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HomeMy WebLinkAbout285 Clydesdale CirSUBDIVISION PERNUT DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE CERTIFICATE OF OCCUPANCY / COMPLETION This'is to certify that the building located at 285 CLYDESDALE CIR for which permit 03-00002001 has heretofore been issued on 6/06/03 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 1'�L�uJ S�,r� complies with all the building, plumbing, electrical, zoningq 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: _ 2 Finaled �3 t0- ©�, ' ju ZONING: Inspected UTILITIES: Water Lines In k0.271,3j Ok(_ IY Meter Set Reclaimed Water ENGINEERING: FIRE: Inspected Sewer Lines I Sewer Tap Street Drainage Paved Maintenance fly Bond PUBLIC WORKS: Street Name Street Signs 10 A C)V__ Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE PRRq PAT1) DATE APPROVAL DATE AMOUNT 6/23/03 20.00 7/15/03 20.00 6/10/03 10.00 7/28/03 10.00 6/13/03 10.00 6/10/03 10.00 6/10/03 59.27 6/10/03 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION .This is to certify that the building located at 285 CLYDESDALE CIR for which permit 03-00002001 has heretofore been issued on 6/06/03 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 6/10/03 6/10/03 6/10/03 6/10/03 6/10/03 6/10/03 6/10/03 6/10/03 279.61 91.93 17.34 847.00 17.34 1384.00 650.00 1700.00 46n -VV�' ( 0, T7 OWNER BUILDING OFFICIAL /),6ATg 3� .� 'ill CERTIFCATE OF OCCUPANCt4�j:)�' REQUEST FOR FINAL INSPECTIQly **** SINGLE FAMILY RESIDENCE***�=- DATE: �0 a-S _0S u W �{ E PERMIT ADDRESS: A CONTRACTOR: =, R 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 7 Public orks tilities /Py ❑ Fire ❑ Zoning ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: 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. ngineering ❑Public Works Utilities (" (; 5�✓L7 ❑Fire ❑Zoning ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) V CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: \ \ R PHONE #: yy') - 8 � a - � ��8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering ❑Fire _ 14`ublic Works PSY&WIM6 ` J � � oning _ -] Utilities ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY E O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E a ELEVATIC CE�'4TIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION Forinsurance Company 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 NAIL Number ` 285 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 41, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, 9 necessary.) RESIDENTIAL LATITUDEJLONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): or ##.#####1 ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY.NAME 83, STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL IB9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVErREVISED DATE 88. FLOOD ZONE(S) (Zone AD, use depth of flooding) 1202890045 E 4/17K35 4117/95 X 24.6 b ru. rnoicate the source or me base mood tlevation (bi-t) data or base Hood depth entered in 139. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ElNAVD 1988 ElOther (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 I (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, AR/A, ARAE, ARIAII A30, AR/AH, AR/AO 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 8, 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 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) 42. 8 ft.(m) o b) Top of next higher floor 52.3 ft.(m)co o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o d) Attached garage (top of slab) 42. 3 ft.(m) E 1 o e) Lowest elevation of machinery and/or equipment W ca servicing the building (Describe in a Comments area) 42.6 ft.(m) a o f) Lowest adjacent (finished) grade (LAG) 41.2 ft.(m) z L. o g) Highest adjacent (finished) grade (HAG) 42. 4 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. cm) SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a )and surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. 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 ST E E.18 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 10/21/03 (407) 426-7979 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 Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 285 CLYDESDALE CIRCLE & •. • "" CITY STATE "►- ZIP CODE Company NAIC Numbet SANFORD FL 32T73 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A /C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), 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. Ell. Building Diagram Number _(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.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, K available). E3. For Building Diagrams 6-6 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ 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 floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued 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 AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS DATE STATE ZIP CODE TELEPHONE ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate, Complete the applicable item(s) and sign below. 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 completed Section E for a building located in Zone A (without a FEMA4ssued or oommunity4ssued BFE) or Zone A0. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED T G7. This permit has been issued for. ❑ 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 TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT0FP,SURVEY DESCRIPTION: (AS FURNISHED) LOT 41,' BAKERS CROSSING PHASE 21 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). TRACT A CLYDESDALE CIRCLE 1" = 30' GRAPHIC SCALE 50' RIGHT-OF-WAY R'250004" 6 15 30 O=8�36'48" A_ N89'1T34"W 501.16' - --�-- h 75.48' CB_NBp. C=75.,;,. 47"µ, R=225.00' PT / -�-�-- W!PC L=33.82' CENTERLINE OF_////' rlo FND "X" CUT-\Q CB=S84'59'10"E RIGHT-OF-WAY S89*17,34„E 01N IN S/W DRIVE LJ V C=33.79' 16.30' z, WALK IS O 5' OFF PT WALK IS 1.5' OFF ',�.'. :..°4'f,5;l,W:,.':�: .:=:•.:..... 10' UTILITY EASEMENT 16 0 ;.I .. N Qz_ .-CONCRETE' "-0RIVEWAY::: 3' C W COVERED . - ENTRY - t Lil (b N o %o TWO STORY CONCRETE BLOCK Lo c; N "1 a & WOOD FRAME RESIDENCE o N-' DO CV .� FINISH FLOOR .ELEVATION=42.83 S "m O �Z LOT 40 LOT 42 z o0z '- 40.0' - 5.0' 'PAT10:�.,'� s.0, 0 LOT 41 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA LOUIS SANFORD III AND GEORGIANNA SANFORD CH MORTGAGE COMPANY, I , LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 10-20-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I IIAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND TIME SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. - BEARINGS SHOWN HEREON ARE BASED ON TIME WESTERLY LINE OF LOT 41 AS BEING N00'42'26" E PER PLAT. (FIELD DATE:) 6-10-03 SCALE: 1 = 30 FEET APPROVED BY; SJ JOB NO. ASM41018 DRAWN BY: 1 REVISED: 10-20-03 CKB DESCRIPTION B-18-03 JI. & BOUNDS 05/06/03 SDO PLAN 3-26-03 SOO ---__ _ 5 ENVIR�rRoL �q�,i'VV<0.401---------- LOT 35 I 1 ---- LOT 36 LOT 37 1 1 BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LEGEND FND 1/2"IRON ROD AND CAP — BUILDING SETBACK LINE LB #6393 (10/20/03) - - CENTERLINE Q FND NAIL AND DISC - LB #6393 (10/20/03) — — RIGHT OF WAY LINE ' 4_ - EXISTING ELEVATION ® FND 2IRON ROD NO ID/(10/ 0/03) O : CONCRETE CNA CORNER NOT ACCESSIBLE 0 DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR - PRM PERMANENT REFERENCE MONUMENT C.B. PC DENOTES CHORD BEARING DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION (P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE (M) MEASURED - PT DENOTES POINT OF TANGENCY FND FOUND TYP TYPICAL . C/W CONCRETE WALK } A/C CONDITIONER S/W SIDEWALK CBW -AIR CONCRETE BLOCK WALL CP CS CONCRETE PAD CONCRETE SLAB - RP RADIUS POINT C CHORD LENGTH CHU OVERHEAD UTILITY LINE . PK PARKER KALON ID IDENTIFICATION R RADIUS POL POINT ON LINE POC POINT OF CURVE PCC POINT OF COMPOUND CURVE AMERICAN SURVEYING 8c MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBQ6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA . 32801- (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA 1V-b'D 3 1.1021ii1:�Jnfilm ►ill WILLIAM R. MUSCATELLO JR. PSM#41928 DA CITY OF SANFORD PERMIT APPLICATION ZZ 5cl - Zoning: Value of Work: D te: $ 6115-6 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service- # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential — Non -Residential Replacement — New (Duct Layout & Energy CaIc. Required) t,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: A` Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel (Attach Proof of Ownership & Legal Description) ID- C Owners Name & Address Phone: ADVANTAGE PLUMBING J Contractor Name & Address: INC P.G. BOX 620027 -State License Number: OVIEE) vmlum 1Z/bZ-U027 Phone & Fax: ga 4. Contact Person: (404 366.3g Phone: Bonding Company: Address: tl Mortgage Lender: Address: Architect/Engineer: Phone: J Address: Fax: Applicationis herebymade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all, laws regulating construction in this jurisdiction. I understand that a separate permit must, be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. . Acceptance of permit is verification that I will notify the owner of the property of the requirement§,'bf oridLaw, FS 713. If /03 Signature of Owner/Agent Date Signature of Con't—ra—cro-r7Agent bate At 4f JlWj liw Print Owner/Agent's Name Print Contractor/Agent's Name ryll_�� Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date MARTHA Y. HALL My COMMISSION # CC 875840 Owner/Agent is Personally Known to Me or Contractor/Agent is >cperson I MPPIRES: February 1, 2!J004 rw�,2 t �s. Produced ID Produded I D Bonded Thru Notary Public Underwriters APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (initial & Date) (Initial & Date) (Initial & Date) Special Conditions: June 9, 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.G �:) - o 0ZA for the following