . _ . _ . _ . 0& r LOT35 '-6 DRAINAGE TYPE 8 Ig E S89'36'15-E 50., 6 100.00' N 9 61 W 50. 00' NI-1 LOT 41 LOT 42 LOT 43 BAKERS CROSSING PHASE 1 PLAT BOOK 60. PACE 27-29 LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT MOTH CENTERLINE POB POINT ON BOUNDARY POINT ON LINE RIGHTOfWAYLINEPOLPCCPOINTOFCOMPOUNDCURVATURE xPROPOSEDELEVATIONPOCPOINTONCURVEOR RECORD PROPOSED DRAINAGE FLOW PD PLANKOFFICIAL PLANNEDDEVELOPMENT CONCRETE o DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE P) PER PLAT PT DENOTES POINT OF TANGENCY M) MEASURED TYP TYPICAL CALC) CALCULATED A/C AIR CONDITIONER FND POUND CBW CONCRETE BLOCK WALL C/ W CONCRETE WALK RP RADIUS POINT S/ W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PGS PAGES R/W RIGHT-OF-WAY NG NATURAL GRADE ORB OFFICIAL RECORDS BOOK SO. FT. SOUARE FEET ONE BY vOOD CONCRETE OP. BUCK BY OTHERS F- OPEN( CAULK BETWEEN I 6MASONRYOTHERS VINDOV FLANGE WOOD eucT( r • a c a L Ae" fl-4-cv-, . CAULK BETWEEN B.V. VOOD BUCK 6 BUCK VIDTH) OPENINGOPENINGHER$ By OTHER' By OT INSTALLATION ANCHOR ONE or JM 3/16' DIA. TAPCON BUCK BY OTHERS 1-t/.• MIN. EMBEDMENT SHIM A$ RCO'D. R IciO vWYL 1/.• MAX. SEE NOTEDGLAZINGBEAD INSTALLATION ANCHOR TTPJ _ e 3/16• CIA. TAPCON TUCCO J BY OTHERS vim AS REO'0. PERIMETER 1/v NA7L SEE mOTCU CAULK BY. OTHERS fLANGE TYPE v[NDOV FRANC , HEADER RIGID v0(YL GLAZING BEAD TYPJ GLASS 3v TYPJ (SEE NOTES) GLASS TTPXSEE NOTES) 1-1/.• MIR EM2£D-CN1 D a HERS lv U. FLANGE TYPE I VD(DOV FRAME JIv1D CAULK BfTVCEM VTNDOv FLANGE PERIMETER L WOOD BUCK CAULK BY OTHERS V.V. IGHT) I (VINDOV VIDTH). BA SUCK CAULK DETVEEN VINDOv HEIGHT) FLANGE 6 PRECAST SILL V/ VULKEM 116 ADHESIVE ' CAULK. OR APRvD. ED$- SECTION 6-8 RANGE TYPE PER IRE TER CAULK INDOV FRAME - SILL BY OTHERS 1 a ECAST SILL BY OTHERS - W.W. A r SECTION A -A A E I 1) SHIM AS REO.O. AT EACH tNSTALL(TK)N ANCHOR, MAX. ALLOwAeLE 7- SmM STAB( To BE 1/4'. D E 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIM, TO ACMIEVE 7- MIN. EMBEDMENT OF 1-1/4• INTO MASONRY OR CONCRETE. A) USE S4JCOmZEO ACRYLIC CAULK BEHIND WIN.00W FLANGE AT MEND h JAMBS. SILL MUST BE ATTACHED TO THE SU35TRATE WITH J KVULKEM116ADHESIVECAULKORAPPROVEDEOIJAL. 5) USE SIIJCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOR Of WINDOW FLANGE. t- 6) IF EXACT WINDOW SIZE IS NOT USTEO IN ANCHOR CHART. USE ANCHOR. OUANTITY LISTED WITH NEXT LARGER SIZE. FOR £-E APPROPRIATE OESr_4 PRESSUPE REO'O. 7) GLASS THICKNESS MAY VARY PER THE REOViREMENTS 0: ASTM E1300 CLASS CHARTS. a) LETTER. MIGRATIONS ON THE TAPCON LOCATION CHAP.T tMDIUTE WHERE TAPCON ANCHORS ARE TO BE NSTAL!EO WHEN US;NO EXTERIOR --LEVATON AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DE51cru!ED FOR rAPCON ANCHOR SHOULD SE FILL--!) WITH /8 SCREWS 0: 5UF7•C:ErY LTH. TO PROv10E AaN. 5/5 ON EMBEDMENT INTO 1+000 SUCK.rA 10) FLORIDA EXTRUDERS IC-00 cEFJ- SNC•LE •iUHc .5 SHOYr ;nIS PRINT A! j0 APP•JES TO - F!0R10A EATRL":ERS 15M A:.•^ :;CC SEP,E5 $;I:GLE m1NGE n= ION11) WHERE 'A+C7•V Ic N5'•_ E: :N A•A E(•ra• - :_ C'EH!.v,In . 1 I- + A STR1g?.A! TWO 5Y n.:G E'JC?.. 1 SUFFICE vGTH =IE/_ 1 - u:N v= ,MEN' - A•f l - J'/? EXTERIOR1 _'i:• _ AL! Ir.E ._ ;`'N _ _. - 0 .M CAULK BETVEEN VOOD BUCK L NAS'Y..OPENING BY OTHERS CONCRETE OR MASONRY 13PCNING BY OTHERS TAPCON LOCATION CHART :• ;.'.:-;zhj CALL • k ItCLICK LOCATIONS IN HEAD LOCATIONS: IN 'JAMB SIZE SIZE 3Opv To •OPr .,.>, TO 7OPSF 30PQ To 6COV. .toy;r' ;o' 17 1a13 14145''•- to 1%6 A .9 s/e Ia 1/6 a SS 1/. Is IS to 1/a [.p . F;i 17 it 1 [ 83 C INA 7521/] i 77u7/6 8 e u• Y M ;yFw 3'f. IN. tM.5 25 1/21149'3/aF., 23 t/2 [ 53 1/. 8„ 8 F-• W V5YCFFw,. J$Y f IllsIM6 25 1/2 X 62 25 1/2 A 71 88 8:', B FF. ?%+ 'fFlIJ FF •:^r fFIU iM7 25 12 A 63 B 8 v.r•• FFJ.K" JX.^a". 29 1/2 + 23 b IR . 3a 3/6 29 1/2 [ 77 )/a 8 8 FF' ' iF `•,•.rr50s/a 29 1/2 [ .9 5/a B B 1.:'s'„.' iF " i.GJV ':,"1• 30 1/2 . 56 1/. 29 1/2 X Ss 1/. 6 6 FF •. FF!(J•',!. b 1/2 . 63 29 1/2 A 62 8 6 F,C b t/2 . 72 29 1/2 : 71 8 B ' FFJt.) b 1 . 84 29 in t al 8 B FFJ.K 22 36K25 23 36 A 37 3/4 B a F.G fF ' 24 35 A .9 5/a 8 8 FF FFJU . 245 36. 531/. B B FF F.GJU 25 36 A 612 8 a FFJ1J F.G.)(J ! 26 36 A 7t B a rcmi O.EfFJ.J. 7 36 A a3 B 8 F.CJX FFJUJ K 42 • 26 .1 X 2s 2 . 3C 3/8 u A 37 3/a B B FF FF.MJ 2 s0 s 6 8 F f G 2 . 56 I/. 1 X.9$/a 41 [ 55 I/. B a. 8 F FFMJ JV F.G.Mi . 42 . 63 11 [ 62 8 a FFJU O.EFfl"J 2 . 72 1 A 71 8 B FF.)(J O.EJFJV 2 a. I X a] I F.GJ K F.GJ(JJ.K 48 26 47 A 25 5 AC 3 . 31 3/3 7 A 37 3/6 B A.0 F.0 F.GJU 0 . s0 5/8 7 A .9 5/3 8 A.0 FF F.GJIJ 3 , 56 7/• 7 . 55 V• E A.0 F,GJ(J F.GJ(J a . 63 7 A 62 8 A-C F,GJIJ o ujc t4J 8 . 72 7 A 71 8 A.0 F,GJU 0_E-FFJ(J 7 . a P a F H I 11, 32 s: 1/a A 33 8 A.0 F.G F.G 33 S2 1/6 + 37 A.0 F.0 F•G.NJ ' 34 52 1/8 A 49 5/8 a A.0 FFJ•J F.G.H.) 345 52 II A 55 I/• 8 A.0 F.GXJ 0-E.F.G.MJ 3s 52 1, a 62 8 A.0 F,CJ1.) O.EF.GJU 36 52 1/L A 71 8 A.0 FFJV O.EF.GJ.J 37 52 VS A 153 Ac F.CJ.K O.Ef.c.J.ZJ.K 37 SIZE HOT AvNL•.BLE N ICOO OR 1500 SER45. m FLORIDA EXTRUDERS `"SANORD. FLORIDA TITLEE:INSTALLA7IQN D=TA;_ SG. HUNG S=P.IES HOOD 1500 a 2000 Do-aIYV gy: I APPROVED BY: DATE: iU/0=/0? ;SCALE: i. T S ID%VG.: LCXU71 s SHEATHING BY OTHERS AB O(STALLAT(DN MCMW SCREW (TYPJ EXTERIOR rl;1SN BY OTHERS PERINCTER CAULK BY OTHERS rim FRAME HEADER Cl!_ EXTERIOR PERWTCR CAULK BY OTHERS ExTER10R rINISN— BY OTHERS 8 INSTALLATION ANCHOR SCREV (TYP.) SHEATHING — By OTHERS 9 1N• KAL 48 INSTALLATION SPACE ANCHOR SCREV (TYPO CAULK BEHIND rim v SHRN f •. TVO BY BOTHERSTHOTHEDDVNBrRS SKIN AS REO'D. 4 NOTES) TVD BY FRAMING ,, BY OiNERi CAULK 8(mis TIN FIN FRANCJANB i•::(': y. r•' . SLAIN AS R(0'D. NOTES' 1) SHIM AS REO-D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SEC NOTES) Smu(, uAx. ALLOWABLE Swu STACK TO BE 1/s'" GLAZING (irP. WRDDW FRAuE uATER1AL: ALUMINUM ALLOY 6063. SELL SEE NOTES) 4 H Sir Q;r,J: yr NAL SNOK wAC( 3) USE S4JCONtZED ACRYLIC CAULK BEHIND YYR(OOW MAT HEAD. k JAMBS. 4) US'SCACOMM ACRYLIC CAULK FOR PMUETER SEAL AROUND EXTERIOR OF WINDOW FRAME. S4s: 5) GLASS NESS VARY PER THE OF CHIARfS. SR, S;M LAI ALLSTu 0uA tED.CLA SNHQE GLAZING b SNIOvIN, R(SUUTIMG GLASS b AL50 O1JALftED. SULAT 4G GLASS L r -``6) SU(EW ANCHOR$ AT WAD. SILL h JAAABS SMCX" BE 8 SCREwS OF SUFFICIENT LTK TO PROIAOE NUL I at LaN. EuBCDuENT INTO YY000 FRAuE. PLACE Is 3c r I fa Br mHERs a? SCREW ANCHORS 6' FROM CORNERS AND 24' O.C. MAIL EXTERIOR 7) BUILD 00WN AROUND CURVED PRTON OF WINDOW FRAuE TO BE ENGINEERED BY OTHERS, BUILD DOWN uUST BE OF SUFTICENT STRENGTH TO ADEOUATCLY EXTCRIDR FItgSN yv;tv ytyy, ( r.. icy :"•i.''YByOTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES OESK;n(R 1WNOOW $MOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &. 2000 SERIES. PERIMETER 9) ELEVATIOSHOCOMMON ELEVATIONS SHOWCONFIGURATIONS. IT IS NOT INTENDED TO LAOT USE OF VOA Bfx By OTHERS THIS PRODUCT TO THESE TWO COWCURATONS. IRS SKEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED, FROM THE 1000. 1750. h 2000 SERIES DESIGNER I= WINDOW FRA"tNG SYSTEMS. SECTION B-B 10) WINDOWUNFfCANALSOBEMULLEDTOOTHERUNITSUSINGALUMINUMTUBEMull. SEE MULLION INSTALLATION SHEETS FOR REOUI EMENTS. GLAZING (TYP. SEE MOTES) rim FRANC SILL SHIM AS REO'D.— SEE IQ YES) / I' MIN I 11CD(NIT . SECTION A - A L 1/ 1 ML WN SPACE A EXTERIOR ELEVATION rv0 aY rRAN:LAG SPY DINERS CAULK acH: Nc rIN •'„t9 p$q EXTERIOR EL= VATION FLORIDA EXTRUDERS'" SANFORD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000. 1750. & 2000 SERIES 2002 DRAWN eY: BB I APPROVED BY: DATE:02/ 14/02 SCALE:NTS DWG.: FLEX0037 OWE BY BUCK By OTHERS CAULK BETVEEN VINDOV - fLANGC L SHEATHING PLYVOOD (TYP.) •-- . BY OTHERS \ ER FINISHITOTHERSBYorlERs PERIMETER CAULK BY OTHERS VINDOV FRANC LEAD WINDOW EXTERIOR v[NDOv FRAME - SILL PERIIETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR 10 SCREV BUCK VIDTH BUILD OOVN BY OTHERS ALSO APPLIES NOIES• TVO BY FRAMING TO SILL) 1) SHIM AS REO.O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. BY OTHERS ALLOWABLE SHIM STACK TO BE 1/4'. 14 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1-3/8" MIN.3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE Of SUFFICIENT LTK TO ACHIEVE SHIM AS REO'D EMBEDMENT MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE 110 INSTALLATION- tSEE MOTEA •. SCREWS AT HEAD k JAMBS MUST BE OF SUFFICIENT LENGTH TO ACIREVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOURED. INSTALUTION ANCHORS h SCREWS TO BE PLACED 6 TN. FROM CORNERS k 24 IN- O.C. MAIL .. .. ..: •.• VINDDV FRAME S v13q}_ 4 A) USE SucONIZED ACRYLIC CAULK BEHIND wINOow FLANGE AT HEAD SLL,IE JAMBS JAMB - L5) USE stco w ACRYLK CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF - 1/4- MAX WINDOW FLANGE- .. .. : ,, . .• GLAZING (TYP y°)r H 6) CLASS TMCKM 55 MAY VARY PER THE 'REOu VMEMTS Of ASTM C1300 GLASSSCE NOTES) SH/ SPACE CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS 6 ALSO OLIALIRED. w, I BULD DOWN AROUND CURVED PORTION OF WINDOW FRAME TORE EHCLMEERfO ByI f • OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRQNGON TO ATKOWTEIY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE 8) FLORIDA EXTRUDERS 1000 SERIES DES04ER WINDOW SHOWN- THIS PRINT ALSO n•':•'. •• APPLIES TO FLORIDA EXTRUDERS 1750 SERIES @ 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. T S NOT INTENDED TO LIMIT USE Of THIS PRODUCT TO THESE TWO CONFIGURATIONS- DOS SHEET APPLIES TO ALL PERIMETER CAULK SHIN AS REO'D CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750• h 2000 By OTHERS SEC MOTES) SERIES OESIGNER FIXED WINDOW FRAMING SYSTEMS. GLAZING ( TYP. SEE MOTES) SHIM AS REO'D SEE HDTCS) CAULK BETVEEH Q VINDWFLANGEQ LONEBYVOODBUCK CAULK BEIVEEN V000 BUCK L MASONRY OPENING BY OTHERS CONCMASONRY DR SECT ION A —A BY OTHERS BUCK HEIGHT1- 3/8" YIN. EMBEDMENT 1/ N" MAX SHIM SPACE, CAULK BCTVECH TVO BY BUCK •- L. COHERE TE '• BY OTHERS •5;);. TO) WINOOw UHUT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE VINDOV VIDTH - "'-`•' MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUOffMENTS. LSM. SPACE EXTERIOR ELEVATION CENTRAL FLORIDA B.G.A.1F. ONE By V000 MANUFACTURER NAM: BUCK BI OTHERS F I r .J r. Y X • t^S C INS 1L ` iallcil) E 3116• Dic 14KON EXTERIOR FINISH •?'r.',.; SECTION B—B BY OTHERS WINDOW WIDTH. A A EXTERIOR ELEVATION FLORIDA EXTRUDERSls NFORD, FLORIDA TITLE: FLANGE INSTALLATION DETAIL V/ FRAME BUILD DOVN DESIGNER FIXED VINDOV 1000. 1750. & 2000 SERIES. DRAWN BY: BB I APPROVED BY: DATE: 02/12/02 I SCALE:NTS DWG.: FLEX0036 INSTALLATION ANCHOR DOOR WIDTH !/4, MAX. SHIN SPACE INSTALLATION AACJIOR SHIM AS RCVO cS SCREV. TWO By WOOD sla SCREW NG By OTHERS. By OTHERS —7 EMBEDMENT TWO BY WOODSHEATHING "SEE MOTES) CAULK sCrVECN *By OTHERS.. — DOOR FLANGE TWO BY WOOD SLIDING GLASS L SHEATHING By OTHERS o= FRAME JAME CAULK BjTj 3 HOOK STRIP CLASS 013CIR WOKLSTRIP, 3z.. ,1777rSHIMASRLU. -' A 4. 1/4''MA)L CSEE140TES) 1p SHIN SPACE At Jzj Ui: i s T 't'1 s. 51 A INSIAL LATIGN ANCH(W_L 18 SCREW s. EMBEDMENT iTEmPERED_GLAS STUCCO ( TYPj POOR fi: AMIX CAULK BETvEENr: By ' 43TWERS a 1: ------- cm, SLIDING GLASS . . .. -% f :: i _n' .1 , . . ..: %%;: , , f m.: DOOR FRAME c PCIRIKETE CAULK READ R .. .. C K By 'C-BSHEATHINGG ... YOTHERSOTHERS PERIMETER SHEATHING ----- - i BY OTHER S • CAULK BY TEMPERED GLASS TEMPERED OTHERS :,' STUCCO (TYPJ STUCCO SIDING ORSIDINGGLASS CTYPJ !V. BY OTHERS BYOTW-RS."----2--SLI'DIING-4GLASS I fwERL=* _ DOOR v' 7j ,& ! DOOR HEIGHT __ 4__" SECTIONB.- B r _HOOK-5T fZjP!-'DE-'-TAlL 7 J. j e. 08 NA TDOOR• tc. JAL, ALUMINXIM ALLOY 606 21 . 69 INSTALL 10. Sm Or _TN AT VS HURT K ufrtcm., 'J."A "r Or I -In* INTO WWII TAPCON TTPC -INSTALLATION ANCHORS At -%tLL PKVAST_oc s urrtCMMT LENGTH TO ACHIEVE MIK EXXOMENT Or 1-114' INTO'NA 3) INSTALLATION ANCHOR CHAR ON BACK Or THIS SHEET. UIl 111 1.111 ACITILIC ll l . DOOR ILA14CZ 11 HEAD I JAMIS. 71, LnC StLICEINIZED ACRYLIC CAULK FOR PCRJMCfCR SEAL AROLWO EXTERIOR CF- 61 IT EXACT DOOR SIZE 11 OCT LISTED IN ANCHOR CHART. U&C &"WAC KWW OLJANTIf SLIDING CLASS Rcce stzc. TOR THE APPROPRIATE OCSIGN PRESS%jRE RCO*D. oam FRAME 71 TOR POCKET o= st ' I USE CLOSEST IlPASS DOOR SIZE & COWICURATION SILL ACE INS JALLATVOMZ!NJ>-ORS. I. FRONT Or HOOK STRIP S VQ I C."i%l. PLACER PER REOVIRCHENTS Or ASIR E1300 G Aj 0) GLASS THICKNESS My V I 't , GLASS.V DOORWIT11APPROVCOVSLNGTCMPERCDGLASSINSINGLEGLAZEDORIMULATINC .v W( r01 JANAISILLCORNERSARCTOBESEALEDVII. A SMALL JOINT SCAM SEALED 7, N AS RCD. AT Ex SET OF INSTALLATION ANCHORS. N^X. ALLOWABLE THIN STACK TO SE 914'. ALL INSTALLATION ANCHORS HAT IC MADE OF CORROII RESISTANT —TERIAIS. 131VNERE .1. W _PRESENTS MOVING PAWL AND 10- RCPRC%lc).mIs rixco PANEL APPROVED C13WICAIRATtOW. ARE 14) ASABOVELISTED ON ANCHOR CHART *4 &&CK OF THIS TMEET. NOT ALL COWIC4j"TIONS LISTED AVE ARE SNOI ON THIS CRAVING. HOWEVER INSTALLATION EmEEDmEm'. EXTERIOR ELEVATION• $rCfMre '^-A'. '9-3' & H30K STRIP OCIADL APP-.T TO INSTALLATION OF ALL APPROVED COWIGLIRAVIOms. 1- 1/4' MIN. 15) rLORICA CKTRUDERS TOM SERIES SLICING GLASS DOOR IS smc) THIS PRINT ALSO APPLIES TO 2FAr4ELDOORSHCVN20MSERVES -0 500 SERIES. A A N I REVDESCRIPTIONDATEILEXTRUDERS LIBERALL I APPLY I CAULKINGFLORIDAfNT. INC. SANFORD FL. UNDERSLLOF SET SILL IN BED IWTALLA" MON ANCHOR or CONC2VE 3/16- D:A. TAFCIN TITLE: SLIDING GLASS 'DOOR S tc-'C T i 0 N A. - A INSTALLATION 'WITH '#'8 SCREWS DRAMN BY: B3 I APPROVED BY: F 1. 2002 I I I ATE: !21-117-101 --]S-CALE: NIT IDWG S'LEXX27 S.NtI OF TypicAL vEFT;CA_lIJOGS.H. — 11 2 x 3/e JKT L GdU'ON Tb 'M;;!_L` .4 jA,, js cTYP.) IN . JAM- (TY j ; IJUBE WLLISELFS V X - 4E. lr2:'S 4 TAPPING SXS--_ JAPPIUC SM - S - DE TAIL Ix OR 2x plu- 1:7- aj -I og EAa 4 6 r, IN L j; eNj, zz. r. S t1000 S.K 2,ZR I f JAM TTI 1 F- ALANT SET 161. LANGLs' U- VINOW FLJwl,%,ro VEEN' t o;m: s rl.Lsh I/ -'s F—L—Fd-:i/F- 'SEV nn'•nel' IAPPING iZZtOrMS _TAPPIN; S, IXA3R,*;.,2)-_-tUUL Z 7 spSECTIONi X x 2 7/16 X 3/E INSTALLA Tur- KiLIbN TUBE' PaLLMN joad'. S.K10309.8x 1/2 SELF W SEA X. I- SCREV VINM%F. FLANGES - JAM ATYP.). JAMB (TYP.) jAPPIXGsmsA —A -,;4,: SECTION 1i . ax t/2 SELF Ps x v2 SELF. T...PPIK, TAPPING SMS -- Il._ I T, PAECAST.:SlLlBy OTHERS AW--Ms_VwcN, sCALANT RCrVM VFLA?,*ES (FOR AMUMNAL VLNMW FLANGES .. ...... .. . MIMI. 94' TAJPP*< : 5is ut f I I ! J TAPPllfjSMS SEEMON A —A ,4) F, A A x 4 x OE / X 4 X 3/8 . . . . FrTIF- TUPE WJLL [LIN iTq A-0 TA c ON S, B MAA NUFAa, 6, 5 C LGOC' S.R. It 'n- %AZWE FR^M EX--- 10R tl Tyr) 2c.c _ Aj4-q , PVT A /'l FLEX INTERNATIONAL ANC FLORIDA EXTRUDERS SANFORD, FLORIDA e X 2 SELF TA;FiNG SMS rj, A, Tp;_plllNc- smsTIlU: S ER I GIGGI 1500 Fl-ANGE SJ4.r;'T `j VERTIC-Al_. MU_ ION!NT0 HORIZONTAL H , SH;7; T 2 Aa— S C;7 GTHER C;- 2) c'GR' 7 SE.Aul;' jT pR,SSU:)- rAPACT. TI"ES s — I— -i ) : srLAVS r-nsr7. W" v pv - M. 14PPROVED BY: JAMEJONTO-.0 pl, T1:9_IT,MAILYPIC-1— i SEALANT BETWEEN. r:OGG iTIF. lits "lio wINuov rLANGES -USED) S!LL <Tr,.). 2" x A'_T'%jEE_M44 P!!1 A. KuLLMN LOGO F.W./DESIGNE-4 :7 SILL fTYr.) x 3/4 SELF7bax3/4 it-Lr ..T 4PF!NC sms C(INCRETE'OR MAS_ BY 11 )-iErcs IfHSTM-LATIGN AN04GR If. I X. x 2 3/8 00RA LON E-1VIT'r-7-1 EuGcAbT U FLO, t 7, A=:;xT;T' ju"`CBtsX:.Z/VSEL.F.... ode 7 T TAPPM SMS -ITAPFLNG ;SLOWW_: HCAD CT T HEAD -CTYF.)--.: BEWEEN - -v --r- 7- 7 -A A (2) ].ECTION' FLANGES., W. 1A5ECTIONWAL too, LOGO F v /DESiWLR LOGO P VJDESIG SELL. (TYP-) NER SILL S, F.SILL iyp.) PS X 3/i SQ--,- OS X 3/4 SELF99X2/4 SELF Q `' r.- • - y TAPPING SXS TAPPING SHS / a ._.."TAPPING SMS p1X27/16 X 3 bIX27/16 X '1/6 2 X 4 X -1/8 TUBE MULLION - TUEEMULLION .. TUBE K"!ON ae, SEALANT "KTV-ENVEN KTWZEN- V1NWJ FLANGE SEALANT BE VLqurLA% E av . . . ..... L. NJL V J 413 X 3/4' SELF x 3/ 4 SELF LOW Sj- L TAPPING SMS s-si, TAPPING SxS .'E hMAD (TYP.) ... MEAD (TYP.) s SEALANT SETVEEN - ECT10f4 A —A (4) SFCTIO.N' A —A (3) -.2 X 3/4 SELF VINGOV FLANGES TAPP!.NC, Sm's L tfJLLM IOGO P.' J./DESI-5NER - SEALANTEiErJEEN f— loco P.V./r-—_S1C-4ER A_ SILL(TYP.' %;: Nmw rLANIZS — I I SILLCYR, 14LLL.T. N I HCAD IYP.) EIEVAT16- i:2 X :?/4 SELF I I- eS 9 3/4 SEL7 I TAPPING SMS SF-,TIC)N A -A '7\ Y.EW-0 FROM EXTERIOR S-4S /— I.x 4.X 3/8 1. X4X1/8 TL;KL INTERNATIONAL. 'INC TLORIDA EXTRUDERS SANFoRp. FLORIDA TITLE: K= P, .' 1010,0V 15003 -LANIGE SHE .L I I OF P_ T "-d i N ACURTIZ.-ONTAL f1,U-_!_ION S Er, T I n, s C T t-i E R, s s r r- ru V[ U7TESHSIGN PRESSURECAPACITILsm'S JAPPROVED BY: iDRAWN, By:!<; S i. 77'7j,. T TY!:.; 0 1 r. G-..-..- f .__.