work: Construction of a SFR on Lot 41, Bakers Crossing Phase 2, 285 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 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. WITNESSES: Signature Patricia Coulton Printed/ Typed Name i Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE (Owner) Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 6th day of June, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is personally known torewho produced their Florida State Identification. _kff TARY SEAL RICIA COULTONENP7LIC STATE OF FLORIDASSION NO. DD134W13510 FX?' IuLY 26,2006 Notary Signature Notary Stamp 6250 Hazeltine National Drive - Suite 102 - Orlando, Florida 32822 0 (407) 857-9101 - Fax (407) 857-9228 r,aE� 6L4W gF C1U/IT COURT '35M101 WWTY BK 04849 PG 1300 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.: 102 Orlando, Florida 32822 NOTICE OF COMMENCEMENT (Prepare in duplicate) CLERK'S # 2003094266 RECORDED 06/04/2903 1@110106 AM RECORDING FEES 6.00 RECORDED BY L McKinley G041FIED COPY MARYANNE MORSE CLERK OF CIRCUIT COURT SEMIN =CJTRX DA 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) 17, 18, 36, 37,40, 41 & 47 Bakers Crossing Phase 2 Plat Book , Page(s) 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 #: 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 #: , Public Records of Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(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 in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. H o�, Inc. 0 by: o ert . aw on, ssistant 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 Secretary of D.R. Horton, Inc., a e aware Corporation, on behalt � the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid Ot FICIAL MyrARYSEAL PATRY _IA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 L.MY COi tP tI3 +OPJ EXP. JULY 26,2006 Notary Seal 0 -- COUNTY OF S[ ~ ' IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 1O3.... 75497 �� � -- --+---_ DUILDIN8 PERMIT (CITY) COUNTY NUMBER: UNIT ADDRESS: --------------------------------------- TRAFFIC ZON[x JURISDICTION: 06 CITY-OF-SANFORD--_--_---- SEC: TWP: RNG: PARCEL: SUBDIVISIONx _------------------ TRACT: -------_^-----------�/ PLAT BOOK: PLAT BOOK PAGE: BL�CK: LOT: -�/__ - ` -7f-^-'.... ... ... ... ... ... ----- ADDRESS : r-/ 7^�-� l�.-------_- APPLICANT NAME: ADDRESS:: I LAND USE CATEGORY: 001 - Single Family Detached House TYPE US[: Residential ' ' WORK DESCRIPTION: Single Family House: Detached - Construction ________________________________________________________________________________ FE[ BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS � ________________________________________________________________________________ ROADS� - -ARTERIALS CO -WIDE 8 dwl unit $ 705.00 1 $ 705.0O 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 $ 1,384.00 AMOUNT DUE '' $ 2,285.00 RECEIVED STATEMENT /~ BY: _C=_��/��.7�/U SIGNATURE: (PLEASE PRINT NAME) DATE: //� /\��..... NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY ' **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. P[RSONS AR.:: ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 QqUENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NO* TER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST�[Xl CkIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST''FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOY' LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT******************** '`- � ` CITY OF SANFORD PERMIT APPLICATION / Permit # : � � ^ \ 12�Date: d� _�� nr Job Address: _� C�='"''� �t� Description of Work: 'ry Historic District: Zoning: Value of Work: $ Permit Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Tempor2ry 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 W ter Closets Plumbing Repair - Residential or }C-ommercial Occupancy Type: Residential Y Commercial Industrial Total Square Footage� 7""-(" : =�y � Construction Type: il' # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: _ �J Address: Mortgage Lender: _NQ Address: Architect//,T kEnngineer: A__- Address:410(P, L (Attach Proof of Ownership & Legal Description) Phone: AC4 BsC C)�0 .�t �2G Sta�te}L,i/censeNumber:lh� ' 6 Contact Person: �, ,"�1 ti Phone: Phone: `N Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable l.alm, regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this countyjan may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptancerm' iv rifi ation It I will notify the owner of the property of the re Creme is of Florida Lien Law, 3 Signature of Owner/Agen Date Signature Contracjto�r/Agent Date Print 0_ /Agents Name Print Con for/A ent's me of PATRICIA COULTON NOTARY PUBLIC SPATE OF FLORIDA Owner/Agent is /er onall,QW �§QNN0, DD134330 Produced ID MY COMMISSION _EXP. JULY26,2006 APPLICATION APPROVED BY: Bldg: al & Special Conditions: Zoning: Signature of N Contractor/Ag, Producec (Initial & Date) PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 Utilities: I-D: (Initial & Date) (Initial & Daic � UD y � D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST �2 LOT # /- 1 SUBDIVISION: BAKERS CROSSING 2 sq-qbR, ADDRESS 3a4 � BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 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 U6CRrm,�- J CITY OF SANFGRD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT Two 2 recent boundary and building location surveys showing t tbacks s) ❑ 1. ( ) from all structures to property lines for permit for structure ❑ 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a, r sizes for all bearing walls. Provide side view details Foundation plan Indicating footc of these footers with reinforcement bar replacement. b. Floor plan Indicating Interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish door elevation height as per City Engineering Department or subdivision plat. 0 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. ❑ e, 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. ❑ g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: i S.F. Garages/Carports — S.F. Porch(s)/Entry(s) Patio(s) S.F. Conditioned structure Total (Gross Area) Cl 3; Three (3) sets 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: ❑ a. 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 B1vd,Sanford, FI (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 5. Lintel- tie beadns - 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. Electricalfinal, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE (By OwnerAthorize ent) CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 FAX # (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL N`tA'ME)` •,, MAIDEN NAME NAME -DR_ t- Qcc on .fit tC SERVICE ADDRESS MAILING ADDRESS TURN ON DATE c, t tzci_e� t'LP �Q ��LIP �7.53ZZ SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE. COMMERCIAL WORK# q--f35:�-q t� �vLrat- � HOME# OWNER OF PROPERTY n,K. ROY}Z�YI �C. 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 DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDE PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BE WHEN TRANSFERRING MY DEPOSIT TO ANOT C T-WR:� I UNDERSTAND THAT NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE. SIGNED; DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL $ DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE Y Limited Power Of Attorney I hearby name and appoint: Craig Coulton and Ra� each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and The Building Dept. of: C � 0� Ea� ly t rA i 1ton For a residential permit for work to be performed at: Lot # : 4I p - a Subdivision: V)akus Ctoss,(h Address: { u�4pe7,5oA, ,arzu 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 instr `net was acknowledged before me this: Date: 0� By: Richard B. Ladd ( Contractor ) Who is personal) kn n to me. ���AItY SF,AL State of FXorida County Of Orang LNOTARY PATRICIA COULTON PUBLIC STATEOF FLORIDAMMISSION NO. DD134330MMISSION EXP• ULY 26'2Q(N' ry Public Signature Notary Seal Q 9 Sentricon*' Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name Address City/State/Zip aLLl . O, 1�51 32�2Z Phone & Email Quarterly Payment Amount Rt74-0 (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 City/State/Zip Phone & Email INSTALLATION ADDRESS: _ � Cry D o - ACC Gt1zGC-07 SAkA --DEL SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: �Kq`T' DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant 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 at 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. � Apex Representative Signature Date eustGer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all 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 4, 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 bait; 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 Sentricon Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions of this agreement for er quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or under the area(s) batted. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insect infestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY Customer expressly waives and releases any claims in .any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economc i, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in event shall Apex be 11able for any amount greater that amount paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)lt 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 treatment may have and (2)it Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy or sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the odify the components in any way, other than the right to their use as Components, and the Purchaser may not alter, remove, or m installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disspposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* 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 relation shlp(note: Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. 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 will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of . the Components; and; (2)elther 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) identified 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 term►ticlde 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 batting 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. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part 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. PAYMENT/DEFAULT. 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 fulfilling Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuellor materials, strikes, 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; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; (3)termlte 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 for commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all th( 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 seq. The 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 arbitrators 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 arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( 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 obligated to perform under this Agreement if the Customer allows Apex access to the Identifie Property for any purpose contemplated by this Agreement, including but not limited to re -inspection, whether the inspection was requestc 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 transfer fee payable to Apex within (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 Faulkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407459-2847 407-858-0540 813-221.2847 800-929-2847 888-764-2847 877.459-2847 PLOT PLAN �? DESCRIPTION: A PARCiE*'OF �EAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORb;"SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE �'T,HE NORTHWEST CORNER OF LOT 26, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 THROUGH' 29; THENCE RUN S89`17'34"E A DISTANCE OF 459.46 FEET; THENCE RUN S88'45'42"E A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING; THENCE RUN N00'42'26"E A DISTANCE OF 110.46 FEET; THENCE R%61\1 S89'17'34"E A DISTANCE OF 16.30 FEET TO A POINT ON A TANGENT CURVE; SAID CURVE BEING CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 225.00 FEET, A CENTRAL ANGLE OF 8'36'48", A CHORD BEARING AND DISTANCE OF S84'59'10"E - 33.79 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE 33.82 FEET; THENCE RUN S00'42'26"W A DISTANCE OF 114.28 FEET; THENCE RUN N82'03'00"W A DISTANCE OF 50.40 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES f. Oi�= 8'36' 48" AA R=225.00' PT L= 33.82' CB=S84'59'10"E C=33.79' LOT 41 CONTAINS 5653 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 527 SO. FT. t TOTAL SOD 3019 SO. FT. t TRACT A UNNAMED ROADWAY 50' RIGHT-OF-WAY N89'17'34"W 501.18' wl 1 CENTERLINE OF_/ Nlo RIGHT-OF-WAY S89'17'34"E - 01" _16.30' Z NOTE: ~ WE DO NOT ACCEPT RESPONSIBILITY FOR PROPOSED ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED LOT 42 w PLAT THIS PLOT PLAt ,IS ® DSL B ELEVATION N MUST BE 16" �- ROWN OF ADJACENT ROAD UNLESS OTHERWISE APPROVED POINT OF COMMENCEMENTI BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' M L W: 50' PREPARED FOR: D.R. HORTON 4=1717'34" R' 250.0p L= 75.45. C-75 80 J8'47"W �Q PT O 40.00' /C o o w N N I PROPOSED O MODEL 2879 O FINISHED FLOOR in ELEVATION=43.1 40.0' 5.0' S.0 POINT OF I BEGINNING L I 0 PROPOSED LOT 41 589'TT3a"E 459.46' S88'a5'a2" DRAINAGE TYPE B NW CORNER LOT #261 i 50.00' LOT 26 I N82'03'00„W I ------------- BAKERS CROSSING I LOT 35 - 50.40' PLAT HBOOK160 I LOT 36 LOT 37 PAGES 27-29 I ! BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 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 PLAIN. I BEARINGS SHOWN HEREON ARE BASED ON I THE NORTHERLY LINE OF LOT 26, BAKERS CROSSING 1 AS BEING N89.17'34" W PER PLAT. (FIELD DATE:) REVISED: SCALE: i = 30 FEET APPROVED BY: WRM LEGEND BUILDING SETBACK LINE - - CENTERLINE RIGHT OF WAY LINE X PROPOSED ELEVATION PROPOSED DRAINAGE FLOW OCONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED (CALC) CALCULATED 'NO FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD PB PLAT SBOOK NGS NATURAL GRADE SO. FT. SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 30' GRAPHIC SCALE 0 15 30 MLW MINIMUM LOT WIDTH POO POINT ON BOUNDARY POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PD PLANNED DEVELOPMENT 0 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 R RADIUS CS CONCRETE SLAB C CHORD LENGTH R/W RIGHT-OF-WAY ORB OFFICIAL RECORDS BOOK 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 VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM41018 DRAWN BY: h BOUNDS 05/06/03 PLAN 3-26-03 SOO FOR THE FIRM EMORY E. CO , PSM #4403 DATE ONE BY vpp0 BUCK BY OTHERS CAULK BETWEEN VINDOv FLANGE - 6 WOOD BUCK CONCRETE OR MASONRY OPENING 6Y OTHERS Q- [614-ov-, . CAULK BETWEEN B.V. {-1/4• MIN VOOD BUCK 6 (BUCK WIDTH) EMBE DNENT NAVY. OPENING BY OTHEP.S INSTALLATION ANCHOR ONE BY WOOD 3/16• DIA. TAPCON p BUCK BY OTHERS -\ I-1/3" Mirk (/ EMBEDMENT ENT A -� SHIM AS PCO"D. .• Max. RIGID vinrL (SEE {/NOTESl GLAZING BEAD INSTALLATION ANCHOR CTYPJ 3/16• Dla TAPCON -SHIM AS REO'D. ... . 1/4MAX GLASS (SEE NOTES) (TYP3(SEE NOTES) BY ME C "- . `.. ... FLANGE. TYPE . FLANGE TYPE WINDOWFRAME -... . ' vINDOV FRAME. HEADER JAMB CAULK BETWEEN VINDOV FLANGE PERIMETER L WOOD BUCK CAULK v - GLASS �(TYP.)-(SEE MOTES) BY OTHERS (v1NDOv WIDTw B.H. (_BUCK CAULK BETWEEN CAULK .BETWEEN WINDOW HEIGHT) WOOD BUCK t FLANGE t PRECAST SILL MAS"Y-CIPENING V/ VU.KEN 116 AOIiES[VE - BY OTHERS CAUALUL*E.L._ SECTION B-B NGE TYPE PERDOW FRAME CONCRETE OR MASONRY OPENING By OBY OTHERS T W.W.XAST SILL BY OTHERS Y A SECTION A -A FA NOTES- 4 I) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX ALLCw.:LIE 1 SHIM STACK TO BE 1 /!'. D E 2) WINDOW FAWE MATERIAL: ALUMINUM ALLOT 6D63. �- 3) INSTALLATBHI ON ANCHOR MUST 8E OF SUFFICIENT LTH. TO ACHIEVE IAIN. EMBEDMENT OF 1-1/!' INTO MASONRY OR CONCRETE. r T M !) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD 7c JAMeS. SILL MUS7 eE ATTACHED TO THE SUBSTRATE WITH I) PERIMETER SEAL AROB I vULKEM 116 ADHESIVE CAULK OR APPROVED EOIJAL. 5) USE.St000NXZED ACRYLIC CAULK FOP. OND EKTER:GR OF WINDOW FLANGE. W.H Y 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOP. HART. US ANCHOR CIUANTITY USTED WITH NEXT LARGER SI_7E.0FOE T. APPROPRb1rE DESIGN PRESSURE READ. / 7) GLASS THICKNESS MAY VARY PER THE P.EOUIF.EMENTS OF ASTM / E1300 GLASS CHARTS. 8) LETTER CESIGNATIONS ON THE TAPCON LOCATION CHAPT INOIC.i. E WHERE TAPCON ANCHORS ARE TO BE INSTAL'_='. WHEN U s.tiG T-_ ' , EXTERIOE ELEVATION AS A KEY. 9) ALL FACICp Y APPLIED ROLES HOT DESIGNATED FOR TA.=CCN ANCHOR. SHOULD BE FILLED WITH /8 SCP.EwS G* 5OFpCE.N LT:i. TO T - PROwM1_ MIN.•/c N EAEU �N- IN rwfAD RUCK. 10 FLORIDA EXTRUDERS ;GOO cE-lr- qNGLC L4lNG I= SHOWN S !'. PRINT ALSO APPUS in 7"-': FLOFtOA Ex TRUDE== iSGG -•_ -`^CC I SERIESSING - HUNG- - - �•� I ION r \ SUf 1C v ! =NG'n F^ . :I -*. i 3/ I�f i ✓� r Y I E.: v �. ILL l� j 4 TAPCON LOCATION CHART CALL BUCK 1LOCATIONS IN HEAD LOCATIONS.: fN JAMB SIZE-..' SIZE 3005: TO !0>- <ics TO 7OPSF 30� TO ACOV lbsFTo:..:70P1v 12-: - 18 i/e x 25 B 8 •: FG w'k v'k FF ?rr,...d' t3 18 I/a % 37 3/8 i! tb 1/8 x 49 1!5 to 1/8 x 55 IH 15 T6 .:18 1/9 -X.62 ,.'la 1/8x 71 B - 8 . IH2 .1143 ' -25 In x 25 ;25 1/2 z 37 3/8 8 Is �. �fF ' TH! '25 1/2 X 49'5/3 8 G'FF �fCw- IM45 23 1/2 z 55 1/. 6 8 . INS 25 1/2 It 62 B e FF r �tgF,yL'fF.MJ a: 1H6 2S 1/2 x 7t 1H7 - '25 1/2 x 63 B 8 F.GJ K 30 1/2 . 26 29 1/2 X 25 -37 e - 30 1/2 . 38 3/8 29 1/2 x 3/3 e 8 -s .`:30 < . FFxr.c" 1/2 . 50 5/8 29 1/2 X .9 $/8 8 8 - FF-`30 1/2 . 56 1/. 29 1/2 x 55 1/. 8 6 F.Gr:30 1/2 . 63 29 1/2 x 62 8 6 F.G .301/2 . 72 29 1/2 X 71 8 6 * FFHJ30 l 2. 8. 29 1 2 x 83 8 B E.GJ.K36X25 6 X 37 3/6 B B F,G2! 35 X .9 Fro 8 e F.G V5 36 . 55 1/4 8 B f,C : F,G.HJ 25 36 x 62 8 8 . FFHJ-'F,GHJ.: -. 26 36 x 77 8 8 F.CHJ O.EFF.HJ.-. ' 27 36 x 83 8 8 F.C.JX F.GHJJ.K- < . 26 Sl X 25 - 42 . 38 3/8 St x 37 3/8 8 e FF FFHJ 42 . 50 5/9 a x 19 5/8 e 8 F.G FGJU -, - 42 . S6 1/. .1 X 55 1/. 8 E FFJII FGJU -: 42 . 63 a x 62 8 8 F,GlLt 1Dx-F,GHJ .2 . 72 .i X 71 B B F,GJUD,Ej'FHJ .;. '4 = ea ai % E3 "8 8 F.G.J.K' .': F,GHJJ.K - 46 . 26 47 X 25 5 F.G - .e . Jt 3/3 .7 . 37 3/2 BA, F.G ' F,GHJ -a. 50 515 •7 X A9 5/3 B A.0 F.G F.GHJ A 56 1/. 47 . 55 1/. a A.0 F•GHJ F.C,HJ .8 . 63 .7 X 62 8 A.0 F•GHJ MEF.CHJ ..8 = 7z .7 X 7t a A.0 F-CH.J D.E.F.c.H.1 .8 _ 7 x 83 of F K FGHI JK 37 52 i/3 x 25 B A,C F.G FF 33 52 1/1 X 37 3/8 8 4C F.0 F.G HJ 34 53 I/L x .9 5; 8 'o A.0 F•G,H,1 F.G HJ 345 52 1/8 x 55 1/4 8 A•C F.GH.1 O.E.F.C.HJ 35 52 1/a x 62 6 A.0 F,GH,1 Of-F.GH.1 .. 36 52 I/8 x 71 e. A.0 FG.HJ O.EF.G.HJ j7 52 I/b x 83 A.0 F.G.J.Y. O.Ef.G.J.'F..,1.K • 37 S1=_ NGT AVAILSBLE 1N 1000 OP. 1500 SERIES. FLORIDATIONAL. INC EXTRl.�DERS1NSANFo D, FLORIDA TITLE: lNSTA! LA71EN 0=7A.:L / JJ SG' HUNG "_A>n_E INS=. - S=F.i=S 1000 i�o0 & 2000 DRAWN BY ; APP?oVeD BY: aT= 1IJ/ 11�1/I0 ,SCALE: Dwc LEEXOJ16 a - r MIN. EMBEDMENT .. _. " , . _ "... .. Iir MAX__. ... .. ... .�---' WINDOW -WIDTH_ -�. SHIM SPACE..-_,.. SHEATHING TVO BY WOOD CAULK BETWEEN �"'- -- BY OTHERS 8T OTHERS TWO 9T WOOD -- WINDOW FIN L SHIM AS REO'D. STUD 9Y OTHERS SHEATHING --- - (SEE NOTES) SHIM AS REO'D." INSTALLATION A14CHOR I -(SEE NOTES) -_ --, (�, ➢9.�•�� __ ._ --. F n8 WOOD SCREW 7Sj�RAL .... tl_-,,.w >ljl + �T A �. i • _ 1. _ - .1 MIH _ .,.i y STUCCO 9Y OTHERS w,t psi ' i ! _ .._.=_J...s v7� p (�`� n" _.S u .`riJa' l SHIN SPACE S *. 1 1 - .GLAZING.STTPJ `r ff Fib ii ? .:.. I PERIMETER I CAULK BY OTHERS { ". '� S(SEE:rvOiES) ,,a'cT .`` ST ?` 16, I �..� oaf r IN TYPE FRAME L :!J_1 -f IN�ik1 WINDER .. "'"`.` 1 rim TYPE ?..- • VINDCIV FRAME GLAZING (TYP_), I - .., * JAMB -.