•,_. _ ;.:fitc - 11-00 F.VJus;Gliu •;,'• ,a rStt L' (TYP.. P8 1/4 SELF; TAPPING SMS.,,: ifi :xPX1/8 TUBE KF;L1Dn_, d WINDOW FLA LANT BETVEEN \ ` lie k•3/4 SELF V IDIOLICNLANOCS :- :_- `. i000 SY. TAPPING.,,, SMS J HEAD (IYP.) .._.._. SEALANT:6ETVECN VINDOV FVNMS SECTION A —A (1 L.. L MULLION' 1000 F.V./DESiGNER 1---- SILL•(TYP.,. ; a: 68 X 3/4 SELF , •:8° I TAPPING SMS i X 2 -7/16 X" I TUBE kULLION O' P —r.; ' -:"- _ TUBE MULLIONSEAUtN7-HETVEEt(, VIN* J3V L MULLION- ::..._.._ ...; . EALAN T: BETWEEN VINDOV FLANGE L ) GILL IDN • 77 \ v' ly..-.... aS.f;.Jc.itE X °/a SELF f:E X'3/4 SELF ` _ , 1000 S.H. TAPPING.SYs... y,E2 ..'100C S+i' TAPPING SMS ` HEAD ( TY?.) .; '_.... - .,...h_...:.;,. HEAD:kTYF.) - a . I SEnLAr:T BETWEEN' C OTi ) A —A. J _-.--:SECT!^vN A—f+. (4i a VINOOW- FLANGES i ':. L MULLION . ,_SA. A s.S •-. .', ir.-r . 00 , V./DES!vNEK SEALANT 6ETVEEN)•E;:F' LOCO F'J.%DESIGNER S0_ I. (TYPJ VU:DOV FLANGES- •,:-•'`+I_l(rYP.) - [v I' MULLION lf.. .:i: i ;. '.. AB X 3/ SELF -..___. r d8 X 3/4 Sc^r^ tNG SNS I _ -- ..__'./ . ' TA - PING TAPPSY.S i r! XcX' I/Q 5 IX4X. 3/S' UBL nuLL It7N 90. L / TUBE iF.,L:iu+ S=L' r IaPPIr.c SAS •_V .-C: $ PFl 4 riI - it TYPICAL MULLION TO CONCRiTE G AM9. APPLIES: TO JVJS WHERE I- X 4' QETAIL, Y ( f ) dI' 7,t i:.Sj, ( K r .': 2'; X..TUBE MULJCNS ARE USE Q I-tAIX 3%1Sil?I: l!4 XTAPPl1,GSN°t.y : tt; ' CONCR'LT- OR MASONRY I o i. •rY f.L..(. (i. t, . BY OTHERS- EA;cf> t'1 -_- i^t •• - -' 1 F:.:.: 1 i-lKSTA' TIGN ANCHd7 3/16' DIAL I2X _'•X- aibl.', ° TAPCG.N SC<EV ANC)C4 CTYF.I EXTERNAL NULLi. ON ONE BY VDO^ OTHERS INSTALLATION CLIP BUV(..BY . Q RAL l FI.ORT i ' B. . A. F. r F , 48 X .3/4- SELF--_ 7, MA,U- - -. vo p ., p. , I NAbiE: M.,ILLION TAPPING:SMS. f ,..:lTxtllV l 11 ViLJ1,Jl4 t':'-- KAy' 01P.) • . - LliR/PA `F`T-RVDERS 1:YSECTION'• A —A - (21 - rI000' 0. V,% DESIGNER SIU: TYPJ 1 be X• 3/4 SELF ..' :'. 1900 P.W./DESIGNER 0: TAPPING Sll$ SILL (TYP.) TUBE MULLiOV..-, i8 3i < SELF L 11/ 4' N!N EMBEDMENT TAPPING SMS . E X 3/4 SELF . . TAPPING SMS 1000 S. K Crs.'IQN _A A.7 i1:ny •• If.; FLORIDA EXTRUDERS I sANF RD, FLORDA TITLE: CER 1 0-00 1 500 ELANi_'= SHEET 1 OF _ I-I- R r 7,'01NT A,_ 3" ULL 1 ON SF E 0114S ELEYADON V, VdED FROM EXTEPIOR f--C C OF CQ., JN DRAWN BY: i1S I APPROVED BY: y : ;nn,) tn.. i Tr - , : !7 erAI,E: :.TC D'NG.: X 2 X 1/E i00C SJI. - 1'.X c'X 3/S Gt.c..EY' 4DDLCCiAIL C . ''-'`>-"' _ o-} µme• 10W SR ,: 1„!. TUEE M"_LIt7R: ."J`1l pNt.'<TYP,) :. L, TUE= NU:L4(::- Cr YrJ :•' . :e, BUCK EY ClDTHER. 'rx Jf4Na wr n _,I. L . r. , . C JyCR£'E 13P HASfl 2T > i.; \ • _ _ . : t<j` ...M EY>OTYFRS 11vjlt+a r rl'-Y M. e SELF a E X ^1L2 .S.F EMEii,!~N7-Q: _ _. - -at ; 32: .., ! :A,, ;J.;t Yc+rTArPING SI+S.. - — ~ T _ : T•1r' M • F• i` i SI,` ^ cr i 1 ?. ' C.. Y4i _._- :c: j l- S' 4^. i @ a•\: a L: I sS'•i 4 t SS x j+<., i *c: ig 4' 7 St .`: •(-s.,-,• _ .... _it . .ca•. C_'G'.F ,-• - _i 4 r :Y '4F. f .;_ ITI Otpuv'-: Ht-TVEE!l aES Exl p `QC' . ti• fTASc1• J a i " cZC' i'/Ixilev s<La"+GEs 4airw'ts • 1•t`'LT,: 1•..B MFS:1t71. .,s.r...xB:C.a. yi . i,.•I'!lFiL`r`:' .kti`iiK X 4`X.'a/Bs" •`••r-'•t'_= ,::i;•-.=,•:'•'-•: <xm+ 1!•%T. E flf11-J? SAc . _ +r-a E X-1-1/e4dr;_ t __- - h .i •a.••Ga ': r '?i .^ •y . A= Ii I• ? 1 r w ThatY. 3Tl iS't ='HD $T:4 -j i4 7LTAPPLNG 4 .r .,UE_ .A i Ii1'r- t F =•- v. ;Il. ;•1 : 2 : ST n r ;5, APP.ING S !S^-- :.- ---- sliH?" J•.,: ' i r= R ""- v -- _ -_ LTYPifJiL•ti7i:UON O'#COhC ETEr®HEJ.J _ r 14x QfS A'-i1' i it-c _ • Sc'.8., . S CTION-A=% M:_- —__. _. _ -==- t . NUi'L`'CN ' (A?PiJE5 ;70, HFA0• SF, --:— .C,i `2_ x_:- rusrr4, U. 5av E usFe ^ ' L;.....1. X c 7/16' XPli6 _ .S _5 :.r e• \ ra. 7 T. a _ _ _ ..'. 1' X. c .7/16 X 3i6. j iaa"sx- t - - - ; .S . .o : i t tti i . I .:%!uEE M. IAl[IiN _- - - - _ ".LJAt4B_<TYPa _ - - r it.BE M1LLMN' - F _ . : i _ L ?. C2'i ' r. ` `^> c? . .w' a s. JA)tE CTYPJ t _ ...JANb tTYPJ -_ _ ...... BEY Ile SELF .. _ ; j _.4HSf4LiJ1TI6 YiNO t m: TAP ;'S . t ry ANC.fiR oS X 1/2 SEiF X . -S 1/2SELF - - _ _ CREV_' TAPPING -S i 7/!E .E . TAPPING ,S.4S - TAPPI!:G SHS - -- 1- 2 '81 c. r •'.. _ c ..:_ SEALMT1ETVMN .... __ - T t :scaLANT, kTv N _ suawtiT•[v'TVCi7+`' TAPPING sys _...... a-tia1ID; , j e.EN3cENFNT V[NOCIV FLAN S..' ::+i. VIN3 J FL'AhYaES - •-_ - ''C k.>d41' MULLttDt ; ; - t m u16V _ SECTION A-H LSE' % 1-1/ 2-SE'iF -- _. ' _. _.. _-'Rr9`_X !/2'SEL: -.. -^Y'` - 1-. •'i-'t..E%AST StLt—SY+ CTHERS •_ _ - - -- i TAPPIhV SMS i' -.:TAP?LNG SNS _ DETAIL pl •.T> - -= :-:=-_ G:1XII tCpY" t SECTION A - A ' I•.3 , SE&ION"L:!'uZ A0LITiW4L ANCf+tk'a,-BEN RECUIIZM'-- 1 X 4 x t/E _ X-4 Y. 3/6 I _ iIi '•'_-'- ..__...._._ _ O _ _.__._ TU$ E MJLIhN - -.. TUBE 'MULLIGN .• .i _ { r JAMB CTYP.) JAM3 . GYP.: 1 l JIM" : i YF.: a2 x !/: SE°_ RE x 1/2 S L 1 1E'r1 MC1_ EXTEMOR _ {_ iAP=iNG S. r •A^Fa:_ S• 7!$ i INTERNATIONAL.--INC -.- FLORIDA EXTRUDERS ' SANFORD, FLORIDA •` •'K. rrrIE:SE, iC31J0/ 15,00 FL ANGE. .SHEET I 7,F;2 rs; ,. Jh ,_ 1:i., fir: \ : Y.;;:_:.!:• _J '._ R S i.:tr` LAPAC., T lr S n ;nRiw, EY:"! S: APPFOVED BY: V MIAMI.OADE h11AIVII-DADE COUNTY, FLOR , METRO-DADE FLAGLER BUILD1% BUILDINC CODE COMPLIANCE OFFI• MEs I RO-DADE FLAGLER BUiLDG 140 w it FLAGLER s-ntIxi%surn: 1( MIAMI, FLORIDA 33130.11 PRODUCT CONTROL NOTICE Or ACCEPTANCE posh 375-2901 FAX (305) 375-2 Premdor Entry Systems COKI'MCCOR 13CEtvstwG,tx.-rt 911 E. Jcferson, P.O. Box 76 (305)375•2527 FAX(303)37s-: Pittsburgh ,KS 66762 c:n,N•ruWrottowist 3us) 373.2966 FAX (303) 373-! ruouuc: r co, t ruot. un•t,t 303) 375.2902 1-WX (305) 371.4 Your application for Notice of Acceptance (NOA) of Cutergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under the conditions specified herein. his NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. if t product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend i use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of (lie South Flor Building Code. The expense of such testing will be incurred by the manufacturer. c— ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raul twariguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDiN' G CODE tC PRODUCT REVIEW C0'•1MITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions Forth above. APPROVED: 06105/200i ffl- 4-" Francisco J. Quintana, R.A. Director Miami - Dade County Building Code' Coniplinnce O1•lic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami -I County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2: PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-NV/E lnsiving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the ang!c between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protcclion systcm (shutters): the installation of this unit will require a hurri, a otcction system. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acccptancc 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acccptancc, clearly marked to show the components selected for tilt: proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co. SFBC) in order to properly evaluate the install ion of this system. Manu I Pcrc2, P.E. Product Co C Exan: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 05 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptancc (approval) shall be considered after a renewal application has been fi aad the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct. installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initil submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate feel and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. lfany portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptancc as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP- -ANCE Manu Perez, P.E.; Product Cont r :scam Produ ntrol Division Glazed Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Inswing Singles(width)M-1 2.0" TV X 2'8" 2'10" 3'0" 3'6' N Imm WE 0 I COP-WL-MA0141-02 t 02-0419.08 Application Fled) I• , 52.0 1, NO Not Listed Not Listed Arrangement X0, OX, NO i 1 I 2'8" + IV MasoniteInternationalD, COP-WL-MA0143-02 OCCO 02-0419.08 Application Filed) r• Rating 52.0 ImpactRated NO 2'8" + 1,2" 2'10" + 1'D" 210" + 1'2" TO" + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 0" + 2'10" + IT rl'T + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'G" - 3'0" + 1'0" 17' + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8- 2' 10" + 2'10" + 2'10' 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO t 2'8" + 2'8" 2'10" 1 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2T 2'10" + 2'l0" + 2'l0" + 2'10' 3'0" + 37 + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from lice Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (w.,nv.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and oche; structures). National, slate or local bui'ding codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201, PA202 & PAK3. U O akaft ARTEK" P111V.NC1.Ati Re.•TNY 11 C1nNi Ib".e•.1,+ylMe4"4"2 Oes1 a N Apr 292p12 om Co.,enwrq PIOWW of P. xk"n ap10-.Y tcrA nut es sxeerckwi, aes4n Ind o•ooues Masonite international Corporation Nita to ehuge wgnpu notice. COP-WL-MAOIDO.02 FIBERGLASS DOORS Clued Units 6'8" Height — OLttswing X COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6' 2'8" 2'10" 3'0". 3'6" Not Usled Not Listed 7 L 1 i X0, OX. OXO it 1 Mullipt s (widin) 2'8" + 1'0" Masonite International COP-WL-MA0163-02 Miami -Dade 8CC0 02-0418.03 Application Filed) DP Rating 55.0 Impact Rate NO 2'8" . 1'2" 2'10' + 1'0" 2'10" + 1'2" 3'C" r 1'0" 30"+12" 17 + 2'8" + 17 COP-WL-MA0164-02 02-0418.03 Appllcilion Filed) 55.0 NO I 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8' + 1'0" l'O" + 3'0" + IV' 1'2" + 2'10" + IT" 1'2" + 3'0' + 1'2" 2'8" + 2'8" + 2'E- 2' 1 C" + 2' 10" + 2' 10" j 3'0- + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8' 2'10" + 2'10" 3'0' + TO" 2'6" + 2'8" + 2'6" + 2'6' COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" + 2'10" TO" ; 3'0" + 3'0" + 37 Dotes: 1. Occr a, rngernents using fewer panels than wha! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonile International website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonile International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCE 7 (Minimum design loads for buildings and olher structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miaml-Dade BCCO protocol PA201, PA202 & PA203. Oak i aft A -1% t ,I1-1ZI Alt h.,'tkY 4,1001t.% wr.f•rN Nr.,, fn.rt 0.:.: a— ! Ow cola.-v p,opnin of otoew ntoro i ,n makes specifications, otsion eno ona.tt M a f O n i l e I n t e f n a t i O n a l Corpora (i O G Qn:o ;e;= to chance vdtwtn route. Glazed Units COP-WL-MA010Q-02 FIBERGLASS DOORS 8'0" Height — Inswing COP-WL-MA0146-02 r 02-0423.01 Application Filed) t • , 40.0 NO I X 2'0" 2'6" 2'8" 2'10" 3'0' 3'6' Not Listed Not listed 1 r Xt". OX, C:;0 Multiples,th) 2'8" + 1'0" Alasonite Internationalt.l' COP-WL-MA0148-02 OCCO 02-0423.01 Application Filed) r• Rating 40.0 ImpactRated NO 2'8" + 1'2" 210" + 1'D" 2"0" + 1'2" 3'0" + 1'D' 3'0" r 17' 2.8„ + 1'G" COP-WL-MAD149.02 02-0423.01 Application Filed) 40.0 NO 0" , 2'10" + 1'0" + 1'2' + 2'8" + 1'T' 1'D" + 2'8" + 17 1'0' + 3'0" + 1'D" 1'2" +2'10' + 1'2' 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210' + 2'10" XX, OXXO 2'8" + 2'8" COP-WL-MA0147-02 02.0423.01 Application Filed) 40.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6' COP WL-MA015A-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210' + 2'10" + 2'10" 37 + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels thar,. what is shown in the above chart also comply under the product approvals shown. 2. Assembly detai!s are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. Ir;sW'a:ion instredions are available from the W,zsonile Internaticnal website (www.masonite.com) or from the technical center. 4. AcW2: design pressure requirement for a specific cuilding design 8 geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builaing codes specify the edition required. 5. Masonite International structural, cyclic. air, waver, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O aka rraaffART .EK" 4, b,.M r,f ,\E.f I:N7M nOO1Lt Ns"d..Jr4w+n"G.r O.m. PI{f.M_r0M-I.I/.w,wN f i.I r 7, LO"-i Masonite International Corporation xtw1^I.,Knc;:ne+clot.necv.oanem:n+leaooca4;:.•o,•s,«sq.::a;u:a+ Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing ff fl M—Titi R rt1aQjUW COP-WL-MA0166-02 I1'I I• I 02-0423.03 Application Filed) 47.0 1. NO7XI' Singles1th) 2'0" 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement1(Width) X0, OX, OXO 2'8" + IV mason-ile InternationalI,1' COP-WL-MA0168-02 I 02-0423.03 Application Filed) OEM, 1 47.0 1. M. NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 37 + 17 3'0" + 1'2" 17 + 2'8" + 17 COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1 W 17 + 2'8" + 17 1'0" + 3'0" + 1'0" 17 + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 37 + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. S. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. a Oak raff AR EK" F11/I;Mf.1.A55 C.T.V•000M5—T..—F—V—b-1)".n . o.. ro. bream• Masonite International CorporationOWulneweqpOpnmofWo01c1 ++Ipo.emenl mites specEicnian. aesgn and MaAucl onad suo,ea to cwnpe -d wut IWlce. Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing Singles, X 2'0" run 1 COP-WL-MA0101-02 I . , • • I 01-1031.01 Mg&QgM 76.0 1 , NO 2.6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed X0, OX, OXO 2'8" + 17 COP-WL-MA0103-02 02-0109.10 Application Fled) 55.0 IMTR NO 2'8" + 17 2'10" + IT 2'10" + 1'2" 3'0" + 'IT 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 37 + 1'0" 17 + 2'10" + 17 1'2" + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" . COP-WL-MA0102-02 02-0109.10 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. Oak Craff AR k EK'" oT F'1MI:NGI.Ass ENT—,)Oohs T.—ram."1^ 0— r/lU.,VI\ I.n a,0,0 29. 2002 Ow comp V aowam of podua mpmvemem "n soetrtk~s, anon am poo.n Masonite International Corporation Otua $w l ,o cnan0e "+IIwN W.Ct ODaaue Units FIBERGLASS DOORS 6'8" Height — Outswing Singles (width) 2'0" 2'6" X 277'8" COP-WL-MA0121-02 2'10" TO" TV Not Listed 01-1031.02 76.0 NO Not Listed Arrangement X0.OX. OXO Multiples (width) 2Y + IV COP-WL-MA0123-02 Miami -Bade OCCO 02-0109.09 Application Filed) DIP Rating 55.0 NO 2'8" + 1'2" 2'10" + 1'0' 210" + 1'2" 37 + 1'0" 37 + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2' + 2'8" + 12" 1'0" + 2'8" + 1'0" 17 + 3'0" + 17 1'2" + 2'10" + 17 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0akcraff AR 4 EK'" F'I°I:M Ci,.Ai( ENI'NY DOORS W4.vM Nwprlwr0"r. Avd 29• 2WMasonite International Corporation Ol cwwl ,kV woq + of wo&" inw& e M Maki SWdcalim OtSO and aodW O d 1.Dga W C,uno! . I_A wtim Opaque Units COP-WL-MA0100.02 . FIBERGLASS DOORS 8'0" Height — Inswing 02-0109.08 COP-WL-MA0106-02 (Application Filed) 70.0 NOX 27 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed 1'Multiples1 X0. OX. OXO 2'8" + 17 masoniieinternationalD,EICCO COP-WL-MA0108-02 02-0109.08 Application Filed) D• Ratin1 55.0 I •1 NO 2'8" + 1'2" 210" + 17 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" IT + 2'8" + 17 COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'D" + 2'10" + i'D" 17 + 2'8" + 1'2" 17 + 2'8" + 17 17 + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2' 10" + 2' 10" + 2'10" 37 + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 210" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 8 PA203. Oakgraff 1• Tc .1 IMONS AR EK" t•.lu l..t It ,.ew. YINI!N Ci I. A,lt t:NTNY Nm4.r"d/w.prfwtDsvn MdiOnite Int@IIIdt1011d1 Or(10rdtiOn COIMomnWdq popnm of OIdoNO mprovMltm mtYtS fptCd[l1iMY. OtS.pn llq p00K1 otUd WWI to CNnot rdfq A nolCe. Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing ArrangementSingles1 X 2'0' 1 1 COP-WL-MA0126-02 ll I 02-0109.07 Application Filed) t• 1 70.0 1 , NO 2'6" 2'8" 2'10" 3'0" 3'6" ' Not Listed Not Listed 1Multiples1 X0.OX. OXO 2'8" + 17 1 1111 COP-WL-MA0128-02 r. l I 02-0109.07 Application Fled) I• 1it1. 55.0 1 NO 21' + 1'2" 2'10" + 1'0" 210" + 17 37 + 1'0" 3'0" + 17 1'0" + 2'8" + 17 COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + l'0" 1'2' + 2'8" + 1.2" 1'0' + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 2'10" + 17 17 + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX• OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0' + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0akgraff I..,.,n 'le•e.l AR 0 EK'" 1•tlu,ivel. l."n f INI;Me:1.Ati\ F:N'1'MV nooks F.-&. 1-0— aaa 29•MW 0. CM—V W.Vam of po0u0 inplo•Hnenl mall" Speei1ta141N. on -on aW WOOW Masonite International Corporation a eWlnl'o Coupe'itw A MI[e. X Unit 6' TYP. 