`PERIMETER. _.. �� ct .:�. _ (SEE NOTES) -WIDTH a - \' vIripOV _____��__((( � i - - CAULKVWD r-Av nTHFR[ INSTALLATION' SCRI WINDOW HEIGHT - - (TTPJ l_ 6' MAX (TTPJ AT HEAD. SILL KJAMNS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL- AROUND EXTERIOR OF WINDOW FRAME. ` 1 . 6) IF EXACT WINDOW SIZE IS NOT LISTED:Ir( ANCHOR CHART, USE ANCHOR QUANTITY USTtD WITH .NEXT LARGER SIZE:_.-.- - PERInETER CAULK —\ BY OTHERS _L__FIN TYPE WINDOW FRAME: SIML:RBLE SILL STOOL BY OTHERS ELEVATION7) ELEVATION VIEWED FROM EXTERIOR - .. - GLASS THICKNESS MAY vA.4Y.PER -THE REQUIREMENTS Oi-," E1300 CLASS CHARTS. - B) FLORIDA EXTRUDERS 1000 SERIES- SINGLE HUNG t5 SHOJm. ---' THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS.; _ - INSTALLATION ANCHOR I III \ TWO - VOW) W . ' z5 WOOD SCREgi OT:-iE,S - STUCCG .I� BY °?"E`` REVI DESCRIPTION � DATE (INI INTEP.NATIONAL, INC FLORIDA EXTRUDERS CAULK BETWEEN - I - , SANFORD. FLORIDA WINDO'.I F!N $ AT_ _ .. SHEATHING 3r-OT, R�' I !"MIN. I , , TIT•'__`•. INSIALLATICJN Lc -it V/ SCREWS SIN___ HUNG F'IN 1000, 1�00 . I � D .;�?'hN BY AP?ROb_D i3Y. !4 a Y — j r Y I ' CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW. FLANGE . L WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TTP.) --\ tSEE NOTES) vx n :WINDOW HEIGHT) PERIMETER CAULK By OTHERS 1IF�F�I Ir 11 1 j1 CAULK BE7'1__N 1 VINDOV FL AaGE — L PRZ,CAS' c . V / V UI-K �E `1�1 .f INSTALLATION ANCHOR 3/16' DIA. TAPCON CAULK BETWEEN WOOD BUCK t MAS-Y. OPENING BY OTHERS GLASS (TYP.) 1-1/4- MIN. cSEE NOTES) C EMBEDMENT - SHIM AS REO'D. b�.}� 1/v' MAX. (SEE AX. FLANGE TYPE WINDOW FRAME- -- W.W. RIDGED VINYL A GLAZING BEAD B.K (-- —� (BUCK HEIGHT) R TI- e RIDGED VINYL CLAZING BEAD FLANGE TYPE WINDOV FRAME B.V. (BUCK WIDTH) SHIM AS REO'D. 1/a' MAX. (SEE NOTES) RIDGED VINYL GLAZING BEAD 1-ti •' >+in. CONCRETE OR 'j CniEDKnf MASONRY OPENING BY OTHERi D INSTALLATION ANCHOR �3/16' DIa. TAPCON v IN v ONE BY WOOD BUCK BY OTHERS FLANGE TYPE WINDOW FRAME v CAULK BETWEEN PERIMETER L WO VIFLANGE CAULK 6 v000 BUCK BY OTHERS. CAULK BETWEEN WOOD SUCK L W.V. MA S-Y. OPENING (W[NDOW WIDTH) —1 BY OTHERS \_ STUCCO BY OTHERS - SECTION B—B -T 1 2, O-C. MAX. (TYP.) 6' MAX. (TYP.) -I A -`J E1 EV ATION VIEWED FROM EXTERIOR 11 NOTES 1) SHIM AS REO'D- AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16 OIA TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTH, TO ACHIEVE MIN. EMBEDMENT OF 1-1/4INTO MASONRY OR CONCRETE. A) USE SIUCONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD G' JAMBS. SILL MUST 6E ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SIUCOMIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUAr4 ITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSuAr REO'0. 7) GLASS THICKNESS MAY VARY PER THE REOUIP.EMENTS OF ASTM E13G0 GLASS CHARTS. 6) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C.. ?� SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK SHOULD BE INSTALLED. 9) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIOA EXTRUDERS 2000 SERIES FIXED WINDOWS. IO) SEE BACK OF THIS SHT. FOR INSTL'N ANCHOR REOUIREMENTS. I1) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS.' 12) WHEF.E WINDOW IS INSTALLED IN MASONRY OPENING WITH: A STRUC TUAL TWO or WOOD BUCK. USE J;O SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I-3i3 MIN. EA.IcEDMENT. 13) WINDOW UNITS CAN --E MULLED TO OTHER UNITS USING ALUMINUM TUB. MULION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. INTERNATIONAL, INC FLORIDA EXTRUDERS -S.ANFORD, FLORIDA TITLE: iNSTAU_ATICIN D-T.-:L u/ 0N_ RY RUCK riX_7 FLANGE uiNLIU'a - S= (ES I000- & 2000 DRAWN' 2Y:23 i APPROVED EY: DATE !0/22/01 jSCALE: NTS IDViG.: L CXOGit Sn'=T i 07 - SHEATHING BY OTHERS CAULK EETVEEN VINDGv FIN SHEATHING INSTALLATION ANCHOR GB SCREv EXTERIOR FINISH By OTHERS : - PERIMETER J CAULK JJ BY OTHERS V INDOv HEIGHT EXTERIOR PEPIMErER JCAULK 9i HEF.S 1 N� TAL'_A i ii:N ANC:HO=. c2 '=CD SCREv —� EXTE�iGp lNlsr CAULK =L TV_�N —/ Ste_A H;Ii' E-- I' MIN. FEIZE oMO C �WOOD FRAMING BY OTHERS � GLAZING (SEE NOTE 6) SHIN AS REO'D.CENTRAy , " LopjDA TB� -0-A-i, (SEE NOTES) l i_L'�L� J k(;T r Rl, NAME-- 1/4' HAX. S*IR� ,L�rll,�0�t jE��(l '�,l SHIMSHIM SPACE mAs Y EP, + ^""'�i GLAZING (SEE NOTE c) HEIGHT FIN TYPE vINDOW FRAME SDI' I/. ' MA-X.~' (SEE NDTE�) VOGD .FR=n:NG BUCK 3Y C;HE,�S V (i HE EXTERIOR FIN TYPE WINDOW FRAME !GHT !GMT v;nrM A VINDDWIDOV / _ 1 1 B I A 1 j ELEVATION VIEWELD, FROM EXTERIOR f '.v. V INDOW V(DTH MAX. SHIM SPACE VOOD FRAMING BY OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR rB SCREV CAULK BETWEEN V [NDOV FIN 1. SHEATHING SECTION B-B PERIMETER EXTEP.(OR FINISH CAULK Br OTHERS BY OTHERS NOTES' 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF (- INTO WOOD FRAME. 4) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR. OF WINDOW FRAME. 5) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REOUIP.EMENTS OF ASTM E1300 CUSS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO OUALIFIED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICTURE WINDOW. B B) SPACE INSTALLATION ANCHORS AT 6 MAX. FROM CORNERS AND MAX. 24- O.C. OESICN PRESSURE CAPACITY OF INSTALLATIONS. WITH. ANCHOR, SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71' Or 63' X 95_ OR 119' X 37-3/6' MAX. 9) WINDOW UNIT CAN BE MULL-) TO OTHER UNITS USING ALUMINUM TUSE MIJLL:ON, SEE MULL'ON INSTALLATION SHEETS FOP,=EOIP.EMENTS. TERNATIONAL, INC FLORIDA EXTRUDERS INANFORD, FLORIDA TITLE: [NSTALL-^T_UN L1'7+A1!_ W/ rd WOOD SCREW FIXC.D F IN W!N':i D'— SFr.*! ES 2000i oo0 DP.AWN EY: S Z 1 A??ROVED BY: D?.TE: ! / ?/1= .. ?._E: . T S.IDWG.. 1 -;(00_ I' HIM. EM�tlICNi ' CAULK BEHIND FIN :H SHIM AS D IT OTHER OTHERS iW0 Br BUILD NOTES) SHIM HOTESI DOVN Br OTHERS - FIN FRAME JAMB NOTES ' I BNSTALLATION SHIM AS RCO'D. 1) SHIM AS REO-D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING - - NCNOR SCREV (TYP1 SEE NOTES) -SHM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. - GLAZING (TrP. , .. - :;2) WINDOW FRAME MATO W.- ALUMINUM ALLOY-6063... -� 3EE NOTES? . TIC MY 3) USE SD.ICONIZEO ACRYLIC CAULK BEHIND. WINDOW FIN AT HEAD. SILL & JAMBS - (-g�.Sp(Q 4)- USE --SILIMOZED ACRYLIC CAULK FOR .PERIMETER -SEAL AROUND EXTERIOR OF - .` .-WwWW FRAME... .. Ji- THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS :..... ... .. :.. '•:'CHARTS. SINGLE GLAZING IS SHOWN. INSULATING CLASS IS ALSO OUAUFIED ; - t SCREW .ANCHORS AT HEAD. .SILL & JAMBS SHOULD BE 18 SCREWS OF:SUFFICIENT - -. - --.- LTN. TO PROVIDE MIN. I 'IN. .MIN.- EMBEDMENT:84TO WOOD rA4W_ PLACE ./B - _ _- EXTERIOR FINISH _- --SCREW ANCHORS .6- FROM CORNERS .AND 24- O.C_ MAX - .. --EXTERIOR - BY OTHERS - 7) SLLD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGwEEREO BY --OTHERS. BUILD DOWN MUST BE OF SUFFK:F-NT STRENGTH TO AOEOUATELY . . ,TRANSFER LOAD FROM WINDOW TO THE STRUCTURE.' .. - PERIMETER CAULK B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO BY OTHERS - APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &, 2000 SERIES. -f—vINOW WID . - 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS,. THIS SHEET APPLIES TO ALL FIN FRAME HEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULUON INSTALLATION SHEETS FOR REOUIREMENTS. . GLAZING (TYP. SEE NOTES) EXTERIOR PERIMETER CAULK BY OTHERS :XTERIOR FINISH IT OTHERS 8 INSTALLATION -� ANCHOR SCREv (T'P., SHEATHING -� BY OTHERS -FIN FRAME SILL .. SHIM AS R£O"D. (SEE NOTES _r L V 4' H X. HALM S?ACE �1ljl� t��0 BY FRAMING EXTERIOR ELEVATION I I ) 3Y OTHERS �— CAULK BEWNC FIN11 KIN SECIIC,1 A-F �s r �T' Vr wIX ce INSTALLATION SHIM SPACE ANCHOR SCREW (TTP) TvO By FRAMING Br OTHERS ... CAULK BEHIND FIN WINDOW A EXTERIOR ELEVATION FLORIDA EXTRUDERS'SANFORD, FLORIDA TITLE: FIN INSTALLATION DETAIL '�. DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES 2002 DRAWN BY: BB I APPROVED BY: DATE:02/14/02 SCABS: NTS DWG.: F-LEX0037 WINDOW FRAME HEAD WINDOW WIGtO EXTERIOR WINDOW FRAME SILL PERIMETER CAULK BY OTHERS EXTERIOR —\ FINISH BY OTHERS I® SHIM AS REO'D <SEE NOTES> GLAZING (TYP. SEE NOTES) SHIM AS REO'D (SEE NOTES) CAULK BETWEEN Q WINDOW FLANGE L ONE BY WOOD BUCK CAULK BETVEEN WOOD BUCK L MASONRY OPENING BY OTHERS CONCRETE OR MASONRY SEC I ION A —A BY OTHERS INSTALLATION ANCHUR 910 SCREW 1-3/8" u1N. EMBEDMENT BUCK VIDTH MAX SPACE r— BUILD.DOVN OTHERS NOT TWO BY FRAMING (ALSO TO UAPPLIES 1) $H11 AS REO D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. By OTHERS ALLOWABLE SHIM STACK TO BE 1/4-. - 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1-3/8- MIN. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTH_ TO ACHIEVE SHIM AS REDID EMBEDMENT MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE- /10 INSTALLATION' (SEE NOTES) - .'SCREWS AT HEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- - - ..-MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOUIRED. - INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS & 24 R4. . -"O.C:-MAX. WINDOW FRAHf . .4) USE'SKICONIZED ACRYLICCAULKBEHINDWINDOWFLANGE AT WAD, SILL &JAMBS.- JAMB .; s) USE SIIJCOWE0 ACRYLIC CAULK FOR PERIMETER SEAL AROUHO EXTEWR OF ._, ..WINDOW FLANGE '. ..... , -. - :: ....-. GLAZING <TYP 1/4 MAIL 6) GlASS'THICICNE55 MAYVARY PER .THE REpU1REMENTS # ASTM E1300C1AS5 SEE NOTES) - SHIM SPACE-.CHARTS:"SINGLE GLAZING IS SHOWN, INSULATING i,TALSS IS &W p.W..61ED .:.:7) BUR.D DOWN AROUND CURVED PORTION OF WINDOW FRAME TO"BE LENGINEERED BY - -- OTHERS. BURR DOWN MUST BE OF SUFFICIENT STRENGDI TO AM(XMKTELY - - TRANSFER LOAD FROM WINDOW TO THE STRI CTURE 8) FLORIDA EXTRUDERS .1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO . - APPLES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. TT IS NOT INTENDED TO LIMIT USE OF ., THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK - - CONFIGURATIONS THAT CAN DE MANUFACTURED FROM THE 1000. 