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus ln" Height of door unit plus 1/4" SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Apra 29. 2002 Masonite Inter lational Corporation Ow co,u n,^ 0,00'an, of otoducl •nolo.tmtnt nWIS S1KcdKilOnf. onion lb MOW ftUd Suolttl to cnvW "dnout troricc. or • MID-WL-MA0003-02 Unit SINGLE DOOR WITH 1 SIDELITE 6- TYP. 6'8" UNIT 8V UNIT 13-15/16' 17.1/8• MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include !8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Aprd29 2772 Masonite international Corporation Ow ,omn..; err+", a wwon on-P dM V IC^l oeud SUW to CN"pt ..dMW MCC, Ox0 , AItlr l Unit . SINGLE DOOR WITH 2 SIDELITES UNIT 8V UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" r r r r r r r r r r Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include B8 and #to wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 A01429,2002 Masonite International Corporation o/ CVmn. M oo-n., 4 w.C:.':i'.+en:enl nY.Ct tln•Inf.A4n•. d,,W. dn0 _C.C. Wid Syb^. I5 :rdrye vdrtw oxxo , ,III I Unit f DOUBLE DOOR WITH 2 SIDELITES 6- 3, 6' CL TYP. TYR TYP. TYP. I Il ll l tl (l t 11 11 I I 11 II I Il 11 I II II I 6- TYR r6'6' UNIT 8'0' UNIT 13-15/16- 17-1/8- MAXIMUM ON CENTER TYP. RoughMinimumFastenerCountopening1 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include f8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 e.ri,.....fe i.e.. Apiil29.2002 Masonite International Corporation ow com;n n poffAm of WOW •^Mov M m bt$ Soecd(~S, fe.gn Ana poaaf feud capccf fo 03n9C WOW MIKc XX ' ' ' ' ' ' Glazed Inswing Unit ' FIBERGLASS DOORS APPROVED ARRANGEMENT: S O 0.0 t%ritXs. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Mapmum unit size • 6V x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 79alional, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 0o on don as 00 00 00 00 100 Series 133, 135 Series 136 series 822 Series 1/2 GLASS: 0 F11 UU.' ou 11 ° a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA., 23 RA., 24 R/L 107 Series' 108 Series 304 Series Seres' This glass kit may also be used m the following door style: Eyebrow 5•pand with scroll O.ak raff EK" t..l.....lt T w..".I...A .re.l.r.d AR oVIdL'NCiLASS ENTMy DOOMS a U.-o ra•rp"1^ 0— Apia 29. 2002 Masonite International Corporation bw eoMmu," Or Wam Of aOas1 m701emmt "arts sdecde1fon1, eeSiOn snd WOdA1 aeud sugea m cOanee .dead nth<e XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: fit- 404 Series 410 Series 109 Series 11/, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number. Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK'" .T rruu"r:.a: LN 1'M 1' W11I".\ N-..u.,r.. •..."t-, .. PREM '.^. i.J/,.:... n AptA29.2002 Masonite International Corporation Ow comwu+V frooram of Wofua moro eom makes smdicitbes. ctnip and Drofua feud suoca to cwge ."row nc'ce. XO or OX ' ' ' ' ' Glazed Inswing Unit r APPROVED ARRANGEMENT. O O FIBERGLASS DOORS .. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size . 6'0- x 6T Design Pressure 52.0/-52.0 Limited waxer unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific budding design and geographic location is determined by ASCE 7-national. state or local building codes specify like edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: as00 °® oa ao as as 100 Series 03. 135 Series 136 Series 822 Series 1/2 GLASS: 0 00 UU n ° a an na 0n as as as 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 RA. 107 Series' 108 Series 304 Series Series - This glass ha :nay also be used 'al the lollowing door style: Eyedrow 5-Panel vrith scroll Oak raft AR t EK- r..l....1,1.. w.....1. .. ..r... e.<.1 rwe.l r.nas n'r.cr unur, r..r—P•+r 0— At), 29. 2002 Masonite International Corporation 0. WI—.; T00.1.n 01 0r00-1 n.wo.ma.1 owes SOCCOKalg01. ftw- C.0 Y00..C1 OCY, f.Aq IC CM.pe +r,0 .1(C XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114. 120. 122 152 Series 1e9 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 2eR, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak Taff AR O EK" r..,•.. e .- r rrll'Y.: r.n X Lv'r"\,rrrl.IM rbw.i..va<ra..N••e...r Oar• MA b April 29.2002 Masonite International Corporation 0. co -.v oropnm a paean .noro+tme d _u ft swificnom. eew and woam 3 .. S.acr to enanee "ahoy arose N OXO Glazed Inswing Unit APPROVED ARRANGEMENT: k ham• 0 q; r i1:i di.t e FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size n 97 x 6.8- Design Pressure 52.0/-52.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-rational. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: na as oa nn as 000 as 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: UU 0 ° on on nn as nn ao 105 Series 106. 160 Series' 129 Series' 12 RlL. 23 RA.. 24 R/L 107 Series108 Series 304 Series Series' INS glass tut may also be used in the following door style: Eyebrow 5-panel with scroll. R Oak raft AR k EK" t..l.:..1, l•._ 1• IUL'NI:L A.\\ LN'1'N 1• UU<)N\ t.e•.A.v.ttwNucwlrr Oenn Aprd 29. 2002 calwwlae a000rn o+ aooun +Nao[trNtm rllases sottncxo"s, oesron a110 IvoONu M a s o n i t e International Corporation utaa S.eltcl W Cn^t n'Crg Mitt. OX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: b 00 00 0 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 2411, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number. Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft ARkEK PItl L'N6LA11 CNI UUUMJ T..-F_... t Omn PREMD= April29.2002 Masonite International Corporation 0. w to wp woenm of mocuo inoto+emtnt ,rysts spec,14mions. anic. Jn0 Oaoeuct Ceud SUW to CtUngt WOW rWIKC OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: r.` • x O w aE 4t O y Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door with 2 Sidelites Maximum unit size . 12'0' x 6T Design Pressure 52.0/-52.0 limited water un ess special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific budding design and geographic ld-atlon Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: aa00 00 00 00 D0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106.1 Series' 129 Series' 12 RA. 23 RA.. 2e R/L 107 Series' 108 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR EK" r..1 ....1t 1.._ 1/111111 t.t w\ LHl'N 1' UUU11[ td.4..wM rttrNu Evert Doan Mn A Apra 29. 2002 MasO nilC Inn Crfldtl0nal CO/POrdllOn 010 t:Om.W'M orowam at 0r0Oy0 mpOrCmMI maYtS smd ca,.d%. dts on and O.oaxi 0tud sub^. 10 CNOet NOON OO1<t. OXXO Glazed Inswing Unit COP-WL-MA0145.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a0LJ 1I 5 00 00 F e0e Series a 10 Series 109 Series 114 120.122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: t n a n o 129 Series 200 Series 12A. 12L. 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 4 EK'" r..,•r..•,, r..T YI •r 4•ru a.L' liW unu.. ra..b.vr-..P."e..v,Om. a - e April 29,2002 Masonite International Corporation Q" CO _M v WOO—OI1-010 mWp em MAts lvftd A9 S. ECLe" 4 MOG"n enl, Subvea to CA^, _t0A .0-ce. XX Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: T , z, o Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Double Door Madmum unit size • 6'0- x 8'0• Design Pressure 40.0/-40.0 limited Water uniess special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements tot a specific building design and geographic location Is determined by ASCE 7-national. state or local building codes speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: am as as 8n Series 1/2 GLASS: 0 a as e04 Series 108 Series U O akcraff AR EK" I'IULNCLA.S\ e:r.I'N\',UU()IIS r T. •.+.+r+••N••rwsr •^•T Q4;MasoniteApra29.2002 International Corporation ow C-.n •.t r-07— a aodun-a-0—ao roues suecdicnnns. desk+..a aoaua ona+ s..olea Io eA+.ge .+.soul nauee. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft AR 4 EK" e..,..:..,. r..T 1"L•"I: L.\.. Lr - 1l.I.l".. r.b+..vN1MNuf.nrrOw. C Aprd 29. 2002 Masonite International Corporation 0. com...p o.opum of d•oducl mVWMem ..Wts SPWINC-i m. desgn end o•odun deua suoxn .o cnrge .iam st m.Ke XO or OX '' : ' Glazed Inswing Unit APPROVED ARRANGEMENT: 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 87. Single Door with 1 Sidelite Maximum unit size . 6'0' x 8'0' Design Pressure 40.0/-40.0 Urrdted grater urdess special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 0113 0o 00 822 Series 1/2 GLASS: Ela 00 404 series 108 Series 0 Oak raft AR EK" r....;..,. f .- f. r.n •r..,....r f fr r•ff r. f.n..a c—r oral«1 w.o....•s...p., w. w... Mn• n ePREMv /..J/,... Va AP, A 29 2002 Masonite International Corporation llm I"~v pmpam of pr00va mpo.cnl m dales specftaO . dew and prp0ucf 0claa s.Y,Rf w Inane.. ~ 0 Ke XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: COP-WL-MA0148.02 8'0" FIBERGLASS DOORS l f 300 Series a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff F 't ARkEK- W ....., .. t • 1 ... c .1 111OLMCLASS LN'1'I,s" 1)/11IM5 tM4..wt)dr.t,.r t•-)Oas. o. r o. April 29.2002 Masonite international Corporation Ow coma wv tYoerdm o1 aoau .„ oro em m]tn smaicow,s. M W, and woorc, otud s olett to cu"e ..M not[l. COP-WL-MA0149.02 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 o Single Door with 2 Sidelites Maximum unit size - 97 x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. - MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beefs followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 00 doe Series am 00 00 822 series 108 Series O ak,raff AR EK'+ r Yru L'Me n sX Cn'rr v,pn.r-5 w.A....e r•..ry.. e+v, O•..• o Aprd29.2002 Masonite International Corporation Qp c0.00e4-00 er0gn"1 of prooun f yNeff%0 older %Wd"4M. deS V- 9101W al wror dewbito10cpe -dhw <e. Ox0 Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: r{3 810 Series APPROVED SIDELITE STYLES: 8'0" FIBERGLASS DOORS 300 Series a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAM1-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ aat3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff r.ct.f..ft LaT w..d.r. o7RF r•.... •.t Masoni[e International Corporation AR EW v,uuku LAss cmrKv 000ks ra..Tr.•w•t tarp" FwT 0o April29.2002 ow cww-in Ww= of Wodwa mprovemem nukes lWitCgions. Otsipn NO VOOW Oeud SUW to eturge r~ npti[e. OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: L ;•i Y USG O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maldmum unit size . 12'0' x 8'0' Design Pressure 40.0/-40.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements lot a specific building design and geographk location Is determined by ASCE 7-national, stale or local building codes specy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: DID ao oa 822 Series 1/2 GLASS: El as 404 series 108 series 0 Oakcraff AR EK" IeF Tr [rpuurNr/.om IrI IILNI I..\\\ L'M•I'N \',U 1111 N.\ fY..L•v.A rA•rerru (wVr Daar p()C,, I !U IV n r ivJn 0.• r o.r April 29.2002 Masonite International Corporation Our com.r - oroenm or oroam rN o—M masts soeeurcawa"s. oesyn.m mooucl ceue wD^1 to COarpe w•.n MLce. OXX0 E t t t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: a jk•:r 810 Series 300 Series APPROVED SIDELITE STYLES: v Mai a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" 1111LN(IAC\ LNTkv 11"Otts ty.1e.em0fewrEl." Em Dee•. OC,' rllUE'1 v n.i.r 6 Aprd 29. 2002 Masonite International Corporation DW cwm v o'"Fam 011"oduct e'.D.Ov m males soK'tic"..'. d"'o" sm o,oducl drW sutoecl to eoaode —ooul MKt XX 1 1 E t Glazed Outswing Unit r APPROVED ARRANGEMENT: 141 0 r ate.•'.%? FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door Madmum unit size • 6'0' x 6'8' Design Pressure 55.0/-55.0 United water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific buYding design and geographic location is determined by ASCE 7-national. state or beat building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 as ao 00 00 O0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n ou ooEl 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series" 12 RA.. 23 R/L, 2e R/L 107 Series' 108 Series 30e Series Series' this glass kit may also be used in the following door style: Eyebrow 5-pand with scroll O akcraff 1 AR EK" E•<I ull.•1. Iron c c.l 1.1II I K(:l•\\.\ LINI'KV 11I111K1 Mrwf..•w••F—C.0 E-0— Apr1I29.2002 Masonite International Corporation ow C"m v moerlm or Mode .n?oRm(M Illastf SDK•K %. erSQo MW wodmf o , s Ka 1• Coarser .01 4 M" XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: Ell0 all 404 Series 410 Series 109 Series 114. 120.122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). EX3 rJ ^ ' State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff ARk EK' y r.,.... o I,IUI'"I L A.1\ Lfa'1'N 1',UUII"ti r.M.i.vNab..(Iru (wv, pewr WC.' M029.2002 Masonite International Corporation 0. toms Q poeram of woouo i o o.( makes fMdcatotts. acsqn and orooutt eeUa WNW to Ow9c wahw Ito xx Glazed Outswing Unit APPROVED ARRANGEMENT: M 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Double Door Maximum unit site . 6'0' 118T Design Pressure 47.0/-47.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or bW building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed --:see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: am an no 822 Series 1/2 GLASS: a El nn 404 Series 108 series OO akgraff AR EW r..l.....lE l.<. w.....1•.ra.w T.......1 111KCKC -LASS ewrks' 000ms 1M•N.. E— Doo.s 0.. . G. Aprd29.2002 Masonite International Corporation ow CW.W..d p.00.JT 01 p.GC..n n.p.p. M mJ1es sp((i1K.lgns, pes'On 4M Wod"I O.Y. SLA"I .. C-.W-h1.0111 n " 4 3 2 1 25 GA. STEEL SKIN NIEaED1ATE SD E3 FOR It WOE OOOtL REVISIONS 4 rE ° P aA. STEEL SKINT URET ANERAmm5B0T 1 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION O/ PpTIDIRAL SSB GLASS OR A I 1 82 1 11/00 - MWW OTY (1) WAS (2) FOR TRACK SOLT S¢ AscMIXcnom B-B AVAILABLE HIom20NDL TRAa SUPPORT BY 20 CA UDR. 00 STILLS ATTACHED To DOCK DOOR INSTALLER (ro STD) SIOI 1PIT11 PAROIIFD iOGi-LOG 5157EM kk kk kk (TOP, BDTTOM a cENT[A) VIEW g IS G GALV. STEW FRAM: BUO2T. AUI' AST TO WOOD LAG S LISTED 1= DOUBLE TRACK Q C TRAM CONFIGLIRA ADROOM AVAILLowABLEMIAs OPTIONC %" t. MHR TRA« 11ILCLORE53:.000' MI El I I BDM SEES) BRACKET TRAO( TtRIOQf. TWO POINT LDooAa (.) TRICK w,,o= PER ax N 11N TOP N3RAOfCf REPORT# 9606C TRACK "° i. i lEl 3' 20 U . G MM DOUR LTRACK PATTERNILE TWO ON BOTTOM SECTION. limlimlial ONEU-GARS 0M IRXr-W rw Ku, wvw OPTIONSECTION. CM) / l.d/B' SKLT PETAL 9CRm 13 oPipML VORS A OPiIOIUL 011sa IEYSD lDO( POSITDN R MAX DOOR WIDTH - 19'-W O o YA(IODS I/.•d t' SEIF f SCW. WS f LATE 1. DOORS UP TO r-O' Iql CONSIST OF .) SECTIONS (SHOWN). 1 .3 I/C SCRm ON 19 CFNTOK. 1 OA 1N. FRONT FRAMEMOHU.V. WASHER RECIIDm. LAC saw" wY BE OOu9OFA/K 4 OWINGON OJISa SURFACE 1. G Flo MMriS OIL I Ti BY DOOR NSG{LEA (rO SLIT) nNFTBEOuIF NP, fJ S7C1L DOORS OVER r-W HIGH CONSIST OF ( SECTIONS (ITT MOM). BBUUTf Nlor RE011iED) t0 PACMM A FLUSH MOUNTING SIRiXHCE. HOR20NIAL AAWN DO NOT TRANSFER LOAD n n STOP MMADNO 2.a YE3ADW PILE AAMB 20 CA MIN. C.ALV. STEEL END SITE 1- 2' TICK M 12LAS5 CR OPIIOUL RO sf1NW 20 CA DALV. am INTER STILL 25 G RAN. EEL SKIN COATED WITH C-.0 MN. OILVANR291G, BAKED - ON F WER. AID A BAKEDOM POLYESTER top CON APnDD TO am SDES or STEEL SM. SHIP LAP JOINT 3' TALL U-GAR 20 G CALV. STEEL MIK T= STRENGTH: SO Ld3• 1- 7/ e' SECTION A - A TSOE 4 WINDOM I, TF MOLDED (SIDE 1 AOtTID l/ii S""CH R_B UfE REGRER 12 GA CALV. STEEL TRACK TrTH iD 9g00 w e.3/.• PAN HEAD SOEW 10 SCREWS PER LITE) ONE 3/ 16.1- MOOMF OI 21 CODERS (C-90 PER TRACK BRACKET. ffGRR SNAPCHCX. ES 2 pDO UAPCON SCEWSOM17-1/2• gMERs A. ID. ROUND 7 PER ROUFR) uta PSIMIN. COIOETE)_ WASHIM INCLUDED WITH FASIENFR (OE Is G CALV. STEEL CENTER HeNOE SLEEVE ANCHORS. 1 O.D. RRU RASHER REQUIRED 2• CAL, WEEL TRICK FAST04ED TO 1. CA CALV. p0UD1 101Q$ F ro RITOL STILp r a) ROCA.ROLLERONEBRACKETmW O rEroSIIMnA,OI0M BRACKETla ATTACHED •/(.) We OF DOOR. WITH TM'004. ANCHORS MAY BE OOUMOWK 12 G CALV. STEEL TRACK BRAOER fASTOED ro FW S1ILE5 EAOI M/(•) I,R B 9EE7 IEGL . 1.6/e' SHEET METAL 9RER' Sim TRACK ATTACHED ro EACH BUCKETMETK SO¢W9 NO M( OU 71MGSURFACE. HM'AaJMDS 00 ITT WITH BLUE 1 BOLE a RUT .) t . /. IAPPMD swars PFR OD NDE TRA/Rm L& A TWO 1/• OR nD 1/.• BLUR wAETs. OUTSIDE AmKEYED E REM E. DO END 2' MA. SHORT -STEM. 10 BALL STEELPALEPALER./ STILE H1 EACCH FASTENED To 00 SIRE ORFR STU RATON MARKMLStEREIEID. PL PREPARATION OF KAMRS BY OTHERS SECTION [t FLORIDA P.E. I.e493 SHEET /( I.aS/ e' INSIDE HANDS NORTH CAROLINA PL /23N2 a (.) I/.'.3/.• SELF SWifyl Lri_LOCK HOCK BW rIPPrD strdrs. ON r OEya OF yew ELEMENTS DESIGN LOADS: +2t.0 PSF & -2t.5 PSF OUTSIDE 11U01L EACH SIDESHM . BE THE RESParsEanr OF THE PROFESSIONAL OF TEST LOADS: +36.0 PSF & -37.0 PSF or DOOR PEOORO FOR THE BALING OR STRUCTURE AND N ACCORDANCE 20 G GLV. STEEL._BARSF1D N A 2- R_2-, PAtImNII ((II L TWO U$ARS SIRE SIDE BOLT LOCI( ENGAGES ML, 1 CIWEO auLomG OD6 FOR THE LOWS LISTED ON elavAAt PAa.AS AI[ 90m w t1L INS OyApK• vet — A K.® IIAU lbOosaj. PART NO.: - ON BOTTOM SECTION. O/E U-BAR ON NEXT SECTIOI EtO.4 EAGH U-BAR AITACIIm MM I a' _ SELF TAPPING SCREWS INTO VERVEAL TRICK. ONE LOOT ON NOTICE. C.VMrWIy/ P.. Ms ifan„WX.n UrdM» SIRhAI OCIw.A.e TOLERANCES 312 WOWSL SAL 1600 IDEALrX IR a6t5202PEAsLDum1. L EACH Sar I3dAY 41 PDIORC 0 175 m9., on Td Ila I-f13-3BI-{BIDE OF DOOL n.A1r AM •M .M a e.a.. At ,..a apmR.l 0 - 1.03 WUM•OM CUMEL F. ft 1-513-762-3515 am BO.roM BRACKET. i T a DWITHATTACHEDWITH (2) ll.d/e' RACK PETAL SCRLVrS. 9mcp r .ryry ..9..M RAm r..IYq 1A,.Anaa 00 . t.015 000 . t.005 0000 . t.001 DESCRIPTION: MODEL 6RST Wt 16-0 K 8-0: 24/-24.5 DESIGN LOAD DRAWN BY: BNM GATE: t I B 00 SCALE: NTS DWG. R ALUMOM C(FRUSK) H 2 Z OIL. Degrees . t 1/7 CHECKED BY: IAIIVW I DATE: 4/18/00 SHEET I OF t SIZE L Third a A"9' - ProJxtioRtKMa.. Slated ' N it mFENSDHs ARE Of 9RLIEs. OWC. NO.: 102138 REV. N0. 1 3 2 COU; ii'V' BURIDIK DIV. 0 C 0 A J L 1 MODEL: 6RST (25 GA. STEEL SKIN) REVISIONS MODEL: 4RST (24 GA. STEEL SKIN) REV. No ZONE: DATE: ECN N0. APPVD: DESCRIPTION OPrK) AC DS8ACRYLIC ITESs OR LISTED 1 A4 11/00 - MWW OTY (1) WAS (2) FOR TRACK BOLT 1 H' ACRYLIC UTES AVAILABLE 1) INTERMEDIATE STILE ( EE SECTION B- MI ATTACHED wL TOG-L-Loc (TOP do 80i} 20 Gil MIN. END STILEs ATTACHED To 000R HORIZONTAL TRACK SUPPORT BYANDURETFUWEADHESIVE (ALONG CEMEfi) SKIN WITH PATENTED TOG -I -IOC SYSTEM . 2• n 3' TALL U-BAR ONTA INSTALLERER (TOTSUIT)Y Dr• -- A OP, BOTTOM h CENTER). 20 GA. GALV. STEEL DOOR t 3' Q u.-M a 0 p ® 1-7/E REPORT#96O6C l— IJ GA. GALV. STEEL, FLAG BRACKET. 1 to a GALV. STEEL 70P EACH FASTENED TO WOOD JAMB WITH cw cc T A ROLLER BRACKET ) (3) 5/16-x1-5/8• WOOD LAG SCREWS. I 55 GA. G 14fl T UETAL UM DOUBLE TRACK Low HEADROOM ISLOCKPOSITIONWITHABAKED -ON PRWER, y@ I,IpS m TRACK CONFKXIRATION AVAILABLE AS AN OPTIONBOTHSIDES) AND A BAKED -ON POLYESTER xTWOPOINTLOCKINGTOPCOATAPPLIEDTOBOTHa DOOR SIDES OF STEEL SKIN. 14 G GALV. STEEL 52 HE1CHi 1' ONE 3' TALL x TOE 2S 2• GALV. STEEL TRACK, H - 20 GA. U-BAR (50 KSI) STILES 4) 14a o MIN. TRACK 7T0CKNE55:.oso• - 0 8 PER ODOR SECTION. END SLIDE BOLT k9E(44) 1 • V4• Self 1' I STIl£ LOCK ENGAGES TAPPL40 SCREWS.' INTO VERTICAL xx `` TRACK. ONE TYP. 2-1/2'x 12 GA GALv. STEEL TRACK BRAcmu. t OF ._. LOCK SIDE FE W . m G CALV. { TRACK BRACKETS PER SIDE. M A EACH SIDE U-0AR HE UMW ATIACNm ( ) OPTIONAL OUTSIDE KEYED LOCK POSRK)N OF DOOR. WITH IWp 1 4-9/4• SELF TAPPM o LHR TOP BRACKETMAX. DOOR WIDTH 9'0' SCREWS SRE LOCATION. NINSIDE SLIDE BOLT DOUBLE HORIZONTAL O114x5/8' SHEET METAL SCREWS LOCK OPTION TRACK DOORS UP TO 7'-0• HIGH CONSIST OF 4) SECTIONS (SHOWN). FRONT FRAME WITH U.V. \. DOORS OVER 7--0' HIGH CONSIST OF ( SECTIONS (NOT SHOWN). COALING ON OUi510E SURFACE DOUBLE TRACK O O 13 CA CALV. STFIL BTTOMOLOW HEADROOM OPTION 1/ 4'x3/4' SELF 1 Yx3 LAC SCREWS ON 24 CENTERS. I' O.D. MIN. 11B 4/3SHEET ME! TAPPING SCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK I SSB GLASS OR OPTIONAL 10 SCRAUAUkWEW 14 ND HIN .F'[ RUSION fl 18 . A I R IA HIN E (BUTNOT REQUIRED) TO PROVIDE A FLUSH MOUNTING 1/8' ACRYLIC UTE WINDOW UTE SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION B-B 2x6 YELLOW PINE 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16'xl-5/8' LAG SCREW PER TRACK BRACKET. 2• GALV. STEEL TRACK FASTENED TO 12 GA GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'6/8' BOLT h NUT OR TWO 1/4' OIA. RIVETS. STOP MOULDING BY DOOR INSTALLER (TO SUIT) r- 20 GA MIN. CAW. STEEL END STILE SECTION A -A LSIOE VIEW) JHx3/ 4' PAN HEAD SCREW VERTICAL JAMB ATrACHM! (C- MOLDED INSIDE (10 SCREWS PER LITE) END N_ COIfCRE71E i Bu STILE 31. 4 SLEEVE AFICFKJR5 ON 24 CENTERS (BOTH INTER. C- 90 BLOCK OR 2.000 PSI MN. CONCRETE) OR rr SNAPLATCHENGAGESSTILE1/ 4x4 TAPCON SCREWS ON 24' CENTERS (2.000 20 CA CALV. STEEL INTER. STILE PSI ' CONCRETE)' WASHERS INCLUDED WITH SLEEVE ANCHORS. MIN. WASHERS REQUIRED H RS WITH NOTTAPCONS. ANCHORS MAY DE COUNTERSUNK LATER. STILE BUT NOT REOUBtED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OUTSIDE KEYED HANDLE 18 CA LV. GASTEEL CENTERHINGE 4r FASTENED TO INTER. STILES W/(4) 1 114x5/8' SHEET METAL SCREW5. 14 CA GALV. STEEL ROLLER HINGE FASTENED i0 ENO STILES EACH W/ 4) 14x5/8' SHEET METAL SCREWS AN 4) 1/4' x3/4' SELF TAPPING SCREWS PER END HINCE. ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE END STILE N' CIDOI F KEYED IOdCINSIDEFW10LELOCK BAR LOCKING 2• DIA SHORT STEM, 10 BALL STEEL ROLLER. PREPARATION OF JAMBSRYOTHERS. ralxt IAti.xx Srm.e Othvr64 JAMB CONFIGURATION braUI, 1°OIO.r "" m TOLERANCESa. SECTION C-C a .0 - f.03 NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS ms0i'o,t r• .00 - SHALLBE THE RESPONSIBILITY OF THE PROFESSIONAL OF t.015 aaiW . aaw ,,,. .T. i k ,000 t,05 RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD. P.E. 1'a 0000 - t. 001 WITH ENT BUILDING CODES FOR THE LOADS LISTED ON A SAL Dagm" t 1/7 THIS FLORIDA P. E. /48495 Thud Angle - Wan K—*G FE EIN — NORTH CAROLINAP.E. /23832 Projection OYD/90115 AW 00 00E 4 3 LOCKBAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. m DESIGN LOADS: +25. 0 P.S.F. & -32.0 P.S.F. TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. oevw aaso r[ Tom w sye r xml • +. u Oxaossl. PART NO.: - A Tl Tyi" Y ATSI} ibl & Ian DESCRIPTION: MODEL 6RST W4 9- 0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BMN I DATE: 4/18/00 SCALE: NTS DWG.R CHECKED BY: MWW DATE: 4/ 18/00 SHEET I OF t SIZE L DWG. NO.: 102137 1 REV. NO. 1 . 6S8'BTAao-r I ...1..— ea nanaa 3 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1732 Builder: DR HORTON Address:293 Cl_,t . Permitting Office: City, State:50V- kk l \ 37 3 Permit Number: Owner: j).R . Roo-oz, Jurisdiction Number: Climate Zone: Central I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr 3. Number of units, if multi -family I _ SEER: 12.05 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No _ 6. Conditioned floor area (ft') 1732 ft2 c. N/A 7. Glass area & type a. Clear - single pane 207.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 36.0 IcBtu/hr c. Tint/other SHGC - single pane 0.0 fl2 _ HSPF: 7.65 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Ext Insul, Exterior R=3.0, 1224.0 ft' _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 56.0 W _ b. N/A c. Frame, Wood, Adjacent R=11.0, 328.0 ft2 d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1883.0 ft' _ 15. 14VAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 170.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/ Floor Area: 0.12 Total as -built points: 26482 PASS Totalbasepoints: 27662 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: 1 Nip - DATE: a3 oZ I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNERIAGENT: DATE: "` 15 0 3 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: o4, VHE S4110:1 d„ o INr1 i O EnergyGauge® ( Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details 7, 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 1732.0 26.78 8037.2 Single, Clear NE 1.0 5.0 23.0 43.65 0.95 957.0 Single, Clear NW 1.0 5.0 23.0 37.74 0.95 828.2 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SW 1.0 5.0 32.0 52.82 0.94 1584.9 Single, Clear SW 1.0 4.0 10.0 52.82 0.89 471.4 Single, Clear SE 1.0 3.0 10.0 56.64 0.81 459.4 Single, Clear SW 1.0 7.0 54.0 52.82 0.98 2799.6 Single, Clear SE 1.0 5.0 23.0 56.64 0.94 1221.1 As -Built Total: 207.0 10020.5 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 328.0 0.70 229.6 Concrete, Ext Insul, Exterior 3.0 1224.0 0.70 856.8 Exterior 1280.0 1.90 2432.0 Frame, Wood, Exterior 11.0 56.0 1.90 106.4 Frame, Wood, Adjacent 11.0 328.0 0.70 229.6 Base Total: 1608.0 2661.6 As -Built Total: 1608.0 1192.8 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1732.0 2.13 3689.2 Under Attic 19.0 1883.0 2.82 X 1.00 5310.1 Base Total: 1732.0 3689.2 As -Built Total: 1883.0 5310.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1732.0 14.31 24784.9 1732.0 14.31 24784.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 T z FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 328777 Summer As -Built Points: 34989.3 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) 32874.1 0.4266 14024.1 34989.3 34989.3 1.000 1.00 1.087 x 1.150 x 1.00) 0.283 1.250 0.283 0.950 0.950 11758.5 11758.5 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 T 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 1732.0 5.86 1826.9 Single, Clear NE 1.0 5.0 23.0 12.00 1.00 276.1 Single, Clear NW 1.0 5.0 23.0 12.23 1.00 280.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SW 1.0 5.0 32.0 9.22 1.02 300.4 Single, Clear SW 1.0 4.0 10.0 9.22 1.03 95.1 Single, Clear SE 1.0 3.0 10.0 8.34 1.09 90.8 Single, Clear SW 1.0 7.0 54.0 9.22 1.01 500.9 Single, Clear SE 1.0 5.0 23.0 8.34 1.03 198.0 As -Built Total: 207.0 2017.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 328.0 1.80 590.4 Concrete, Ext Insul, Exterior 3.0 1224.0 2.80 3427.2 Exterior 1280.0 2.00 2560.0 Frame, Wood, Exterior 11.0 56.0 2.00 112.0 Frame, Wood, Adjacent 11.0 328.0 1.80 590.4 Base Total: 1608.0 3150.4 As -Built Total: 1608.0 4129.6 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1732.0 0.64 1108.5 Under Attic 19.0 1883.0 0.87 X 1.00 1638.2 Base Total: 1732.0 1108.5 As -Built Total: 1883.0 1638.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1732.0 0.28 485.0 1732.0 0.28 485.0 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 T FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5391.0 Winter As -Built Points: 7979.2 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) 7979.2 1.000 1.078 x 1.160 x 1.00) 0.446 0.950 4229.0 5391.0 0.6274 3382.3 7979.2 1.00 1.250 0.446 0.950 4229.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 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 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14024 3382 10256 27662 11759 4229 10495 26482 PASS EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 0 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 wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. 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 NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES lmrrst hp mat nr pYcppriprl by au racirlant-oc 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 efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) T. DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 IcBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area (ft') 1732 ft2 c. N/A _ 7. Glass area & type _ a. Clear - single pane 207.0 ft= _ 13. Heating systems b. Clear - double pane 0.0 11' _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.65 _ d. Tint/other SHGC - double pane 0.0 11' b. N/A _ 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A _ b. N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons a. Concrete, Ext Insul, Exterior R=3.0, 1224.0 W = EF: 0.86 -_ b. Frame, Wood, Exterior R=11.0, 56.0 W b. N/A c. Frame, Wood, Adjacent R=I 1.0, 328.0 ft' _ d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1883.0 W _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 170.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) T8$ sT in this home before final inspection. Otherwise, a new EPL Display Card will be completed yo = A80.o based on installed Code compliant features. Builder Signature: Date: It-I15 Q3 11 a Address of New Home:Zib CIU (, City/FL Zip: Jlr1 OC NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar7mdesignation), your home may qualify for energy efficiency mortgage (EEAI) incentives ifyou obtain a Florida Energy Gauge Rating. 1 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 v3.2) rT 141 RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 17 32 . bld For: D . R . HORTON By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 70 Deg F Design TD: I 32 Deg F HEATING SUMMARY Bldg. Heat Loss 29416 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 29416 Btuh INFILTRATION Method S impl i f ied Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.ft.) 1732 1732 Volume (cu.ft.) 13856 13856 Air Changes/Hour 0.8 0.4 Equivalent CFM 185 93 11/16/98 Job # 1732 Wthr Orlando FLAP Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 75 Deg F Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 Grains Water 44 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 22883 Btuh Ventilation 990 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 1.00 Total Sens Equip Load 23873 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1380 Btuh Ventilation 1496 Btuh Infiltration 2769 Btuh Tot Latent Equip Load 5645 Btuh Total Equip Load 29518 Btuh HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANE Make TRANE Model Model Type Type Efficiency / HSPF 6.90 COP/EER/SEER 10.30 Heating Input 0 Btuh Sensible Cooling 35500 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 35500 Btuh Actual Heating Fan 1200 CFM Actual Cooling Fan 1200 CFM Htg Air Flow Factor. 0.041 CFM/Btuh Clg Air Flow Factor 0.052 CFM/Btuh Space Thermostat Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: V I 3 . 0 . 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: 1732 File name: 1732 . bld Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* I. Winter Infiltration CFM 0. 8 AC/HR x 13856 Cu.Ft. x 0.0167 = 185 CFM 2. Winter Infiltration Btuh 1.1 x 185 CFM x 32 WinterTD = 6516 Btuh 3. Winter Infiltration HTM 6516 Btuh / 245 Total Window = 26.6 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* I. Summer Infiltration CFM 0.4 AC/HR x 13856 Cu.Ft. x 0.0167= 93 CFM 2. Summer Infiltration Btuh 1.1 x 93 CFM x 18 SummerTD = 1833 Btuh 3. Summer Infiltration HTM 1833 Btuh / 245 Total Window = 7.5 HTM and Door Area Procedure C - Latent Infiltration Gain 0.68 x 94 gr.diff. x 93 CFM = 2769 Btuh Procedure D - Equipment Sizing Loads 11/16/98 I. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 Summer TD 990 Btuh Sensible Load for Structure (Line 19) 22883 Btuh Sum of Ventilation and Structure Loads 23873 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 23873 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr.diff. 1496 Btuh Internal Loads = 230 x 6 No. People 1380 Btuh Infiltration Load From Procedure C 2769 Btuh Equipment Sizing Load - Latent 5645 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3 . 0. 12 SIN 10315 Printout certified by ACCA to meet all requirements of Manual Form J C 1732 Job# 1732 Zone: • Entire House 11/16/98 MANUAL J: 71h Ed RIGHT-J' 3 0 12- S/N 10315 I Nameol'Rooin Entire House BR 4 FAM LAUNDRY 3 Running Ft. Exposed Wall I 202.0 Ft. I 29. 0 Ft. 41 . 0 Ft. 7. 0 Ft. 3 Room Dimensions, Ft. 0.0 1. 13. 5 x 12. 0 Ft. 20.0 x 20.0 Ft. 7.0 x 9. 0 Ft. d Ceiings.N Condit. Option 8.0 heat/cool d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTh4 Area B11111 Area Binh Area Bhtll Area Binh EXPOSURE NO. Htg Clg Length H1g Clg Length Htg CIg Length Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 1224 232 112 0 Exposed b 12C 2.9 1.9 56 0 56 0 Walls and c 13C 3.2 1.2 328 0 152 56 Partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and n 1C 37.0 153 5655 23 850 23 850 0 0 Glass Doors b BC 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 i 0 0 7 Windows and North 22.0 19 429 0 0 0 0 0 0 Glass Doors NE/NW 41.0 46 1886 23 943 23 943 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 49.0 142 6934 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Herz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 0 0 0 20r 294 199 18 265 179 b lOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 1017 2506 1120 209 515 230 89 219 98 0 0 0 Exposed b 12C 2.9 1.9 36 104 70 0 0 0 36 104 70 0 0 0 Walls and c 13C 3.2 1.2 310 977 363 0 0 0 152 479 178 38 120 44 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1883 3194 4192 162 215 361 400 678 190 63 107 140 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 II Floors a 22A 25.9 0.0 202 5236 0 29 752 0 41 1063 0 7 181 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 245 6516 1833 23 612 172 43 1144 322 18 479 135 13 Subtot Binh Loss=6+8.,+11+12 26742 3003 4831 1152 14 Duct Btuh Loss 10'/ 2674 10•/ 300 10% 483 10°/ 115 15 Total Btuh Loss= 13+14 29416 3304 5314 1267 16 Int. Gains: People rr 300 6 1800 0 0 4 1200 0 0 Appl. n 1200 2 1800 0 0 0 0 1 600 17 SublotRSHGain=7+8,.