1750. & 2000 BY OTHERS SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS VSO4C ALUMINUM TUBE WINDOW WIDTH MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIKMENTS. BUCK HEIGHT _ Ls/4 sa . EXTERIOR ELEVATIOHIMN G _-t'EM EDMENXgEE,LiPT1��l\TTAL FLORIDA�IDpA �B. O. A.ly. ONE BY WOOD I MANUFACTURER NAM: BUCK BY GTHERS t- I . I- i r I-' X k MASTER FEIX# > { IN`.;ALLFt ION ANC`HUP Sao DiA 74 CON L = T- A T CAULK 11 VEEN._ � TV. BY BUCK.'-'.;, �. L:CONCRETE By OTHERS EXTERIOR FINISH SECTION B-B BY OTTERS WINDOW WIDTH A AY IT A EXTERIOR ELEVATION FLORIDA EXTRUDERS' SANFORD FLORIDA TITLE: FLANGE INSTALLATION DETAILW/ FRAME BUILD DOWN DESIGNER, FIXED WINDOW 1000, 1750, & 2000 SERIES. DRAWN BY:BB I APPROVED BY: DATE:02/12/OE SCALE:NTS JDWC.: FLFX0036 SHIM AS RE"O'D SHEATHING (SEE NOTES) BY OTHERS 'CAULK BETVEEN DOOR FLANGE t SHEATHING SLIDING GLASS DOOR FRAME SILL U r-1/4' MAX. SHIM WALE INSTALLATION ANGOR . 11 TvO BY VOOD :2 SCREv I I- Ile HIM.' .:_BY OTHERS......_.. ...._........ —EHBEDMENTTVO BY VOOD BYOTHERS .. CAULK BETVEEN I = HOOK STRIP STRIP i - J...SHEATHING . -- SLIDING GLASS DOOR - HOOK -STRIP SHIM AS REO D (SEE NOTES) 4 } - t Yip.re. #i INSTALLATION ANCHOR t�� RB SCREV- .. ,CAULK BETVEEN - DOOR I (SHEATHING �t PERIMETER SHEATHING CAULK BY - BY OTHERS TEMPERED GLASS TEHPE.OTHERS STUCCO (TYP-) RED J CU2 SIDING /STLOCCO OR SIDING GLASS (TYPJ .. _ _ - .: -BY OTHERS - F _, B7 OTHERS Y ,'---SLMNG...GLASS DOOR+�� - - ; INTERLOCK. DOOR - - - -_ __... HEIGHT SECTION B-B r } ? f f❑❑K STRIPE A 1� — --- DS` ... I .V DDT MATERIAL ALUMI)UM ALLOY 6"1S'. - - 2) a9 INSTALLATION SCREvS MUST 9E Or STft KIENT LENGTH TO ACHIEVE NIN �CHBEprEMT 7f d< I-1/B" INTO WWI). 7APCON TYPE'-WITALLATION ANC -HORS ATSlll MUST StfTI[IFNT LENGTH iO ACHIEVE Mtn EMBEDMENT OF I-vx' ENTO MASOw1T (it. CDE�TE- J) t"I1ALLA1I01 A)E)EVi CHAR ON HACK OF THIS SHEET .) USE SILICONIZF9 ACRYl_fC CAULK 9EMIND DOW. FLANGE AT HEAD t A ss. ! '�7c% {per •iCi `4�j / S) USE SCT DO ZFO ACRYLIC T LISTED FOR ANCHOR SEALCHARY ASE A EXTERIOR 6-00IS {jt' 6) 6 EXACT DOOR SIZE E PP LISTED IN SIGN P [HART" USE ANCHOR OUANTI Tr LISTED y7M EERY � } LARGER SIZE. M iK RUSE LOSE BYPASS S DOOR S iE L 7) FOR, POCKET DOA' SIZES USE CLOSEST BTPF H OK S SIZE t COrFIQIR TION f0 FD)ISIED �E)U14fj 3I . r B B PLACE IN TALLATIOM ANCHORS. IN FRONT OF )OdC STRIP AS SHOvM I T B) GLASS INICKMESS MAY VARY PER REOUIREMENTS IF ASTM'C130D GLASS CHARTS 9r DODO. u+17 IS APPROVED USlNc. TEMPERED GLASS In -SINGLE GLAZED 6t INSIA.AiI)4 U.ASZ '} �._y�:T IDr JAMB i SILL EIRTE A, ARE TO IN SEALED viA a SHALL AINi LEA SEALER 12 Alt. N REO-D AT AN SET fl' MST DE(ANCHORS N R ISTANT N^ SMIMLSTACz 70 BE 1/4 t2r ALL INSTALLATION ANTS MO ING7 BE WADE I'0 CORROSION RESISTANT MATEAULZ _- A �' llr oHrl 'z• RE.ARESENTS LISTED ON AN AND 'O- REPRE;FMTSF FIXED FAMEL APPROVED FOKIGURA OMF ARE AS LISTED @+ ABOVE A S: !O N 9ACK S THIS SHEET EXTERIOR ELEVATION HOT ALL -A-A:. '9-9' L GOKLIS-S ABOVE AZ PPLT ON rnf; CRAL.TI ROLL AP C"-DNST ATiIJn EMBEDMEN, SECTIONS TIGNs-'9-9' t rG3c STRIP lYL TAD_ APW 1 7C WSTALLAi70N !r ALL A?PRO`IFD T 11 t. d _ 1-1/4' MIN. 2 PAIEL DCO.? SHO`JN IS) FLORIDA EETRviD 1000 SERIES A]OING CLASS MDR IS S)OvN- IMS PRINT ALSO APPLIES TO _ Q 1 1I 2M10 SERIES a 0 300 SERL`Z LIBERALLY APPLY - D , PEVI DESCRIPTION DATE IN I ❑ P I D A EXTRUDERS CAULKING UNDER SILL I INT. INC. SArIFO4D - FL. _ OP. SET SILL IN BED - INTIN-LATiO ANO'Op - __ OF CDNC2ETE :2 is- Di-. iaPGI CUN I ( - TITLE: SLIDING ASS D(](]R�.- iNSTALL�TiON WITH k? SCREWS S C I IJN A—r I f PROVED BY DRAWN BY: BB I eP F , 2002 1 I I ATE: !2/17/01 SCALE: Ni; IDWC- ='L_IM27 S:41 I ^t = i ti G 1000 P.V./DESIGNER SILL (TYPJ #8 X 3/4 SELF 'TAPPING SMS 1 X 2 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION . SEALANT BETWEEN- WINDOW FLANGES L MULLION D \"#8 X 3/4. SELF l000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES . SECTION A -A ` (1) L MULLION 1000 . P. V✓DESIGNER SILL (TYPJ r i #8 X 3/4 SELF TAPPING SMS - 1X27/16XI/8 TUBE MULLION /,. SEALANT B WINDOW Ft L MULLION \—#8 X 3/4 SELF `— 1000 S.R TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES L MULLION 1000 P.V./DESIGNER SEALANT BETWEEN SILL (TYP.)- WINDOW FLANGES L MULLION \ X 3/4 SELF / TAPPING SMS ! F TUBE MULLION X 3/4 SELF \— 1000 S.H. TAPPING SMS HEAD ',TY .) 1000 P.V./DESIGNER AUXILIARY PLATE SILL (TYP.) (FOR ADDITIONAL ANCHORS. `.'HEN REQUIRED) DETAIL C #8 X 3/4 SELF TAPPING SMS O O IX2X3/8 TUBE MULLION MULLDON ��I-rRAL FLGPJDA B.O. O BY WOOD #8 X 3/4 SELF� -�CK BY OTHEF 1000 S.H. TAPPING SMS 1&Aj \ ff,& J 1 lJii�+i R HEAD (TYPJ SECTION A -A (2) MALSTER FEE 1000 P.V./DESIGNER . SILL (TYPJ #8 X 3/4 SELF 1000 P.W./DESIGNER TAPPING SMS SILL (TYP.) %%% 1X27/16X3/8 IrTUBE MULLION #8 X 3/4 SELF TAPPING SMS f f>T�71f�1r)n . TUBE MULLION APPLIES TO HEAD do SILL WHERE I' X 4' do 2' X 4TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR #8 WOOD — SCREW (TYPO EXTERNAL MULLION INSTALLATION CLIP MULLION .-- DETAIL c7� . I 1 1/8' MIN. EMBEDMENT I FLEVAPON SEALANT BETWEEN VIEWED FROM EXTERIOR WINDOW FLANGE L MULLION AI B APPLIES TO HERO do SILL WHERE I' % 2" 8 1' X 2 7/16" TUBE MULLIONS ARE USED #8 X 3/4 SELF `-- 1000 sn TAPPING SMS HEAD (TYPJ SECTION A -A (4) INSTALLATION ANCHOR 48 WOOD SCREW (TYPJ 1000 P.W./DESIGNER �HORIZ. CLIP SILL (TYPJ #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS —1000 S.H. SECTION A —A (7) I I t IiB, NIN 1 X 4 X 3/8 HEAD (TYPJ - '-"1 hEMBEDMENT TUBE MULLION FLORIDA EXTRUDERS INTERNATIONAL, I SANFORD, FLORIDA TITLE: SER. 1000/1500 FIN SHEET 1 OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER HER SIDE (SHE_ET Z OF 2) FOR _#8 X 3/4 SELF = DESIGN PRESSURE CAPACITIES TAPPING SMS _ `-- 1000 S.H. �'. HEAD CTY?.)DR_4W`i BY: MS' I APPROVED BY: CB s c-ce SA 1 Jf.Y.E LT r.) ti X c ll? ADC S.t..-• � .. TAFPI,ti� S?'S. (16 £\= EY v0C,D lft t" t1 : i BUCK Ey al-­ L J � r tyro �t oi ttSCn xZY R 'y Fv UTYFKS wqv 't g' I I/4I+IN.' Q 1 fit- vi's3? -ys+ EMEZEMEN':Q ``Zs�'„>ly� A?Pa".ES-S•`!5:.^..,....-.»....:w. ,:... .._.,_.i..-.- --- t,;c- �tv _ �i' Fi c\::�;i_.L c 'S. ..,_�°-' _ — _.' U TYPr Clv:O OfrC'xt _ t i __' d BULL �+. (A?r'I)ES T0: HF1D<SiLL W t'Fc SECTIOlt�-A a ' — _ S CTIOiv A� (2) w 7/15 X•i/E a • s a t 1^0� _ _ q �tt _. V X P'.7115 P a/8. � - —_ I T' ,TIE£ 1!Jl1 pis* i JAM?_<Tf�) . 1C9a c { v 1CM0 S.H _- r. JALTYPJ = ' _ gc X �1[ SfLF i L`ISTAL+JaII!%' 16Y0#CR DrT�,!C TAPPING 1SAS _ jI ! �.. /16 :.EM, TAP-_ v } S X :/2 S£IF .- .. SS ^ 1/? SELF - .. --... .- - _ ! - l .3rJ2cV Cht..+M - - TAP. LtiC SMS _. .. TAPPING S'+S . _.. i J x. i ^ 1 ,• .::SILL t'LIF ! — �: �.., ,r- -• y_�/$ELF - Sc.4LA rE7N _ ..�` A. r ;Q .... .....: _ ._. ._ .. � T,. 2 _. VIRG�W FLeJ,�£S '..-1.; 1'1/ M�. ?Sr�CIf.VT.atTL� .. _.I._•SE�.'.Ai. E=i4=eh-' TA'P; Gi SAS ...... - - _ 'V1kx1V FLArYi"eS_i /'T 's+ L fh.Ti.li` _ ...._.. , _ y i l�.P it --�....�C:v %`-n (7� ; Ek.. - NCS + �' l- . RECAST Sil -ET CTNE2S._- -- - - a TA?FitSi._SNS �.: c. ., TAF ti SNS _... -t« d !X;t1@kY PI ATi _ - :A —A / 1 EC , N ,y—h 1 /r i I � ` _ _aZ auL-Tlw'1�. e'•NChrk L•?:EYRECjI ME y, +xtxi/e .a1xa/s T 1Z 1- {� 1 t X ,/_ Sc . \ zB Y, 1/_ SELF �� �" :<OM LX EROOF FLORIDA EXTRliDERSINTERNATIONAL-INc - ` SAINFORD FLORIDA ` jt :TITLE: �r i it !_91, =i ��_�.: Jt�L-! t OF \\ \ r cq�4tiT _=7• �- '-F'-�"-_ j ; - t �. V r r _1 L` F 0.R Wit_ nRawtiyn "._ I PPPROVED BY: i ti d r M I A M 1.OAIIE PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 , Pittsburgh ,KS 66762 MIAMI-DADE COUNTY. FLORJ METRO-DADE FLAGLER BUILD; BU)LDINC CODE COMPLIANCE OFF Mclno-DADC r•LAGLER BUILD i40 WiS'C C•LAGLER STHT-r, sure: MiAMI, RORiDA 33130.' (305) 375-2901 FAX (305) 375 CONTILVICOR LICENSING S11"CT (305) 375.2327 VAN (305) 373• co,N*r1Lwrott v N**ot2C'i:,,NixN,r mvt` (305) 373.2966 FAN (305) 375- ettolWcr C<)N'1-not, wvi' (305) 373-2')02 VWX (305) 372• Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Minlni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. if product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if i determined by BCCO that this product or material fails to meet the requirements of the South Floc Buildin` Cede. The expense of such testing will be incurred by the manufacturer. c— ACCEPTANCE NO.: 01-0314.2a EXPIRES: 04/02/2006 Raw tcoartgucz Chief Product Control Division -THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE &C PRODUCT REVIEW COi INTITTEE This application for Product Approval has been reviewed by the BCCO and approved by tite Build Code and Product Review Committee to be used in Nliami-Dade County, Florida under the conditions forth above. r1PPROVCD: 061051200i Francisco 1. Quintina, R.A. Director Miami -Dade County Building Code Compliance Of is Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 200C approves a residential insulated door, as described in Section 2 of this Notice of Accept designed to comply -with -the South. Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 2: not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION "A The Series Entergy 6-8 S-W/E insiving GIazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constricted in strict compliance with the follo% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy 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 overliang'such that the ang!c between the edge of canopy or overhang to sill is -less 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 protection system (shutters): the installation of this unit will require a hurri, panotection systern. 5. 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 topics of the following: 6.1.1 This Notice of Acceptance 6.12 Duplicate copies oi'the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marled to show the components selected for the proposed installatio 6.1.3 Any other doCUrtmcn(s required by (tic Building Official or the South Florida Building Co, (SFI3C) in order to properly evaluate the install ion of this system. Manu l Pcrcz, P.E. Product Co ro Exam Product Control Division Y Premdor Entry ystems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 05 20Q1 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and flad original submitted documentation, including test supporting data, engineering documents. are no older than eight (8) years. 