+12+16 20803 1706 3900 1098 18 Duct Btuh Gain 10°/ 2080 10•/ 171 10•/ 390 10% 110 19 Total RSH Gain-(17+18)•PLF 1.00 22883 1.00 1876 1.00 4290 1.00 1208 20 CFM Air Required 1200 1200 1 135 98 1 217 225 52 63 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 AwInnl 1• 11 CA in7li c z I ma NameofRonBR 2 BR 3 M/BR M/BTH 2 q3IRunning Ft. Exposed Wall 27.0 Ft. 11.0 Ft. I32.0 Ft. 10.0 Ft. Room Dimensions, Ft. 13. 0 x 12. 0 Ft. 11.0 x 15.0 Ft. 13. 0 x 17. 0 Ft. 10.0 x 15. 0 Ft. 4 Ceiings.R Condit. Option 6.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Bath Area Bttth Area Bush Area Bmh EXPOSURE NO. Ift Clg Length Htg Clg Length Htg Clg Len6gh Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 96 88 256 80 Exposed b 12C 2.9 1.9 0 0 0 0 Walls and c 13C 3.2 1.2 120 0 0 0 Partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f I 0.0 10.0 0 0 0 0 16 Windows and n 1C 37.0 16 591 16 591 32 1183 10 370 Glass Doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 22.0 2 44 2 44 4 89 2 35 Glass Doors NE/NW 41.0 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/ SW 49.0 14 665 14 685 28 1370 8 413 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 80 197 88 12 177 79 224 552 247 70 172 77 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Willis and c 13C 3.2 1.2 120 378 140 0 0 0 0 0 0 0 0 0 11: utitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings n 16D 1.7 2.2 156 265 347 165 280 367 221 375 492 150 254 334 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 II Floors a I 22A 25.9 0.0 27 700 0 11 285 0 32 829 0 10 259 0 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 JbI c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 16 426 120 16 426 120 32 851 239 10 266 75 13 Subtot Built Loss=6+8..+11+12 2556 1759 3790 1322 14 Duct Built Loss 10•/ 256 10°/ 176 10•/ 379 100/ 132 15 Total Btuh Loss= 13+14 2812 1935 4169 1454 16 Int.Gains: People© 300 0 0 0 0 1 300 0 0 Appl. a 1200 0 0 0 0 0 0 0 0 17 SubtotRSHGain=7+8..+12+16 1425 1296 2737 933 18 Duct Built Gain 10% 142 10•/ 130 10% 274 10°/ 93 19 Total RSH Gain=(17+18)•PLF 1.00 1567 1.00 1425 1.0 0 3011 1 . 00 1027 20 CFM Air Required 115 82 1 79 75 1 170 158 59 54 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 A r.n Al 1 mod. ra Dtl-L 1 r o i l T, N I Name of Room BTH KICTHEN DINING 2 Running Ft. Exposed Wall 0. 0 Ft. 31 .0 Ft. I 14.0 Ft. R. 3 Roont Dimensions, Ft. 9. 0 x 10. 0 Ft. 16.0 x 14.0 Ft. 14.0 x 18. 0 Ft. x Ft. 4 Ceiings.Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTh4 Area Bush Area Bhth Area Btuh Area Built EXPOSURE NO. Htg CIg Length Htg Clg Lenbhh Htg I CIg Leni;qh Htg Clg Lenbrth Htg Clg 5 Gross a 14C 2.5 1.1 0 248 112 Exposed b 12C 2.9 1.9 0 0 0 Walls and c 13C 3.2 1.2 0 0 0 Partitions d 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Windows and a I 1C 37.0 0 0 10 370 23 850 Glass Doors b 8C 37.0 0 0 54 1996 0 0 Heating c 9A 29.9 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 22.0 0 0 7 153 3 64 Glass Doors NE/NW 41.0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 49.0 0 0 57 2795 20 985 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b I 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 0 0 0 184 453 203 89 219 98 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 90 153 200 224 380 499 252 427 561 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 31 804 0 14 363 0 0.0 0.0 0 0 0 0 0 0 0 0 0 JbIc 1 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 0 0 0 64 1702 479 23 612 172 13 Subtot Built Loss=6+8..+11+12 153 5704 2471 14 Duct Btrth Loss 10°/ 15 10% 570 10•/ 247 15 Total Buth Loss= 13+14 168 6275 2718 16 Int.Gains: People rt 300 0 0 0 0 1 300 Appl. rr 1200 0 0 1 1200 0 0 17 Subtot RSH Gain=7+8,.+12+16 200 5328 2180 18 Duct BtuhGain 1D% 20 10% 533 10°/ 216 19 Total RSH Gain-(17+18)•PLF 1..00 220 1.00 5861 1.00 21 20 CFM Air Required 7 12 1 256 307 111 126 Printout certified by ACCA to meet all requirements of Manual J Form MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10315 RIGHT-J WINDOW DATA Job #: 1732 File name: 1732 . bld 11/16/98 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 BR 4 a n ne a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 FAM a n nw a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 LAUNDRY BR 2 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 BR 3 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 M/BR a n sw a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 32.0 4.0 M/BTH a n sw a c n n d y 1 90 1.0 1.0 1.0 4.0 49.0 10.0 1.6 BTH KICTHEN a n se a c n n d y 1 90 1.0 1.0 1.0 3.0 49.0 10.0 2.1 b n sw a c n n d y 1 90 1.0 1.0 1.0 7.0 49.0 54.0 4.9 DINING a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 23.0 2.9 91 T C., 9 R BUILDER: D.R.HORTON PLAN : 1732 LOT SUBDIVISION DATE: 1 1/27/01 DRAwN.BY: I C.FORTIN Lb 77VM NOWJ .z MIN MUM Ag BV7S ?IV 9PXz6 REVISIONS (/el Air DATE * BY Hcatinq, Air Caiditionirq E Pefrigcraticn,lix:. 2.28.02 VJS 109 Cornmercc `trect . Site 1101 Lake Mara fl. 32746-620r, Fknw: 407-8N-266 1 Fax: 407-3!53-3853 Nlil MiTeke February 26, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, Fl. 333314627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I3041476 thru 13041496. Total : 21 drawings. Job :DR] 732I-,- F Builder :D.R. HORTON Location :BAKERS CROSSING, LOT 35 County : S EM INOLE 1 Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61 G 15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. February 26, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INI)EX OF JOB DR1732D Trusses included=21 0,"\DR1732D\a.tre" 13041476 1,"\DR1732D\a1.tre" 13041477 2,"\DR1732D\a11Are" 13041478 3,"\DR1732D\a13.tre" 13041479 4,"\DR1732D\a15.tre" 13041480 5,"\DR1732D\a17.tre" 13041481 6,"\DR1732D\a19.tre" 13041482 7,"\DR1732D\a2.tre" 13041483 8,"\DR1732D\a7.tre" 13041484 9,"\DR1732D\a9.tre" 13041485 10,"\DR1732D\agl.tre" 13041486 1 1,"\DR1 732D\ag2.tre" 13041487 12,"\DR1732D\bgAre" 13041488 13,"\DR1732D\cgAre" 13041489 14,"\DR1732D\ Are" 1 3041490 15,"\DR1732D\ 2.tre" 1 3041491 16,"\DR1732D\k.tre" 13041492 17,"\DR1732DU.tre" 13041493 18,"\DR1732D\mAre" 13041494 19,"\DR1732D\sAre" 13041495 20,"\DR1732D\s1 Are" 1 3041496 No. 45161 . 0 hSTATE OF t ORt0 C` March 22, 2002 A WARMNO - Verl k design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and looded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Addlllanal temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbeing of the overall structure is the responslbUtty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 OualRy Standard, DSI.89 Bracing Specification, and HIB-91 Handling Installing and Bracing RecommendatlonavaUable from Truss Plate Institute, 593 D'Onofrla Drive, Madison, W153719. MiTeks Symbols PLATE LOCATION AND ORIENTATION 1314 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate X plates /a" from outside edge of 0. truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko A FORM018,019 HYDRO,AW 0 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job russ I russ I ype ty y 13041476 DR1732D A ROOF TRUSS 12 1 to tionall MiTek Industries, Inc. 4.201 SR1 s Aug r e n ustrtes, nc. rr ar age 0 p 7-1-3 13-6-10 20-0-0 26-5-6 32-10-13 40-0-0 41-00 1-0-0 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1-3 1-0-0 Scale - 1:70. 5x8 - 5.00 rTT 5 5x8 -- 5x8 4 6 2x4 2x4 cc 3 7 t 2 8 9ddtd 3x8 = 14 13 12 1110 3x8 = 3x4 - 3x6 - 3x8 - 3x4 - 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.83 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.96 Vert(TL) -0.63 10-12 >753 SCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 = 1951/0-8-0, 8 = 1951/0-8-0 Max Horz 2 = 224(load case 4) Max Uplift 2 = -984(load case 4), 8=-984(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3712, 3-4=-3344, 4-5=-2353, 5-6=-2353, 6-7=-3344, 7-8=-3712, 8-9=14 BOT CHORD 2-14=3394, 13-14=2825, 12-13=2825, 11-12=2825, 10-11 =2825, 8-10=3394 WEBS 3-14=-409, 4-14=535, 4-12=-865, 5-12=1329, 6-12=-865, 6-10=535, 7-10=-409 NOTES (5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 2 and 984 lb uplift at joint 8. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. piG LOAD CASE(S) Standard A. No. 45161 0'. STATE OF jr aNA1. March 22,2002 A WARMNO - V*r{ fy derign pasametem and R&W NOTES ON TMS AND REVERSE SIDE EEMRB USE. Design valid for use only with MlTek connectors. fhb design Is based only upon parameters shown, and b tot an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is iesponsibiSty of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent btlacing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult OST-aa Ouallly Standard, 031•89 Bracing Specification, and HIB•91 Handling Installlnq and Bracing Rrcommonsdallon available from Truss Plate Institute, 583 D'Onohb Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 a: 0 For 4 x 2 orientation, locate X plates I/8" from outside edge of 0. truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko PANETM L CLIP FOR MO18,O1V on vo NL MYDRO,AIR® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. T 4ob russ I russ I ype ty y 13041477 DR1732D Al ROOF TRUSS 1 1 optional) v MiTek Industries, Inc. 4.201 SR1 s Aug r rek Industries—,-Fn—c-. Fri Mar age 13-3-12 0- 4-10-0 9-0-0 13-2-0 20-0-0 26-5-6 32-10-13 40-0-0 4 -0-0 1-0-0 4-10-0 4-2-0 4-2-0 0-1-12 6-8-4 6-5-6 6-5-6 7-1-3 fcftl 1:72.4 5x8 = 5.00 rTT 8 3x4 5x8 5 7 5x8 4 2x4 2x4 zz 8 3 2 8 10—o1dl15I d ax8 = d 800 14 13 12 11 x = 2.50 rfF 5x8 = 3x8 = 3x8 = 3x4 - 6-11-0 13-2-0 20-0-0 30-7-7 40-0-0 6-11-0 6-3-0 6-10-0 10-7-7 9-4-9 Plate Offsets e , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.90 Vert(LL) 0.51 14 >926 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.94 Vert(TL) -0.89 11-13 >531 SCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.35 9 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min 1/defl - 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D 'Except* TOP CHORD Sheathed. 6-7 2 X 4 SYP No.2D, 7-10 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-7-2 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* WEBS 1 Row at midpt 4-14, 5-13, 7-13 2-15 2 X 4 SYP No.1D WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Harz 2 = 223(load case 4) Max Uplift 2 = -983(load case 4), 9=-983(load case 5) FORCES (lb) - First Load Case Only 4b. TOP CHORD 1-2=12, 2-3=-6791, 3-4=-6695, 4-5=-3133, 5-6=-2353, 6-7=-2353, 7-8=-3439, 8-9=-3734, 9-10=14 BOT CHORD 2-15=6270, 14-15=4382, 13-14=2879, 12-13=2814, 11-12=2814, 9-11 =3414 WEBS 3-15=43, 4-15=2970, 4-14=-1871, 5-14=481, 5-13--921, 6-13=1322, 7-13=-851, 7-11 =612, 8-11 =-383 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The pp lumber DOL increase is 1.33, and the plate grip increase is 1.33 `p IDjffD' 3) Bearing at joint(s) 2 considers to value ANSI/TPI 1-1995 angle to formula. Building designer•..•• •.C• parallel grain using grain should verify capacity of bearing surface. .• lF! A 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 983 lb uplift at joint 2 and ;'G`:• v 983 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. * p 6) Truss Engineer: Junaidie Budiman, PE1/45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. No, 451si " 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. o STATE OF e 0LOADCASE(S) Standard 11440R JUAL March 22,2002 A WAJUBNO - Vor{ fjf design parameters and READ NOTES ON THIS AND REVffJM SIDE BAPORE VSE- Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. ApplicabBlty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Atltllfbnal temporary bracing to Insure stability during construction Is the responslblllty of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quoUly control, storage• detivery, erection and bracing, consult CST -ail Quality Standard, OSB-89 Bracing SpectOcatlon, and HIB•91 Handling Installing and Bracingq Recommendalton available from Truss Plate Institute, 593 D'OnohDrive, Madison, WI53719. M iT k® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 7 o a4*For 0 4 x 2 orientation, locate plates 1 /8" from outside edge of 0. truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MtTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke O PAJTM CLI FORM016,019 ffMR0,41R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. T 4ob russ truss type ty y 13041478 DR1732D AT 1 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SR1 S Aug 20 2001 mitekIndustries, Inc. Fri Mar age j-0-p 5-9-14 11-0-0 17-0-0 23-0-0 29-0-0 34-2-2 40-0-0 4j-0-0 1.0-0 5-9-14 5-2-2 6-0-0 6-0-0 6-0-0 5-2-2 5-9-14 1-0-0 Scale - 1:71. 5x8 = 5x8 = 5x8 = 3x4 = 4 5 6 7 5.00 rfT 2x4 2x4 3 8 9 to- td2 Ed 3x8 = 15 14 13 12 11 3x8 = 4x6 = 3x4 = 3x8 = 3x8 = 3x8 = 11-0-0 20-0-0 29-0-0 40-0-0 11-0-0 9-0-0 9-0-0 11-0-0 Plate OffsetsEdge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.40 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.64 11-13 > 740 SCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 4-6-9 oc bracing: 9-11. REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Harz 2=-134(load case 5) Max Uplift 2 = -1 082(load case 4), 9=-930(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4--3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11 =-368 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1082 lb uplift at joint 2 and 930 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. s i! 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. I- G` P`IC ry LOADCASE(S) Standard NO, 45161 . STATE OF . r HOR10,,. L March 22,2002 AWARMG - VerW design panwsstery and R&W NOTES ON TMS AND IMMUtM SME BE"= UM. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded verllaally. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the iesponslbility of the building designer. For general guidance regarding fabrication• quality control, storage, delivery, erection and bracing, consult OST•88 Quality Standard, DSB•80 Bracing Specification, and HIB•91 Handling Installing and Bracing Recommendation avallabb from Truss Plate Institute, 583 D'Onohb Drive, Madison, W15371 V. M iTek® Symbols PLATE LOCATION AND ORIENTATION 1 Va * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 Q 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of 0. truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko PANEL TM CLIP FORM018,019 MANG-winW NYDRDAIR® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. job russ russ Type ty y 13041479 DR1732D A13 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SH1 s ug 20 2owwi rek Industries, Inc. Fri Mar age A-0-p 6-9-14 13-0-0 17-8-0 22-4-0 1 27-0-0 33-2-2 40-0-0 41-0;0 1-0-0 6-9-14 6-2-2 4-8-0 4-8-0 4-8-0 6-2-2 6-9-14 1-0-0 Scale - 1:71.3 5x0 - 3x4 = 3x4 = 5x6 - 4 5 6 7 5.00 PT 3x4 i 3x4 3 8 2 9 1 lop b b 3x8 = 17 16 15 14 13 12 11 3x8 = 2x4 II 3x6 = 3x4 = 3x8 - 2x4 II 3x8 = 3x8 = 6-9-14 13-0-0 20-0-0 27-0-0 33-2-2 40-0-0 6-9-14 6-2-2 7-0-0 7-0-0 6-2-2 6-9-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) 0.35 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.52 14-16 >910 6CLL 0.0 Rep Stress Incr YES WS 0.61 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2=-154(load case 5) Max Uplift2=-1065(load case 4), 9=-896(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3810, 3-4=-3144, 4-5=-2923, 5-6=-3291, 6-7=-2923, 7-8=-3144, 8-9=-3810, 9-10-14 BOT CHORD 2-17=3483, 16-17=3483, 15-16=3262, 14-15=3262, 13-14=3262, 12-13=3262, 11-12=3483, 9-11 =3483 WEBS 3-17=128, 3-16=-640, 4-16=807, 5-16=-532, 5-14=75, 6-14=75, 6-12=-532, 7-12=807, 8-12=-640, 8-11 =128 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1065 lb uplift at joint 2 and CC 896 lb uplift at joint 9. `9iG 13 5) This truss has been designed with ANSI/TPI 1-1995 criteria. , 6) Truss Engineer: Junaidie Budiman, PE/145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. .• Q1IF/ L 'T;• 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard >k NO, 45161 STATE OF . S NA1. March 22,2002 A WARly G - Verjjy deafgn pamns0trins and READ (VOTES O1v TMS AND REVERSE SSE BEFORE USE. Design valid tot use only with Mllek connectors. this design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design patometers and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web member only. Additional temporary bracing to Insure stability during construction Is the responsibllty of the erector. AcidBlonot permanent brbcing of the overall structure is the iesponsibplty of the building designer. For general guidance regarding fabrication, quality control• storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification. and HIB•91 Handling Installing and Bracing Recommendation avaBable from Truss Plate Institute, 5W D'Onohlo Drive, Madison, Wl5371 V. M iTe k® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of a0 truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4000 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke O FORM018,019 HANG -NAIL ® #fMRO,A/R® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each cc joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mffek Holdings, Inc. Job russ I cuss I ype ty y 13041480 DR1732D A15 ROOF TRUSS 1 1 optional) AZCU-SPAN-T A, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 MiTekIndustries, Inc. Fri Mar age j-0-p 7-9.14 15-0-0 20-0-0 25-0-0 32-2-2 40-0-0 4)-0-0 1-0-0 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 1-0-0 Scale - 1:71. 5x8 = 5.00 FT 3x4 = 5x8 - 4 5 8 5x8 5x8 3 7 2 B 9 d1 b 3x8 c 13 12 11 10 3x8 - 2x4 II 5x8 = 5x8 = 2x4 II 7-9-14 15-0-0 25-0-0 32-2-2 40-0-0 7-9-14 7-2-2 10-0-0 7-2-2 7-9-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.65 11-12 >725 @CLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No. 1D 'Except' TOP CHORD Sheathed. 4-6 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 8 = 1951/0-8-0 Max Horz 2 =-174(load case 5) Max Uplift 2=-1045(load case 4), 8=-925(Ioad case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3712, 3-4=-2926, 4-5=-2706, 5-6=-2706, 6-7=-2926, 7-8=-3712, 8-9=14 BOT CHORD 2-13=3399, 12-13=3395, 11-12=2849, 10-11 =3395, 8-10=3399 WEBS 3-13=147, 3-12=-767, 4-12=677, 5-12=-231, 5-11 =-231, 6-11 =677, 7-11 =-767, 7-10=147 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 21 This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1045 lb uplift at joint 2 and 925 lb uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: BUDJunaidieBudiman, PE/l45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. L! D1 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard No.4.5161 0 . 6TATE OF March 22,2002 AWARN G - Ver ft design pammstem and READ NOTES ON 11M AND REVERSE SMS BEFORE USE. sno ® Design valid for use only with MBek connectors. Thb design Is based onty upon parameters shown, and Is for an IndMdual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for Wetal support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility or the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fobrkation, quality contioL storage, delivery, erection and bracing, consult OST-88 Ouattly Standard, DSB•80 Bracing Specification, and HIB•91 Handling Instatlinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohb Drive. Modhon, MUM. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13i. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each 17-1 C;? Q other. WEBS J5 3. Place plates on each face of truss at eachQb'*For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates from outside edge of V o_ d ' u at joint locations. truss and vertical web. d a o 4. Unless otherwise noted, locate chordsplices at / 4 length(+ 6" from u C, u panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM019, 019 GANG -NAIL MMAID,AW Job russ truss type ty y 13041481 DR1732D A17 ROOF TRUSS 1 1 optional) MiTek industries, Inc. 4.201 SR1 s Aug 20 ioni mi rek Industries, Inc. Fri Mar 22 age j-0-p 6.1.3 11-6-10 17-0-0 23-0-0 28-5-6 33-10.13 40-0-0 4a-0-.0 1-0-0 6-1-3 5-5-6 5-5-6 6-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale - 1:71.4 5x6 = 5x8 = 5.00 F1F 5 6 3x4 3x4 4 7 5x6 4 5x6 3 8 2 9 1 10- d 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x8 = 3x8 = 3x4 = 3x6 = 3x4 = 8-9-14 , 17-0-0 23-0-0 31-2-2 _ _ _ 40-0-0 8-9-14 8-2-2 6-0-0 8-2-2 8-9-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CST DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.29 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.51 11-13 >921 BCLL 0.0 Rep Stress Incr YES WB 0.71 HorzITL 0.17 9 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 208lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2 = 194(load case 4) Max Uplift 2=-1023(load case 4), 9=-951(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3806, 3-4=-3512, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3512, 8-9=-3806, 9-10=14 BOT CHORD 2-16 = 3475, 15-16 = 3028, 14-15 = 3028, 13-14 = 2494, 12-13 = 3028, 11-12 = 3028, 9-11 = 3475 WEBS 3-16=-316, 4-16=438, 4-14=-722, 5-14=613, 6-14=-0, 6-13=613, 7-13=-722, 7-11 =438, 8-11=-316 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1023 lb uplift at joint 2 and 951 Ile uplift at joint 9. 5) This truss has been designed with ANSIlrPI 1-1995 criteria. V 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. rC•• j j 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. v J GHQ Rr;• '?/ LOAD CASE(S) Standard :• No. 45161 STATE OF March 22,2002 A wAmwc; - ver j fy design pammrters and READ xoTEB ON Tffi8 AND RETZRSC SIDE BEFORE USE. Design valid for use only with MITek connectors. This design It based only upon parameters shown• and b for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown b for lateral support of indNldual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent briscing of the overall structure b the responsibility of the building designer. For general guldonce regarding fabrication, quality control. storage, delivery, election and bracing, consult OST-6B Quality Standard, DS6•89 Bracing Specification, and HIB-91 otlon available from Truss ate Institute, 583 D'Onofrb Drive, Madison, Wl53719. Handling Installing and Bracing RecommendPoole M iTek® Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 0 For 4 x 2 orientation, locate 3: plates 1/8" from outside edge of 0trussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko M p AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 MMRO,A/R ob russ I russ I ype ty y 13041482 DR1732D A19 ROOF TRUSS 1 1 optional) AZU07-SPAN-T 1, LONGWOOD, FL, MiTek Industries, Inc. s Aug 20 2001 MiTekIndustries, Inc. Fri Mar age 1-0-p 6-9-3 12-10-10 19-0-0 21-0-0. 27-1-6 33-2-13 40-0-0 41-0-0 1-0-0 6-9-3 6-1-6 6-1-6 2-0-0 6-1-6 6-1-6 6-9-3 1-0-0 Scale - 1:71.3 5xe = 5xe = 5 8 5.00 FIT 3x4 4 3x4 4 7 5xe i. 5x8 cc 3 8 2 9 1 10 d d 3x8 = 15 14 13 12 11 3x8 = 5x8 - 5xe = 3x4 = 3x4 - 3x8 = 9-9-14 19-0-0 ,21-0-0, 30-2-2 40-0-0 i 9-9-14 9-2-2 2-0-0 9-2-2 9-9-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.37 14-15 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-15 >827 SCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min 1/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (Ib/size 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2=214(load case 4) Max Uplift 2 = -999(load case 4), 9=-975(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 =-3939, 3-4 =-3579, 4-5 =-2575, 5-6 =-2304, 6-7 =-2575, 7-8 =-3579, 8-9 =-3939, 9-10 = 29 BOT CHORD 2-15=3523, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-15=-408, 4-15=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 999 lb uplift at joint 2 and 975 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LJ 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. +,....... rC( LOADCASE(S) Standard No. 45161 r AC O STATE 4F 0 R s aNAL ' March 22,2002 AWARIVING • Ver W deAgn pararrseterls and READ NOTES ON TWS AND REVERSE SME BEFORE USE. Design valld lot use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual buBding component to be Installed and boded vertically. AppllcabBlty of design parameters and proper Incorporation of component is tesponsiblBty of buBding designer - not truss designer. Bracing shown is for bterol-support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponslblllfy of the erectot. Additional permanent br>Scing of the overall structure is the tesponslbillty of the building designer. For general guidance tegatding fabrication, quality control, storage, delivery, erection and bracing, consult OST•88 Quality Standard, DSB•80 Bracing Specification, and HIB•91 Handling Installing and Bracing Recomrnendatlon ovallable from Truss Plate Institute. 583 D'Onohb Drive. Madison, WI5371 V. M iTe'k® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. o 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® O PANEL TM CLIP FORM018,019 GANG-iNAJL HYDRO,AIR® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. I rusS russ ype ty yJob 13041483 DR1732D , A2 ROOF TRUSS 2 1 optional) ArCU-9P7W-TT,-[01VGW0OD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries, Inc. Fri Mar age 1-0-p 7-2-8 13-9-0 20-0-0 31-6-9 27-5-6 33-4-13 40-0-0 4)-0-.0 1-0-0 7-2-8 6-6-8 6-3-0 1-6.0 5-11-6 5-11-6 6-7-3 1-0-0 Scale - 1:71. 5x6 = 5 3x4 II 5.00 ff:T 6 3x4 3x4 4 7 5x8 5x6 cc 3 17 18 6x8 —15 8 8x 1 6x6 = 2 9 dl1 19 1 d 502 = d 3x6 18 14 13 12 11 3x8 = 2.50 jTT 2x4 I I 2x4 II 5x8 = 2x4 II 13-4-0 8-2-0 6-11-0 13-9-0 19-0-0 , 21-6-0 , 27-5-6 33-4-13 40-0-0 6-11-0 6-10-0 5-3-0 2-6-0 5-11-6 5-11-6 6-7-3 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL) 0.16 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.20 2-19 >999 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.04 16 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 237 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 4-16 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 687/0-8-0, 16 = 2437/0-4-0, 9 = 821 /0-8-0 Max Horz 2 = 223(1oad case 4) Max Uplift2=-41511oad case 4, 16=-1061(load case 4), 9=-645(1oad case 5) Max Grav 2=693(load case 6), 16=2437(load case 1), 9=986(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1483, 3-4=29, 4-5-1883, 5-6-964, 6-7-882, 7-8=-487, 8-9=-1226, 9-10=29 BOT CHORD 2-19=1308, 18-19=-22, 16-17=-122, 15-16=-1059, 13-15=102, 6-15=-104, 13-14=0, 12-13=3, 11-12 = 1035, 9-11 - 1040 WEBS 3-19=-364, 5-16=-2080, 12-15=474, 7-15=-1114, 7-12=131, 8-12=-738, 8-11=151, 5-15=574, 17-18=53, 4-17=428, 3-17=-1298, 17-19=1517, 4-16=-1548 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer C Dbr/ should verify capacity of bearing surface. r iG 13XD4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 415 lb uplift at joint 2, 1061 lb 16 645 lb 9. \\\ uplift at joint and uplift at joint 'S1FfCq,. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. .G('. i;•• 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. No. 45161 LOAD CASE(S) Standard STATE of vS L March 22,2002 AWARNINo - verify design pamm tee and READ NOTES ON Tffi8 AND REVERSE SIDS BEIOR6 USE. Design valkl for use only with MlTek connectors. This design is based only upon parameters shown, and Is for an individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responslbNty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Addllbnal temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality confrot storage• delivery, erection and bracing. consull OST-88 Ouallty, Standard, 038-69 Bracing Specification. and HIS-91 Handling Installlna and Bracing Recommendation available lrom Truss Plate Institute. 593 D'Onohb Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format rotor to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko O FORM018.019 HMRO,AIR AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. Job I russ I russ I ype ty DR1732D A7 ROOF TRUSS 1 2 13041484 optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SRI s i kug 20 2001 MiTekIndustries, Inc. Fri Mar age 1-o-P 3-9-14 , 7-0-0 , 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 36-2-2 40-0-0 41-010 1-0-0 3-9-14 3-2-2 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 3-2-2 3-9-14 1-0-0 Scale 1:71.3 907.5 M1118= 9x17.5 MII18 = 4x8 = 7x8 = 4x8 = 2x4 II 5.00 4 19 20 5 21 22 23 24 25 726 27 288 29 30 9 2x4 C 2x4 3 10 2 tl p11 d Id 3x8 = 18 31 32 17 33 34 396 38 37 158 39 40 14 41 42 13 3x8 = 3x4 = 5x8 = 3x8 = 2x4 11 8x10 = 3x4 = 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 40-0-0 7-0-0 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 7-0-0 Plate Offsets e , LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) 1.22 15-16 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.99 Vert(TL) -1.01 15-16 >467 MI116 174/126 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.30 11 n/a bCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 440lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-6-4 oc puffins. 4-6 2 X 6 SYP SS, 6-9 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. BOT CHORD 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=3970/0-8-0, 11 =3970/0-8-0 Max Horz 2=-92(load case 5) Max Uplift 2 = -3822(load case 4), 11 =-3710(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2-29, 2-3=-8611, 3-4=-8850, 4-19=-12015, 19-20=-12016, 5-20 = -12018, 5-21--13878, 21-22=-13878, 22-23=-13878, 6-23=-13878, 6-24=-13878, 24-25=-13878, 7-25=-13878, 7-26=-12060, 26-27=-12060, 27-28=- 12060, 8-28=-12060, 8-29=-12063, 29-30=-12061, 9-30=-12059, 9-10=-8844, 10-11 =-8612, 11-12=29 BOT CHORD 2-18 = 7724, 18-31 = 8229, 31-32 = 8229, 17-32 = 8229, 17- 33=12016, 33-34=12016, 34-35 =12016, 16-35 = 12016, 16-36 =13795, 36-37=13795, 15-37 =13795, 15-38 =13795, 38-39 =13795, 39-40=13795, 14-40=13795, 14-41=8221, 41-42=8221, 13-42-8221, 11-13=7726 WEBS 3-18=520, 4-18=589, 4-17= 4324, 5-17=-1875, 5-16=2134, 6-16=-852, 7-16=95, 7-15=201, 7-14=-1988, 8- 14=-911, 9-14=4384, 9-13=586, 10-13=508 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not D exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The `DNE 13 lumber DOL increase is 1.33, and the plate grip increase is 1.33 ..... 3) Provide adequate drainage to prevent water ponding. ,. P F/ 4) All plates are M1120 plates unless otherwise indicated. i• 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3822 lb uplift at joint 2and3710lbupliftatjoint11 . 6) This truss has been designed with ANSI/rPI 1-1995 criteria. 7 N0. 45161 " 7) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top follows: 2 4 chords connected as X - 1 row at 0-9-0oc, 2 X 6 - 2 rows at 0-9-0 oc. r' Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 1 SYATE F Webs connected as follows: 2 X 4 - 1 row at 0-9- 0 oc. ( . a-. March 22,2002 A wm mro - Ver{& design pa,ansetem and RBAD 11Torss oN TR7sANDRBVBRs6sR)B BBFORB Us6. Design valid for use only with MITek eonneetots. This design is based only upon parameters shown• and is for on individual building component to be Installed and boded vettbalty. Applicability of design parameters and piopet Incotporatbn of component is responslblSfy of building designer - not huss deslgnet. Bracing shown is lot bteral support of Individual web members only. AddBbnal tempotory bracing to Insure stability duiing construction is the tesponslblllty of the eteetot. Additional permanent bilacing of the ovetall shucture is the iesponslbUlty of the building deslgnet. For genetal guidance tegaiding fabtkatbn, quality control• staage, delivery, erection and bracing, consult OST-Ell Quality Standard, DSB-a0 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation availablehorn Truss Rate institute, 583 D'Onohb Dilve, Madison, Wl53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Wl For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS C7 C] WEBS J5 0 0 U O a , UO a ce cY u BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401"" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke O Ill PANEL TM @ CLIP FORM018.019 MYDQO-AIR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. JOD russ I russ I ype ty 13041484 DR1732D A7 ROOF TRUSS 1 2 optional) t e n ustnes, Inc. 4.201 SR1 s Aug 20 2001 Mi Fek Industries, Inc. Fri Mar age NOTES (9) 8) Special hanger(s) or connections) required to support concentrated load(s) 159.51b down and 305.11b up at 7-0-0, 159.51b down and 305.11b up at 9-0-12, 159.51b down and 305.11b up at 11-0-12, 159.51b down and 305.11b up at 13-0-12, 159.51b down and 305.11b up at 15-0-12, 159.51b down and 305.11b up at 17-0-12, 159.51b down and 305.11b up at 19-0-12, 159.51b down and 305.11b up at 20-11-4, 159.51b down and 305.11b up at 22-11-4, 159.51b down and 305.11b up at 24-11-4, 159.51b down and 305.1lb up at 26-11-4, 159.51b down and 305.11b up at 28-11-4, and 159.51b down and 305.11b up at 30-11-4, and 159.51b down and 305.11b up at 33-0-0 on top chord, and 625.11b down and 577.61b up at 7-0-0, 46.01b down at 9-0-12, 46.01b down at 11-0-12, 46.0Ib down at 13-0-12, 46.01b down at 15-0-12, 46.Olb down at 17-0-12, 46.Olb down at 19-0-12, 46.0Ib down at 20-11-4, 46.0Ib down at 22-11-4, 46.Olb down at 24-11-4, 46.Olb down at 26-11-4, 46.Olb down at 28-11-4, and 46.Olb down at 30-11-4, and 625.11b down and 577.61b up at 32-11-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 9) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-9=-74.0, 9-12=-74.0, 2-11 =-20.0 Concentrated Loads (Ib) Vert: 4=-159.5 9=-159.5 18=-625.1 13=-625.1 19--159.5 20=-159.5 21 =-159.5 22=-159.5 23=-159.5 24--159.5 25=-159.5 26=-159.5 27=-159.5 28=-159.5 29=-159.5 30=-159.5 31 =-46.0 32=-46.0 33=-46.0 34=-46.0 35=-46.0 36=-46.0 37=-46.0 38=-46.0 39=-46.0 40=-46.0 41 =-46.0 42=-46.0 No. 451fi GC OF t R`i0* March 22,2002 AwmmmO - vertrg design parameters and READ NoraS ON rms AND RamR56 SWE BEFORE VW. Design valid for use only with MITek connectors. this design b based only upon parameters shown, and b for an IndMdual building component to be installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stablIlty during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull QST-88 Quality Standard, DSB-89 Bracing Specttbatlan, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrio Drive, Madison, WI53719. M iT@k® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both*sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each u a other. 