2. Any and all approved products sliall 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 sealed the required documentation initi; 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 fce)and granted by this office. a. Any of the following shalt also be grounds for removal of this Acceptance: I 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. if any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance 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 OFTHIS ACCEIP'ANCL: Manu ez, P.E., Product Contr ram ProduPcrnntrol Division Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing X 2'0" COP-WL-MA0141-02 r 02-0419.08 (Application filed) L�1, 52.0 I NO TV 2'8" 2'l0" 3'0" 3'6" Not Listed Not Listed — — 1 111�igMlj 2'8" + 1'0" 1 COP-WL-MA0143-02 I.1 I 02-0419,08 (Application Filed) 1• 1 1 1 52.0 NO 2'8" + 1'2" 2'10" + l'0" 2'10" + 17' 3'0" + 1'0" 3'0" + 1'2" X0, OX, OXO j 1 I + I 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 NO I 1'D" + 2'10" + 1'0" 1'2" + TV + 17' 1'0" + 2'8" + 1'0" VG" - 3'0" + IT 1 1'2" + 2'l0" + 1'2" 17" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 210" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 (Application filed) 52.0 ' NO ) 1 2'8" + 2'8" 2'10" + 2'l0" 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" + 2'8" 2'10" +2-10" + 210" +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.eom) 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 other structures). National, Vate or local bui?ding codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201, .��.._ & PA2(3,i. Oakcffaff I`I11 f�kC.1.A i1 hKTAY {aCIOAt tJnn.T wN rl»rtl,,e t,i" n"ae bpi t M >Orlt Om mnl�nul".p pnprmn 01 p".Cl ,11010.Vlent mitts fDecAigliMrs, Ceipn and g,0doa detail :ul'ic a 10 e6ange Wow notice. /�y�C,, t [Rluuv0lY lrom Masonite International Corporation ' 0PVL=MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing 2'6" 02-0418.03 X 2'8" — COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0". TV Not Listed Not Listed — - 1 1 1Miami-Dade OCCO DPRallt 2'8" + 1'0" 2'8" + 1'2" {�-2' l J— + 1'0" 02-0418.03 1 2'10" + 17, COP-WL-MA0163-02 (Application Filed) 55.0 NO 3'0" + 1'2" 1'0" + 2'8" + 17 1'0" + 2'10" + 1'0" X0, OX, OXO 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 02-0418.03 1'2" + 2'10" + 1'2" COP-WL-MA0164-02 (Application Filed) 55.0 NO 1'2" + 3'0" + 1'2" I t i 28"+28 +2'8" t 21G"+="10"+210' i TO" + TO" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0418.03 2'10" + 2'10" COP-WL-MA0162-02 (Application Filed) 55.0 NO XX, OXXO 3'0" + TO" 2'6" + 2'8" + 2'6" + TV TV + 2'8" + 2'8" + 2'8" 02-0418.03 — —_- 2'10" + 2'10" + 2'10" + 2'10"^ COP-WL-MA0165-02 (Application Filed) 55.0 NO i 3'0" + TO" + TO" + 3'0" II 1. Occr arrangements using fewer panels than win is shoitrn in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonile.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. �k �32tft :..1�=:...:a :i 'm vl I l:. A ( [..luli.ely item /J. •. 1:.. ,:'i All F...,IhY 1100R.t N,i,�.w•l f.Lril.,, Fn✓i Ck::: �' •i Vl� /ya 20, M 2 Ow t*m."u'0V,op,a'nota09a0 nOloVrniemmatesuearnlions.aesionaaoMj.n Masonite International Corporation. ` (10A ;e':iYl to Ch]nye witlq ,t rohce. 1 Glazed Units COP-WL-MA0100-02:­ FIBERGLASS DOORS 8'0" Height — Inswing 1 X 1 , 2'0" r r COP-WL-MA0146.02 ,.r , 02-0423.01 (Application Filed) ,• 1 40.0 ,. 1 NO 2'6" TV 2.10" — TO" 3'6" Not Listed Not Listed — Arrangement— x3. 0X, CIx0 f 2'8" + 1'0" COP-WL-MA0148-02 ,.1• 02-0423.01 (Application Filed) 40.0 NO i i 2'8" + 1'2" 2'10" + l'O" 2'10" + 1'2" 3'0" + 17 3'c" + 17' 2'8" + 1'G" COP-WL-MA0149-02 02-0423.01 (Application Filed) 40.0 NO I 17 + 2'8" + 1'2" _ 1'0" + 2'8" + 1'0" l'0" + TO" + 1'0" t'2"+2'10"+'IT 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'l0' + 2'10" S'G" + 310" + 3'0" I� XX, OXXO 2,8.. + COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO 2'8' + 2'8" 2'1 V + 210" _ TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP WL-MA0150-02 02-0423.01 (Application Filed) 40.0 NO TV + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'l0" + 2'10" TO" + TO" + TO" + 3'0" Notes: 1. Door arrangements us;rq fewer panels linar, what is shown in the above chart also comply under the product approvals shown. 2. Assembly detai!s are availab`e from, the Masonite irternalional website (www.masonite.com) or from the technical center. s. tnsta: ration ins!reztio ,s are 3v3ila5;e from the W.ason a Internaticnat website (www_masonite.com) or from the technical center. :. Actu2: c_,sign pressure requirament for a spaci`ic cuild!ng design & geographic location is determined by ASCE 7 (Minimum design loads for b6dings and other structures). National, state or local building 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 PA2.01, PA202 & PA203. O Uk rr x 1 f t EK." CN•f"Y 11001;S rb"-T••v.J JO..�nu E:.•�Dsir. AA 2 J. ZV2 Fcr c7.an� l( Ire; �n cl urDGucl irt.ploabaeM awes spc:iti;.;.ys. Qs"gn ::. ] :f a::1 e.rl"a r.q Dam � PREMD VZ(�11 ma ?/I�GCi ..e •.:.� D•al.•J Drarf Masonite International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing I 1 I.1' 02-0423.03 (Application Filed) I• I 47.0 I. 1 NO 1Singles1 X 2'0" 2'6" I'COP-WL-MA0166-02 2'8" 2'1 On 3'0" 3'6" Not Listed Not Listed — — 1 It I Multiples1 1 2'8" + 1'0" -2'8"-+ 1'2" 2'10" + 1'0" 2'10" + 1'2" COP-WL-MA0168-02 TO" + 1'0" 3'0" + 1'2" 11' • I 1• 1 1, 1 02-0423.03 (Application Filed) 47.0 NO X0. OX, OXO 1'0" + 2'8" + 17 COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 17' 1'0" + 2'8" + 1.'0" 1'0" + 37 + 1'0" 'IT + 2'1 On +11'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'1 On + 2'10" + 2'10" TO" + 3'0" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" 210" + 2'10" 37 + 37 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" 210" + 2'10" + 210" + 2'10" TO" + TO" + TO" + TO" 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. 13 O akcraff W eu.ta.aa" 1'e <.I AR EK" Eatlua.rele Iron Vi"Ettri-it FN'I KY•000k.% Fb-&. Em Deer �) ❑ � Apr129. 2W2 ., o..�:.a o.... Our tonl,nUnq Mopnm of product imorovemenl maker sbecilicstions, design and Woducl Masonite International Cor oration P detail Subject to cNnpt wnnout nor- Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing X Singles 1 2'0" misoniteInternationalI.1•a COP-WL-MA0101-02 01-1031.01 �• I 76.0 I •, NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed — — X0.OX, OXO MultiplesArrangement , 2'8" + 1'0" MasiniteInternational.1.1' COP-WL-MA0103-02 1 02-0109.10 (Application Fled) L'• , 55.0 I. NO 2'8" + 1'2" 2'10" + 1'0" 210" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2.8" + 1'0" COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1.2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17' + 2'10" + 17' 12 +30 +12" 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-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" + TV + 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 8 PA203. Oak raft AR i EK" FIMI:MGL. 55 ENTXY .100.s I T"w..0 F.—&. tmry 0— ❑ Aom 29. 2002 0., <o"u"u�"a 0l00— of oroaua m W—em mates specacn.ons. ocsp" ana owun Masonite International Corporation acu.t sumtn to cwge wnnoa no me Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing ,• , ,ShF71 2'D" 2'6" X 2'8" 2'10" 3'0" 3'6" MWIRPM. , COP-WL-MA0121-02 Mel Mmi 11IFT1171I' 01-1031.02 , 76.0 I. •I NO Not Listed Not Listed — — ,Multiples1 X0.OX, OXO 2'8" + 1'0" MasoniteInternationalI COP-WL-MA0123-02 . , • I 02-0109.09 (Application Filed) PIS • , 55.0 Impact NO 2'8" + 1'2" 2' 10" + 'IT 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 17 + 2'8" + 1'0" 1'0" + 3'0" + 17 17 + 2'10" + 17 1'2" + 37 + 17 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-MA0122-02 02-0109.09 (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-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. O akc aff AR EK" FINFIEGI.ASS ENTRYRDOONS Pb4T.•onoG fbwr.0 Em Dow. ADri 29. 2002 0m wra—mD Droaram of Product imon—n m makes z cdiGtions, aesidn and DrodDtl aaad sDoren 10 mange wimow nonce. ." 0u.nty Dee.f Masonite International Corporation Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing COP-WL-MA0106-02 02-0109.08 (Application Filed) 70.0 NO jj��� X Singles (width) 2'0" 2'6" 2'8" 2' 10" 3'0" 3'6" Not Listed Not Listed — — Arrangement X0, OX, OXO Multiples Eth) 2'8" + 1'0" COP-WL-MA0108-02 11t.l 1 02-0109.08 (Application Filed) t• , 55.0 Ir I NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 17 37 + 1'2" 1'0" + 2'8" + 17 COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1.2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 17' + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 210" 3'0" + 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" + 2'10" + 2'10" 3'0" + 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. Oakcraff AR EK" klkl:kCI.ASS ENTRY ^DOOkC Non-T .wnGfgwE4n E"rry Doo.. MN 29. 2002 Out conl.nu"ID 0109ranl of 010duCl unolo,ennenl mikeS SDeC110C3 nS. des -on Jnd VloduCl deUd subject to cton0e without nol,ce. /�/�C,, Et<lutrr<IY Iron /L� Masonite International Corporation Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing X 1 2'0" , 1Mi.I.I COP-WL-MA0126-02 02-0109.07 (Application Filed) I• , 70.0 ,, NO 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed — Arrangement- X0, OX, OXO 1 , 2'8" + 1'0" , , COP-WL-MA0128-02 , 02-0109,07 (Application Filed) • • , 55.0 1 . NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 TO" + 1'0" TO" + 1'2" 1'0" + 2'8" + 17 COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 1'D" + 210" + 1'0" 1'2" + 2'8" + 1'2" 1'D" + 2'8" + 'IT 17 + 37 + 'IT 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" 3'0" + 37 + TO" 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" + 210" + 2'10" + 2'10" 3'0" + TO" + 3'0" + TO" 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 6CC0 protocol PA201, PA202 & PA203. O akcraff "1 d AR k EK" E.<turi•ely Irom ..,I�F c • , a c FIMF.1tGLASS E.NTHV nOOKS f T•ae.n<i-0•raYu En"T Oxon Apri129.2002 Our continuing program of product improvement makes specifications. design and product o". a o• Vli Masonite International Corporation , detail subject to Cttanoe withoW notice. X 1 E I Unit SINGLE DOOR 6• TYP. l 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 1/2" • Height of door unit plus 1/4" I Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 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 #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 & 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 April 29. 2002 0...,r o•<., Masonite International Cor oration Our oonhnwnp program Ol D<Oduq imdrovemenl makes SDEGihtatgn5. P d-pn 1n0 OtoduEt Mad SO,W to Enanpe without noli- XO or OX Unit e tttt t SINGLE DOOR WITH 1 SIDELITE CL TYP. TYP. TYP. TYP. T-*P. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. t " 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. RaUgh 11 l 1 " Width of door unit plus 1/2" " Height of door unit plus 1/4" t t t t .r t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) 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 & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement o1 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. Alml29 2002 Masoni[e International Corporation N. o, Oweo ,,,.;ro-.a"¢m makes suca�cras. Oes,p" PC Y%,Cl 003.E 50tKI 10 mange w4n0W W.CC. 0x0 Unit SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" I t t t t t t f i t t 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 & 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. April 29, 2002 Ow canmng O.upu�n ut u�ua�: r ., . n�cm nines tottarai.on•. OONn pnc awonn deti,j suujea to -range wdh0V1 Oobte. t.<t•u.•ry uom Masonite International Coeporation MID-WL•MA0005-02 Rim DOUBLE DOOR WITH 2 SIDELITES ti- CL TYP. TYP. � 1/ ► 1 1 1! 3• TYP. TYP. l� � 1 1 l 1 l TYF r6'8' 13- It It t f t t t T T T T I W MIT I in r • 6 per vertical framing member • 16 per horizontal framing member, Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0' UNIT 5/16' 17-1/8' MAXIMUM ON CENTER TYP. 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 At 56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) 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 #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 & PA NDS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. n �/J E•clu+�velY Iron APO 29.2002 Masonite International Corporation Our cominump Dropnm OI Drodutl vnofovemertl makes SDecd¢al,ans. oesgn ano INodun delall suolw to CnJnge wohdm notice XX 'Glazed Inswing Unit APPROVED ARRANGEMENT: r.x WN in . 0 + C r COP'WL•MA014202 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". Double Door Maximum unit size - 6T 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 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeh 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: a 0 as a0 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 24 RIL 107 Series' 108 Series 304 Series series' -This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR k EK`" wno.1. r. • fo,ror< t'Itl LR(:l.AS1 LNTItI' DOORS tbn-TiawM fip.rNvEn" Door p l/l% April 29.2002 Masonite International Corporation Our continuing mogram Of 0r00,1 mo,O,Ment makes soecdiotgns. design and OrOduq detail subjea 1O cnangt w.ihOut nOt�t XX Glazed Inswing Unit COP-m-MA0142.02 a FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a a 00 Xu- 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, 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). �/ &EX�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK'� a(u1-11 V6ULK(:L A NN LNI KY 01—RN Nay-Te.u.reA fa,..E,,. 6­ Dow. April 29, 2002 Our cominumg program of ofooucl rt arovemenl makes specdit lions. design and product oeUil sutnea to cnange without nol4e. o.. Masonite International Corporation XO or OX -Glazed Inswing Unit APPROVED ARRANGEMENT: COV-WL-MA0143-02 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 = 6T 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 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-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: 0o ao no 00 Do- 00 100 series 133. 135 Series 136 Series 822 Series 1/2 GLASS: D HH 00 00 00 00 0o 00 105 Series 106.160 Series' 129 Series' 12 R/L. 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass in may also be used in the following door style: Eyebrow 5-panel wilh scroll. Oak raft AR EK' Tc.rurrJ r�lUl Nc�L.T �� l:�'1'N t" r)ne1N\ —T..uw.E f:eerfa)a Ern.)Ooon Apn1 29. 2002 0vr co,d , of prooua mp.OvMrfnl makes SDttdKalronS, 0,S,v v+a ; —cl peU.l )aL�e:.l Ic range wonou, notice. M asonite International Corporation XO or OX , , , , Glazed Inswing Unit 1 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: oa ao - 404 Series 410 Series 109 Series 1I 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 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*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). 1��f / &EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak, Taff AR EK" 1 `r lfl A,�,.A�.� Lv'r H\"r I, .S rvon-Te.,.r. E..r E,.,,, Doon April 29. 2002 Our Corm..... propnm 01 prod.0 mprovernent —keS SMiliG &S. 4es,Qn and prooVEr 7eun sn,en 10 cnonpe wnnam nonce PREMMPG..11.1,- ,, .. ow,.,r oeo•. Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: o o a 3 r .> ..: N � COP-WL-MA0144'-02 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 = 9'0" 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 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-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: oa ao as an as as 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n . n uH s n ° a an as on nn as as 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raff AR k EW I:IULKCLn.S\ LN'1'ltlUe OKS U.—if—c—Env, 0— n 0 .:1r o April 29.2002 - Masonite International Corporation ou, Eon-u Q moor— of alodua a Ptwe—' makes speollcmmns, cl-p pna orodutl 0114 s^a ( Id cNr,o, wdnow n012t. Ox0 Glazed Inswing Unit COP-WL=MA0144-02:.. FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a as ❑n 404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: z 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 201, 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: 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 U Oak- W,.,•J'1 AR EK" E.clu.:velF I,am Kraff a <J I;I V IM (:LAtiti LV"1'K 1',u W)N] --T.- Fa,«p,.. Emrr Ooan ✓Vr ii✓�. /llr a April 29. 2002 „m o�.r.❑ o.... Our com.numg program of Droduct improvement makes specilicifi ons. design and Droduct 'M d S O n 1 L e International Corporation detail suDieci to ctunge witnom notice. OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0145.02 FIBERGLASS DOORS o t; lit, Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x IST". Double Door with 2 Sidelites Maximum unit size = 12'0- 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 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: a 0 a0 as 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: a o0 0o n o Lnvj 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' 'This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll O a raft AR EK - 'r<atur<J 1:11ILRGL \SS LN'rRY DOORS Nen.T—. Fb tl—E. peer+ PREM� ?::(.ai.r:.•.• n O.•• April 29. 2002 Masonite International. Corporation OW c.ni n ng 01.011.1 at 0100u0 inVIVemenl makes SOecdiUl,OnS. de5�pn and ploducl 00J., 1u0le0 10 CNnpe .11nW n016<. OXXO Glazed Inswing Unit COP.-WL-MA0145-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as as 3 404 Series 410 Series 109 Series 114,120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 0 0 0 g 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak rft AR � EK'� sV. .d. 'I'.aJ 1 1111: NIeL A\.1 r: rsr Nl ,t)rrr tl(\ —.T..—. E4.rC..a E• ,Dew. April 29.2002 Our t t—ing program of produa in,ii meni mates speahcrides. Design and product derail subject td Change without nonce. Q.. T Dee.. Masonite International Corporation XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 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 Maximum unit size = 6V x 8V 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 for 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 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: MM 0o as 822 Series 1/2 GLASS: a ao 404 Series 108 Series Oak raft AR EK'� t.clul�relr I,om CIISLMC.LAS1 Lt,ir—ODUM] t—T..owW FAWgftu Ewy Deen a 0 April 29,2002 Masonite International Corporation 0m comnw,g i.ogom of p.00ucl ungmvtmenl makes SOCCifiCaighS. d-gn and oe0du0 detail suhlect to CNhge without noi2t. 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-DAOE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). ,�/ &-X 5 State of Florida, Professional Engineer Kurt Balthazar, P.E. — License Number 56533 O ak raft AR 1 EK" W ..oA- ra.0 're•rurr rl t lUl:N(:L All [:-1 t)1)11M.1 -.-Fa ro Ew D. April 29. 2002 pur continuing program or product improvement makes SWitidtbnS. design and product Mai, mpiea to cnange nnow nonce [,du.+.eh from Masonite international Corporation XO or OX 't : Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size = 67 x 8T 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 for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. r 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: ao 00 822 Series 1/2 GLASS: E a as 404 Series 108 Series Oak raft AR k EK' F"M-4..\Is 11t.1 1111—S En D— April 29. 2002 out <om--g proplam of nwtes w-6,alwnid-v aid n—J- 0e1a11 S.Ule(I Id CNnel• wn1— n.,- E-,, f.