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate k a ,, joint and embed fully. Avoid knots and wane plates/B" from outside edge of v a` 0 at joint locations. truss and vertical web. a 0 4. Unless otherwise noted, locate chords IlcesP at I /4 length(+ 6" from ca C? C6 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL iM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016.019 HMRO,AIRO Job russ I russ I ype ty y 13041485 DR1732D A9 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SR1 s Aug I rek Industries, Inc. Fri Mar age 1-0-2 4-9-14 9-0-0 14-6-0 20-0-0 25-6-0 31-0-0 35-2.2 40-0-0 4j-0,0 1-0-0 4-9-14 4-2-2 5-6-0 5-6-0 5-6-0 5-6-0 4-2-2 4-9-14 1-0.0 Scale - 1:71. 5x8 = 5x8 - 3x4 - 5x8 - 3x4 = 5.00 (rT 4 5 8 7 8 2x4 3 i2 0 114dt 3x8 = 17 18 15 14 13 12 3x8 - 3x8 - 4x8 = 3x4 - 3x4 = 4x6 - 3x8 - 9-0-0 16-4-0 23-8-0 31-0-0 40-0-0 9-0-0 7-4-0 7-4-0 7-4-0 9-0-0 Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in poc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.52 15 >907 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a SCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 = 1951/0-8-0, 10 =1951 /0-8-0 Max Harz 2 = 1 14(load case 4) Max Uplift2 = -1 096(load case 4), 10=-963(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10--3855, 10-11=14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure 8 ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1096 lb uplift at joint 2 and 963 lb uplift at joint 10. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. C p 6) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. `D11 13 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED.•,......•, LOAD CASE(S) Standard No. 45161 . r AC SPATE OF e vati A WARNING - VerW design paranseters and READ NOTES ON TffiS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MRek connectots. This design is based only upon parameters shown, and is for on Individual buBding component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is iesponslblUty of building deslgnet - not truss designer. Brocing shown is for bfetal support of Individual web member only. Additional temporary btoctng to kssure stability during construction is the responsibility of the erector. Additional permanent btbcing of the overall structure is the iesponslbBlty of the building designer. Foe general guidance regording fabrication, quality control, storage, delivery, etectbn and bracing, consult OST-88 Quality Standard, OSB-89 Bracing SpecIncatlon, and HIB•91 Handling Installlnq and Bracing Recommendation ova Babb from Truss Plate Institute, 583 D'Onohb DrNe, Madison, Wl53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 1'i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 O For 4 x 2 orientation, locate plates I/B"from outside edge of o truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke L 0 Z61 FORM016,019L ® NYDRO,AIR AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ I russ I ype ty y RHORTON 13041486 DR1732D AG1 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. s j kug 20 2001 Mi rek Industries, Inc. Fri Mar age j p 6-11-0 20-0-0 21-6-Q 27-5-6 33-4-13 40-0-0 4a-0;0 1-0-0 6-11-0 13-1-0 1-6-0 5-11-6 5-11-6 6-7-3 1-0-0 Scale . 1:71. 5x8 - 5 3x4 11 5.00 r1T 8 4x8 ir 4 3x4 7 5x8 3 II 5x8 c cc 3 1 18 1 i 8 x12 = Bx10 — 8x8 - 3 II 2 9 d1 1 19 UB it 10ja} d 5x8 = d 3x8 a 18 14 13 12 11 3x8 = 2.50 rfT 5x8 = 13.8.0 6-11-0 13-8-0 18-10-0 21-6-0 27-5-6 33-4-13 40-0-0 6-11-0 6-9-0 5-2-0 2-8-0 5-11-6 5-11-6 6-7-3 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.14 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.17 2-19 >934 DCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL 0.07 18 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl - 360 Weight: 307 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 4-10-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 685/0-8-0, 18 = 500/0-8-0, 16 =1809/0-8-0, 9 = 951 /0-8-0 Max Horz 2 = 223(load case 4) Max Uplift 2 = -413(load case 4), 18=-427(load case 4), 16=-739(load case 5), 9=-630(load case 5) Max Grav 2=694(load case 6), 18=768(load case 61, 16=1809(load case 1), 9=957(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1472, 3-4=353, 4-5=987, 5-6=96, 6-7=-141, 7-8=-813, 8-9=-1544, 9-10=29 BOT CHORD 2-19=1299, 18-19=-11, 17-18=-439, 4-17=-171, 16-17=-325, 15-16=-380, 13-15=104, 6-15= 127, 13-14=0, 12-13=9, 11-12=1325,9-11-1330 WEBS 3-19=-240, 17-19=1427, 3-17=-1559, 4-16=-512, 5-16=-1571, 5-15=826, 12-15=862, 7-15=-622, 7-12=-127, 8-12=-726, 8-11 =150 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 D 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek `Di 13 Standard Gable End Detail" .... C•• 4) All plates are 2x4 M1120 unless otherwise indicated. Q r '91;"•'/i51Gablestudsspacedat2-0-0 oc. .• G6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. t l 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint 2, 427 lb No. 45161upliftatjoint18, 739 lb uplift at joint 16 and 630 lb uplift at joint 9. 8) This truss has been designed with ANSI/TPI 1-1995 criteria. 9) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. rYATE OF e 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. Q (y VS yC0 ll LOAD CASE(S) Standard . O** GIZv L March 22,2002 A WARNING - VerW dertyn parafneten and READ NOTES ON THIS AND REI/ERSE SIDE BEFORE USE. Design valid for use only with Maek connectors. this design Is based only upon parameters shown, and Is for an Individual building component to be Installed and bailed vertically. Appacab®ty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stabmty during construction b the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quaBty control. storage, delivery, erection and bracing, consult CST-ba Quality Standard, DSO.89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendallon available from Truss Rate Institute, 593 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 7 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko 1`\\ // A o FORM018.019 HMRO,AiR® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ I cuss I ype ty y 13041487 DR1732D AG2 ROOF TRUSS 1 1 optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi Fek Industries, Inc. Fri Mar age 1-0-0, 6-11-0 15-10-3 20.6-0 z1-6-q 1-0-0 6-11-0 8-11-3 4-7-13 1-0-0 Scala 1:40.0 4x8 II 6 3x4 II 5 7 8 d 6x8 = 2x4 II 3x4 = ax8 5x6 2x4 4 II 3 5' 2x4 II x II x II 2 2x4 II 12 5x8 = 1 2x4 II 2x4 II 2x4 II 3x4 = 2.50 FiT 2x4 II 6-11.0 13-8-0 18-10-0 20-6-0 , 6-11-0 6-9-0 5-2-0 1-8-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in Iloc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.13 2-12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.16 2-12 >986 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.07 11 We 13CDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min Well = 360 Weight: 128 Ile LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-10 2 X 6 SYP No.2ND WEBS 1 Row at midpt 10-12, 4-10 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=707/0-8-0, 11 =912/0-8-0, 9=458/0-8-0 Max Horz 2=408(load case 4) Max Uplift2 = -353(load case 4), 11=-575(load case 4), 9=-331(load case 5) Max Grav 2=707(load case 1), 11=912(load case 1), 9=470(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1568, 3-4=-1392, 4-5=40, 5-6=252, 6-7=277, 7-8=33 BOT CHORD 2-12=1388, 11-12=-10, 10-11 =-850, 5-10=-241, 9-10=81, 7-9--205 WEBS 4-12=-265, 10-12=1510, 4-10=-1337, 6-10=-372, 6-9=-327 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/rPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. P/+'••. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 2, 575 lb uplift at joint 11 and 331 lb uplift at joint 9. : 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ' No. 451619) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 0 •S 'STATE OF: 44,0a1o NA1. March 22,2002 AWARNINO - Vert& d..tyn pamnsetei s and REM NOTES ON TMS AND RE VERSE SME SEMIM use. SEEN Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Instotted and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss Eldesigner. etocing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responslbmty of the buAding designee. For general guidance regarding tabi"llon, quality control, storage• delivery, election and bracing, consult OST-8a Quality Standard, OSS-80 Bracing Specification. and HIS -tat PlaHandlingInstallingandBracingRecommwWatlonavailablefromTruss te Institute, 593 D'Onoblo Drive, Madison, WI 53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION t'i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 a"4* For 0 4 x 2 orientation, locate L) plates/a" from outside edge of o truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko 0 FORM018.019MYDRO,AIRO AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. b russ truss type ty y 13041488 DR1732D BG ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SR1 s ug 20 2001 Milekn ustrtes, nc. rI ar age 1-0-01 5-8-6 10-9-0 15-9-10 21-6-0 22-6-Q 1-0-0 5-8-6 5-0-10 5-0-10 5-8-6 1-0-0 Scale - 1:39.4 4x6 4 2x4 11 2x4 II 5.00 riT 2x4 II 2x4 11 3x4 3x4 2x4 113 5 2x4 II 2x4 11 0 o 2x4 11 x II x II 0 2 171 171 171 171II 6 d1 7 3x6 = 31 32 33 10 34 35 369 37 38 8 39 40 41 3x6 = 2x4 11 2x4 11 2x4 II 2x4 II 2x4 II 3x8 = 2x4 II 2x4 11 7x8 = 2x4 II 2x4 II 5-8-6 10-9-0 15-9-10 21-6-0 5-8-6 5-0-10 5-0-10 5-8-6 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) 0.11 9-10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(TL) -0.17 8-9 >999 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.05 6 n/aCLL CDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min 1/defl = 360 Weight: 139 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-8 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1469/0-8-0, 6=1418/0-2-0 (input: 0-1-8) Max Horz 2=133(load case 4) Max Uplift 2=-821(load case 4), 6=-666(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=-2700, 3-4=-1875, 4-5=-1875, 5-6=-2769, 6-7=33 BOT CHORD 2-31 = 2407, 31-32 = 2407, 32-33 = 2407, 10-33 = 2407, 10-34 = 2407, 34-35 = 2407, 35-36 = 2407, 9-36 = 2407, 9-37 = 2488, 37-38 = 2488, 8-38 = 2488, 8-39 = 2488, 39-40 = 2488, 40-41 = 2488, 6-41 = 2488 WEBS 3-10 = 302, 3-9 = -817, 4-9 =1010, 5-9 - -906, 5-8 = 312 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail' 4) Gable studs spaced at 2-0-0 oc. 5) WARNING: Required bearing size at joint(s) 6 greater than input bearing size. __``,..•..... F/Q,q`•• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 821 lb uplift at joint 2 and V 666 lb uplift at joint 6. •'f yL ram•, 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 59.01b down and 28.81b up at 2-0-0, 66.61b * down and 46.51b up at 2-4-15, 66.61b down and 46.51b up at 4-4-15, 66.61b down and 46.51b up at 6-4-15, 66.61b ? No. 45161 down and 46.51b up at 8-4-15, 66.61b down and 46.51b up at 10-4-15, 66.61b down and 46.51b up at 12-4-15, 66.61b .a : down and 46.51b up at 14-4-15, 66.61b down and 46.51b up at 16-4-15, and 66.61b down and 46.51b up at 18-4-15, and 59.Olb down and 28.81b up at 19-6-0 on bottom chord. Design for unspecified connection(s) is delegated to the 0•s STATE OF .d building designer. 9) Truss Engineer: Junaidie Budiman, PE+Y45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.to10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. sA s•ar.s•••• Nay. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 March 22,2002 AWARMFD - v.(& design pamrnetem and RLAD NOTES 0N77M AND Ra1rCRS6 SIDE BEFORE EME. Design valid lot use only with MiTek connectors. this design Is based only upon patameters shown, and Is lot an Individual building component to be Installed and loaded vertloally. Applicability of design patameters and proper Incotpotatlon of component Is tesponslblltty of building deslgnet - not Russ deslgnet. Btacing shown b lot btetal support of Individual web members only. Additional tempofaq btacing to kuufe stabWfy duting construction Is the tesponslblIlty of the etectof. Additional petmonent bf1scing of the ovetall structure Is the fesponslblBty of the building designer. For general guidance tegarding fobtloatlon, qualify control, stofage, delivery, erection and bfocing, consult QST-8E Quality Standard, 031-89 Bracing Specification, and HIB•91 Handling Instolllna and Bracing Recommw4atlon available ffom Tfuss Plate Institute, 583 D'Onohlo Dflve, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13i. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 7 0 Q 0 For 4 x 2 orientation, locate plates I /B" from outside edge of a0trussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 40,10 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke FORM018,019 MYDRO.AIR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, WM TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job russ I russ I ype ty y 13041488 DR1732D BG ROOF TRUSS 1 1 optional) LONGWOOD, FL, MiTek industries, Inc. SR1 s Aug 20 2001 mitekIndustries, Inc. Fri Mar age LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4 =-74.0, 4-7=-74.0, 2-6 =-20.0 Concentrated Loads (lb) Vert: 31 =-59.0 32=-66.6 33=-66.6 34=-66.6 35=-66.6 36=-66.6 37=-66.6 38=-66.6 39=-66.6 40=-66.6 41 =-59.0 10 No. 45161 9 '. STATE OF0-0 4C Ri0• Iw March 22,2002 AWYARNWO - Verj/y design para+netem and READ NOTES ONTffi8 AND REVERSE SIDS BEPoRE USE. Design valid lot use only with MRek connector. This design is based only upon parameters shown, and is lot an IndWuol building component to be Installed and loaded vertically. Applicability of design patameter and propet Incotporatlon of component is tesponslblBty of building designet - not truss designer. Bracing shown is lot loteral support of Individual web member only. Additional temporary bracing to Insure stability during consituctlon is the iesponsibBlty of the erector. Addhioncl permanent bracing of the ovetall structure is the tesponsiblitty of the building designs. Fat genetal guidance tegaiding fabrication, quality control, stotage, delivery, etecllon and bracing, consult OST-BB Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Instotllnq and Bracing Recommendation ovallabb Truss Rhom ate Institute, 693 D'Onof io DtNe, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcaQ other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates/e" from outside edge of 0 o_ d ' at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords licesP at /4 length(+ 6" fromC, C panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM01 B4O19 MMRO,/UR ® Iob russ Truss Type ty I y 13041489 DR1732D CG ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SRI s ug l e n ustrres, nc. rr ar age 1-0-0 6-11-0 13-10-0 14-10-0 1-0-0 6-11-0 6-11-0 1-0-0 Scale = 1:27.1 4x6 = 3 2x4 II 2x4 II 5.00 FTY 8 2 2x4 II 5x6 = 2x4 II 4 777 5 padd 2.50 rTT 3x4 = 3x4 6-11-0 13-10-0 6-11-0 6-11-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.07 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.13 2-6 > 999 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.07 4 n/aCLL CDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 52 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 722/0-8-0, 4 = 722/0-8-0 Max Harz 2=-90(1oad case 5) Max Uplift2--391(load case 4), 4-391 (load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 12, 2-3=-1389, 3-4=-1389, 4-5 =12 BOT CHORD 2-6 =1293, 4-6 =1293 WEBS 3-6=659 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 51 Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. l rD6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 lb uplift at joint 2 and Dill G tJ , 391 lb uplift at joint 4. _ •..••••••..• 7) This truss has been designed with ANSI/TPI 1-1995 criteria. ' `Q1 F Q9.••• A_ 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. / G• 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. ••' P10. 45161 ' LOAD CASE(S) Standard o`. STATE of ss'o.S.V& A WAJtN]NO - Ver{ fj design parametem and READ NOTES ON TKIS AND JtBVZJtSE SWE BZMRZ VSE- Design valid lot use only with Mrfek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. AppOcablPty of design parameters and proper Incorporation of component b tesponslbillty of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stobltlty during consiructbn is the responslblllty of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, qualify control storage, delivery, erection and bracing, consull CST-58 Quality Standard, 0SB•89 Bracing Specification, and HIB-91 Handling tnstalllna and Bracing Recommendation available from Truss Plate institute, 593 D'Onofrb Drive, Madison, WI5371 V. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 7 0 Q 0 For 4 x 2 orientation, locate plates/a" from outside edge of o truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTeko AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 #fMRO.AIR Job russ truss type ty y 13041490 DR1732D J ROOF TRUSS 14 1 optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 mitekIndustries, Inc. Fri Mar age 1-0-0 7-0-0 1-0-0 7-0-0 9 Scale 1:18.7 5.00 rT2- 2 4 2x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0.24 1-2 > 69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Horz 2 = 221(load case 5) Max Uplift 3=-250(1oad case 5), 2=-168(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 75 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 3 and 168 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEt/45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard spit 13 c' No. 4.51fi1 0 °.• STATE OF V Sp` 0Rto March 22,2002 AwARMNo - Veryk design parameters and READ NoTEs ONTWS AND REVERSE SWE BAMRS USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbctng of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-BB Quality Standard, DSB-Btr Bracing Specification, and NIB-91 Handling Irutalllnn and Bracing Recommendation avaltbabfrom Truss Rate Institute. 5a3 D'Onofrb Drive, Madison, Wl53719. M iT k® Symbols PLATE LOCATION AND ORIENTATION 1'4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„y +/e' T For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS c2 c3 o WEBS J5 Q o_ Q O spy " U 0 a ce c7 u BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke ISO PANEL TM CLIP FORM018,019 HMRO,AIR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chard splices at r14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Wob I russ runs ype ty y 13041491 DR1732D J2 MONO TRUSS 9 1 optional) TONSWOOD, FL, I e n ustrdes,Inc. s ug i e n ustnes, Inc. Fri Mar age 1-0-0 2-0-0 1-0-0 2-0-0 2x4 II Scale 1:7. 3 5.00 2 L X 2x4 - 1 4 2x4 II 2-0-0 2-0-0 Plate sets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL 0.00 n/a BCDL 10.0 Code SBC/ANSI95 1st LC ILL Min I/defl = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=166/0-1-8, 4=87/0-1-8 Max Harz 2=90(load case 4) Max Uplift 2=-10811oad case 4, 4=-61(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-0, 3-4=-68 BOT CHORD 2-4=0 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI(TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 2 and 61 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE/145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. br iw7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. `Di LOAD CASE(S) Standard •:(,P IvrC'4j.'i kNo. 45161 b * dC,C R 1 0. S NA1. March 22,2002 AWARMNO - verW design panxnbeten and READ NOTES ON Ti1US AND REVERSE SME BEFORE [/SE. Design volld for use only with MiTek connectors. This design Is based only upon parameters shown• and If for an individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorpwalbn of component b responsibility of building designer - not truss designer. Bracing shown Is fo14oletal support of Individual web members only. Additional temporary bracing to Insure stabltlty during condructbn Is the responsibility of the erectot. Additional permanent brbetng of the overall structure Is the tesponsibillty of the building designer. For general guidance regarding fabrication, quality control• storage, delivery, erection and bracing, consult OST•88 Quality Standard, DSB•89 Bracing Specification, and HIB•91 Handling Installing and Bracing Recommendation available from Truss Plate Instltute, 5B3 D'Onofrb Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS C3 2. Cut members to bear tightly against each Cz other, O cc3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of 0 a y u O at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at /4 length(+ 6" from Cl panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and Mrrek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeko engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,010 mNo-watt 0 NMRO,A/R0 DR I IR1732DKROOFTRUSS4 1 1. 13041492 2x4 = 5-0-0 Scale - 1:1 LOADING (psf) SPACING 2-0-0 CS' DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) 0.08 1-2 >210 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 17 lb LUMBER TOP CHORD 2 X 4 SYP N0.2D BOT CHORD 2 X 4 SYP No.2D REACTIONS (lb/size) 3 = 155/Mechanical, 2 = 335/0-8-0, 4 = 46/Mechanical Max Harz 2 = 161(load case 5) Max Uplift 3=-174(load case 5), 2=-152(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 BRACING TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 152 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASEIS) Standard G`; i I Cgrct` .? No. 45161 AO-"'* STATE OF •r y 0R10, March 22,2002 A& WARMNO - Vor j& design pammsctR and READ NOTES ON TWS AND REVERSE SIDL BEPORa US3- Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on Indkiduol building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing drown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consuB CST -Ea Quality Standard, OSS-89 Bracing Specification, and HIS•91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Ononb DrNe, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 113A *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1 J2 J3 J4 TOP CHORDS owner and all other interested parties.. Q 2, Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates I/s" from outside edge of 0 a O V at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords licesP I14uC, c6 o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 11 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018.019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR O QW40-Hain 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N 19! 0 MiTeke OfMRO,AW TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. DR1732D L I ROOF TRUSS 4 1 1 1 13041493 Scale - 1 t 2x4 = 3-0-0 3-0-0 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code SBC/ANSI95 CSI TC 0.11 BC 0.03 WB 0.00 Matrix) DEFL in floc) I/defl Vert(LL) n/a - n/a Vert(TL) 0.01 1 > 999 Horz(TL) -0.00 3 n/a 1st LC LL Min I/defl = 360 PLATES GRIP M1120 249/190 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 69/Mechanical, 2=253/0-8-0, 4 = 26/Mechanical Max Horz 2 = 101(load case 5) Max Uplift3 = -97(load case 5), 2=-144(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 IT above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 3 and 144 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard p,E BUD No. 45161 yo : * ' rYATE OF ,rJ' 4 cS•. L0R l'Dt 'e, § March 22,2002 A WARNDyO - Vert]& design parameters and READ NOTES ON 7WS AND RBVERSE SIDE BEROR6 USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vert"lly. AppOcabmty of design parameters and proper Incorporation of component Is responslblSfy of building designer - not truss deslgnet. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponslb011y of the erector. Additional permanent brbcing of the overall shucture Is the tesponslbliBy, of the building designer. For general guidance tegatding fabrication, quality conttot storage, delivery, erection and bracing, consul OST-„ Quality Standard, OSS•89 Bracing Specification, and HIB-91 M iTek® Handling Installlnq and Bracing BecornmerWallon avallable from Truss Plate Institute, 583 D'Onohlo Drive, Madison, WI5371 V. Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 plates IA" from outside edge of a0 truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, WWI AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. " 1993 Mitek Holdings, Inc. r FORM018.019 -nnn HYDRD,AIIR® Job russ truss type ty y 13041494 DR1732D , M ROOF TRUSS 8 1 optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi 'ek Industries, Inc. Fri Mar age 1-0-0 1-0-0 1-0-0 1-0-0 3 Scale = 1:5.3 5.00 ITT 2 4 t 2x4 - 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz 2=53(load case 4) Max Uplift3=-25(load case 5), 2=-138(load case 4) Max Grav 3 = 31(load case 4), 2 = 177(load case 1), 4 = 9(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 138 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard Dt By,O NO, 4.5161 ,k aR,o JUA1. March 22,2002 A WARNING - Ver jfy design par zmecte t and R&W NOTES ON TWS AND R6VERSd SME BEFORE UM. Design valid lot use only with MITek connectors. This design is based only upon parameters shown, and is for an IndWuot bu0ding component to be Installed and boded vertically. Applicability of design parameters and ptopei Incorpaatbn of component is tesponsiblsty of bustling designer - not truss designer. Stating shown is for loteial support of Individual web membets only. Additional temporary bracing to Insure stability during construction is the tesponsiblllty of the erector. Additional permanent bAecing of the overall shuctuie is the responslbsity of the building designer. For general guidance tegotding fobrbatbn, quality control. storage, delivery, erection and bracing, consult QST-„ Quality Standard, D311-89 Bracing Specification, and.HlS-91 Handling Installlna and IsrocingRecommondatlonavailable om Truss Plate Institute, 593 D'Onottb Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 1'/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of CL truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401:11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTek® O FORM018,019 G A M-MAM #"RO,A1R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. V Job I russ truss type ty y 13041495 DR1732D , S ROOF TRUSS 2 1 optional) FC,-MiTek Industries, nc. s Aug 20 2001 Mi rek Industrie—s-,I—nc. Fri Mar age 1-5-0 5-3-5 9-10-13 1-5-0 5-3-5 4-7-8 Scale = 1:18.9 4 9 3.54 FIT 3x4 3 8 2 10 11 7 12 8 5 2x4 II 3x4 = 2x4 = 5-3-5 9-10-13 5-3-5 4-7-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-11-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4 = 189/Mechanical, 2=635/0-11-5, 5 = 398/Mechanical Max Horz 2=218(load case 2) Max Uplift4 = -243(load case 3), 2=-536(load case 2), 5=-354(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-8=-1100, 3-8=-1003, 3-9=-88, 4-9=44 BOT CHORD 2-10=1002, 10-11 =1002, 7-11 =1002, 7-12=1002, 6-12=1002, 5-6=0 WEBS 3-7=187, 3-6=-1070 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 4, 536 lb uplift at joint 2 and 354 lb uplift at joint 5. 4) This truss has been designed with ANSI/fPI 1-1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 150.01b up at 4-3-11, and 161.71b down and 395.31b up at 7-1-10 on top chord, and 21.61b up at 1-5-12, and 12.11b down at 4-3-11, and 52.1lb down at 7-1-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) Truss Engineer: Junaidie Budiman, PE/145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. 13 zpiV LOAD CASE(S) Standard V :'Fl q.'.,"i" 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 2-5=-20.0 * Concentrated Loads (lb) No. 45161 Vert: 8=10.1 9=-161.7 10=21.6 11 =-12.1 12=-52.1 ..0 : * C STATE OF 00 QWAMMO - v-W design pasalnetem and RLAD xoraS ON TRW AND REVERM SME BZ"JW USE. Design valid tot use only with MITek connectors. This design Is based only upon parameter shown, and b for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component b iesponsaNBty of buWlrp designer • not truss deslgnet. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent btbcing of the overall structure b the responsibility of the building designer. For general guidance tegording lobrkatlon, quality control, storage, deBvery, election and bracing, consull OST•88 Quality Standard, 038.89 Bracing Spoieftatlon, and HIB•91 M iTek® Recommendation available from Truss Institute. 583 D'Onohlo Drive, Madison. WI53719. Handling Installing and Bracing RePlate Symbols PLATE LOCATION AND ORIENTATION t'/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A., 8 , 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension Is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a. 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 CAHo-wan ® ffMRO,AUR® s russ truss type ty yJob 13041496 DR1732D , S1 MONO TRUSS 2 1 optional) MiTek Industries, Inc. 4.201 SH 1 s kug 20 2001 mi rek lndustrie—s-nc. rl ar age 1-5-0 2-9-15 1-5-0 2-9-15 2x4 II Scale 1:7.3 3 3.54 rfF 2 L X 3x6 0 1 5 4 2x4 II 2-9-15 2-9-15 Plate Offsets LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) 0.02 1 > 999 J3CLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=258/0-1-8, 4=79/0-1-8 Max Horz 2 = 91(load case 2) Max Uplift2=-1950oad case 2), 4=-45(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-38, 3-4=-64 BOT CHORD 2-5=-0, 4-5=-0 NOTES (7) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 2 and 45 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 21.61b up at 1-5-12 on bottom chord. Design byrfforunspecifiedconnection(s) is delegated to the building designer. Di p 71 Truss Engineer: Junaidie Budiman, PE/145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.` u 8) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. P(F/L+A LOAD CASE(S) Standard r * 1) Regular: Lumber Increase-1.33, Plate Increase=1.33 i0.4.516 " Uniform Loads (plf) Vert: 2-4 = -20.0, 1-3=-74.0 Concentrated Loads IIb) ASS r1'ATE OF f0Vert: 5=21.6 vV.`SC7 /`V ONA1. March 22,2002 A WARMNO - VerW design parameters and READ NOTES ON 7B75 AND REVERSE SIDE BEFORE USE. Design valid tot use only wllh Mites connectors. This design is based only upon parameters shown, and is for on individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is tesponsiblitty of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponsibBlty of the erector. Additional permanent bracing of the overall structure is the tesponslbmty of the building designer. roe general guidance regarding fabrication, quality control storage, delivery, election and bracing, consult OST-„ Quality Standard. DSB•89 Bracing Specification, and HIB•91 from Truss Institute, 583 D'Onofrio Drive, Madison. WI53719. Handling Installing and Bracing Recommen datlon ovaUabie Plate M iTek® Symbols PLATE LOCATION AND ORIENTATION 0110, t 3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate plates 1 /8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 r. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJO14T FARTHEST TO THE LEFT. MRek/Gang-Nall Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension Is the width CONNECTOR PLATE CODE APPROVAL: 4 X 4 perpendicular to slots. Second dimension Is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40eo continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. s 1993 Mitek Holdings, Inc. FORM018,010 0APJG-wniL ® HMR0-AIR® 40-0-0 M/000T, 0, C.? L M L K K A7 9-4-0 BRG, A9 A11 A13 A15 A17 A19 A A A A A A A A A A A A 14-0-0 FL T A2 i AG2 VOL, CLG_ 7 -=--- AGI r B CG BGAB 14-0-0 BRG, IN ENTRY 41WE r I 1 r 10: ALL BEARING WALLS TO BE PLACED J. L 1 PLY HGR. I C T] ( E ! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. 10. 6 2 PLY HGR. ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI WALLS SHOWN ARE TO BE BEARING..— _ J 3 PLY HGR. LSIGNED APPROVAL• X JOB NUMBER: DR1732FotL •D. DATE: 7-5-01 PITCH: ABRGBLOCK LOAD:SHINGLES CCU SPAN CUSTOMER: D.R. HORTON 6' 40AotZ p •g,L/H: 12 7- 321-1440 BY: T.H JOB NAME: 1732 "F" ELEV. • ATE : ' gyp b.—NOF 5 Ari m' 4 5. a 4k jcXAj