<lufively Iron m Ow Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: , 3 COP-M-MA0148.02 . 8'0" FISERGLASS DOORS 300 Series r 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 8CC0 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 I Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK" 1'IOLRGLASS UN KY D'111M1 Non-T, w rN.Va EWY Dover MaE� V�n�,✓I.r/i. r. ❑ / �/ //-m April29.2002 Masonite International Corporation Out commuing ,og,an, of Drodun �mDrovemem makes SDecdicatinnS, design and Dtoduct detail suDlect to change w nDut noKe. Ox0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 UZ -- - j, daw, Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Single Door with 2 Sidelites Maximum unit size = 9'0' 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 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-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 00 822 Series n 1:1 00 404 Series 108 Series Oakcraff AR EK" (.<I"aive ly 1 aT N'....A. I IIILKOLA 4} LN rNItaut)N.I —T--t fl.g—fn Doa.. ()RC., ❑ April 29. 2002 M a 5 0 n l t e International Corporation Our co"I'lln, prdpram of ptOduCl improvlmenl mares soe .dial—. aevpn and orodu<I detail subjecl to mange witnow Mob- OXO Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: t,r COP WL-M0149 02 8'0" FIBERGLASS DOORS ice- 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 1-518" 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 I Kurt Balthazor, P.E. — License Number 56533 Oak raff AFf EK`" F,atuJ�elF tram w..o.l- ra n '1'c t.ure.l FISLNe:LASS LNI'Ml" DOORS N T.,e,..aFa,.gh.,Fmrygoon PREM va:'(,✓i i•,. a ��® •+ Ou�iire peer• April 29.2002 Masonite International Corporation Our contmuing program of product Mrovemern makes soKduawns, design and product detail Suhlect to change w0hout notice. OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0150-026 8'0" FIBERGLASS DOORS "w t� b� _ p Q " 0 H�— 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 Maximum 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 for 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 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: 000 as 00 822 Series 1/2 GLASS: n EJ 00 404 Series 108 Series O ak raff AR 1 EK" Eiclu+ively l+om M'....d- 7'e �+u <.1 VIULK6LASS l:l`I'I Y 0011.1 N T.w.vd F6 U. Envy Dean � EIEMDaWc✓1,,ri+r+ ." Oucllty poe++ ❑ April 29. 2002 0=,c ,. 9V,.Qam of pyodun enmovemem mates specaicalmas. des+q.-d modun Masonite International Corporatio n dead Sublecl to CAN ge wi(noul nolice. OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: n� 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-DADS 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 AR1 EW 111 1AHLN(:L,%%N LNI Nl",MM.' 0- PALJYI Dan�n�Ir•/na. a b Our conunwrp trroeram of OroOuCt �mo•ovemml mates specA2alans. Oesipn and proUud 0�• r Daa•. Mason 1 t C I fl t 2 f n d t l O rl a l C o r p o r a t i o n d111.1 SuOKct Id cNnee w 11Uu1 n.,4 XX Glazed Outswing Unit APPROVED ARRANGEMENT: COP•WL-MA0162-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x ST". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure +55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local 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 00 as 00 00 D00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA., 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' 'This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raft AR EK- r 111 li KGLn S% C;n 1.1 UnpNS—.T...—re.er,.. 6wr 0— April 29. 2002 Masonite International Corporation Om c,m.,,mg o,og,am of V,Wau -o—amen makes Soeol. J nS, design am p.odutr aeun suuncl 10 —ne «,mom nolte - XX :."COP WL=MA01.62 02 Glazed FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0a 00_' 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). State of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK'" �,,. •m F l8LI((iLASSLNrkN U01-S Non -Taw.• Fa-0ar EwyDow. PREM CV?;' 11"&,e, 9 April 29. 2002 Our Continuing oroggm of orodl Anorovemenl makes SWi+ilaliens. design and orodu[I M a s o n i t e International Corporation delda suDlecl to change "nhow hobct. XX Glazed Outswing Unit APPROVED ARRANGEMENT: H. 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door Maximum unit size = 6T x 8T 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 local 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: 11111 no nn 822 Series 1/2 GLASS: a nn 404 Series 0akQraff AR 4 EK" 1'18URGLASS E:NI V V00.5 nlon-T .u,nA r4..C... Enrry Doer April 29. 2002 Our conanwng program of produn mprovemem mates sptt lKnrons. Oesgn and product dead suOlea 10 charge Wnhoul nonce _ 108 Series E.<lerively Irom m o.. y oeo.r Masonite International Corporation IF 4 I!Z A L sseACRYLIC GLASS MI 1 A t 6' ACIMIC UTES0-8 AVAL/BLE ( SECTION B-8) 3 (5) INIERMEDATE STYES FOR I6' WIDE � DOOR - A L>REEDT1HWi+/iET �sNY (A�aD�NGAJAI) REV. NO. 1 iffi=7111 lFwMEM-111 ffl�l C 2 REVISIONS E: DATE: ECN NO. APPVD: I DESCRIPTION 11/00 - MWW I OTY (t) WAS (2) FOR TRACK BOLT - HORIZONTAL TRACK SUPPORT By _ 20 G mm. END SIRES ATTACHED TO DOOR ODOR INSTALLER (TO SUM SKIN WITH PATENTED TOO-L-LAC SYSTEM crop. BOTTOM k CENTER). VIEW *8 �• 13 G GALV. ro 51EiTAO BRIN AG W FICA FASTENED WOOD 4" 11N (3) 5/I6'x1-5/e• Wow LAD SCREWS LISTEDDnN . Kx, LAN M' S gg AVAILABLE AS AN OPTION NEW 'C' X WHOGW EI 2• GA.Y. THICKNESS: TRICK. - e.. Y. TRACK TMCKNE55:.060' • t (DOUR POSITION )�Q Z TTP. 2-1/21G 12 GALV. STEEL MUCK BRACKET. TWO POINT LOCKING g (4) TRACK BPACKETS PER SIDE. ry u$ LHR TOP BRACKET _ REPORT�9606C HORIZONTAL 3' �20 G U-BARS. LKY.HEADROOM OPTION = U-BARS IN 2-1-2-1 PATTERN O.E. TWO U-&RS' ON BOTOM SECTION, ONE U-BARS ON NEXT SECTION, ETC.) /I4.5/6' SHEET METAL SCREWS -LOCATION OF t I - 40 A OPTIONAL OUTSIDE KEYED LOCH POSITION OPTIONAL VENTS 1 MAX. DOOR WIDTH 16*-0' 9��---wllpw;c= . ,14 GA END HINGES INIFRMF'IfATF HINC r. NOTE 1• 1 2.3 TAG SCREYR ON 1.41019 DOORS UP TO 7'-0' HIGH CONSIST OF (4) SECTORS (SHOWN . FRONT FRAME wRH U.V. WASHER REQUIRE. LAG SCREWS LAY BE COIMFRSLKK DOORS OVER 7'-0. HILL CONSIST OF (5) SECTIONS (NOT SIOWt/). COATING ON OUTSIDE SURFACE. (BUT NUT REQUIRED) TO PROVIDE A FISH MOUNTING - STOP MOULDING BY DOOR NSTALLFR (TO SUIT) SURFACE HORIZONTAL JAMBS 00 HOT TRANSFER LOAD. 2.6 YELLOW PNE JAMMB 20 G YIN. CAM STEEL ENO STILE n -1 2• THICK 1/BSS9 GLASS RYLIC LITE JiE �� .. 7T. 20 G OILY. STEEL INTER. STILEMOLDED INSIDE 12W. CAMCKLITE RETAINER - BRACKETSFASTENED TMB23 G MIN. STEEL /e.3/4' PAN HEAD SCREWSKIN COATED WITHG-{OMIN(10SCREWS PER UTE) 3 8.{ EEVE ANabRS oN 21 CENTERS (C-90 W(TH ONE S/18 PER T ET.GALVANIZING, BAKED -ON PRIMER. aLDar) OR 24CE(ITRS (2,000 P9 4W. CONGET� OR PETt T7UANDA BAKED -ON POLYESTER ,'R ROL TTOP COAT APPLIED TO BOTH SNM UTCN ENGAGES WASIEl6 YICLUOED WI1H FASTENER (ONE PFR ROLLER) 18 G GALV. STEELCENTERSIDES Of STEEL SKIN, 12 G GALV. $TEFL TOP ONTO TPALK. SHELVEAHIJIORSTO INTER. SIRE$ ROLLER BRACKET. EACH ONE SNAP UTCH ON WRX TAPCONS. ANCHORS MAY BE COUNTERSUNK 2' CAM STEEL TRACK TO is G CALV. STEII. ROLLER MINCE1{3 8•STREETMETAL({) FiILH SIDE OA DOOR. BIT NOT PEOUNFED) 10 PROVIDE A FLUSH 12 G GILV. 51E.EL 7RAIS fASTE1ED 10 ENO SIRESEACH/IMFR. STYE ( TRACK ATTACHED TO EAET I'M/14.5/8• SHEET META_ MOUNTINGSURFACE HORIZONTAL JAMBS 00 NOT r�H ONE 1/4'.S/8• irt �{) IJ{•.3/4 SERF TAPPING 5M7tEW5 PER END HINGE SHIP LAP JOINTS. SSCCRREWS. TRANSFER LOAD. OR TWO 1/4" DLL RIYES. . OUTSI� KEYED � HAIOIE END END 2. OIA SHORT STEM, 10 BALL STEEL ROLLER. EN G GE STEEL STILE STAR CONFl[lIRATNIN MARK WESTSFIELD. P.E. END HINGE EACH FASTEN/ 4) END INTERsnLE PREPARATION OF JAMBS BY DRIERS SECTION [-C FLORIDNORTH ARO NA 95 STAGES W/(4) /14.5/8' INSIDE NA/OlE mLL NOE[TII CMOINN P.E.P.E /23e32 SHEET METAL SCREWS 3' TALL U-BNR (4) SELF [Y_H'SIOF KFYFO NIX:K EOCI( BAR 20 CA.T SCREWS. GLV. STEEL TAPPING SCREWS. 4HAP oral LnKx Kn1Kw TKES IN DESIGN LOADS: +24.0 PSF & -24.5 PSF 41H. YEYTRACK D STRENGTH: 50 KSI OUTSIDE EACH SIDE Nu BTMTHENRESPO NNSIBIL Y O RTING STRUCTURAL ELEMENTS PROFESSIONAL OF TEST LOADS: +36.0 PSF dK -37.0 PSF L� 3 3' TALL . 20 G CALV. STEEL U-BARS END SLIDE BOLT HANDLE OF GOOF. RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE - WITH CURRENT BUILDING COOES TOR THE LOADS LISTED 014 IRA7K1/L /IWT.WS IRE 9CMNED N H1C W A 2-1-2-1 PATTERN I.E. TWO U-BARS SnLE LACK ENGAGES THIS DRAWING, .N 1lix A AMA® SFAS (Om53). PART NO.: I -7/8' � ON BOTTOM SECTOR, ONFf D-BIN ON NDO INTO VEONE U.N.. Stated Oth—i.. 3t2 Walnut SL SATs 1600 T SIT; T/4 3G)4' S� TIPPING" L ON C -- �l° IDEAL Cinc nnD ON 45202 PER SnIE LOCATION. EACH SIDE a CLOPAY 1IUYDING PR000CTS CO. TOLERANCES an Td. N. 1-$t3- 45202 OF eN= a.do..a, a.w a.PYaw .0 - t.03 WAiiii mo mm Fa NI. 1-513-762-3519 �Ajx 00 mad. ar.i.Il. a SECTION A -A (SIDE NFwI "`HOCK .Nm.at n. Pd.r �.n..n di"ttM L Fa — a .00 t.015 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD ees.w u:. IoNkw anY —A N .000 :,005 13 G CALV. STEEL BOTTOM BRACKET. A*Xty Nw all dam.ga —1 �� = t Nw1 DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. ATTACHED WITH (2) /14..5/8• SHEET METAL SCREWS. � I— rWOnq MhNarom. R s UMINUNYL EXTWEARUSION (Jr Third Angle - Degrees = t l/2 CHECKED BY: MWW GATE: 4/18/00 SHEET 1 OF 1 SIZE LJ Projection Unle.a Stated OUenrim DIMENSIONS ARE IN INCHES. DWG. NO.: 102138 REV. NO. 1 rw7l I IF =-- I I I 1 11 E C IV A MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN) LISTED OPTIONAL OS8 GLASS OR 1 /8" ACRYLIC UTES AVAILABLE (SEE SECTION 8-B) (1) INTERMEDIATE STILE ATTACHED W TOG-L-LOG (70P & B0T . ENO STILES ATTACHED TO DOOR 20 GA. MINSKIN AND URETHAN ADHESIVE (ALONG CENTER) WITH L-LOG SYSTEM r.,_ .-� A TOP, BOTTOM& CENTER).NTED A Q REPORT#9606C x I 25 GA MIN. GALV./ Fw LOCK POSITION (BOTH SIDES) STEEL SKIN COATED WITH A BAKED -ON PRIMER TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP OAT APPLIED TO BOTH DES OF STEEL SKIN. {1 ONE 3TALL x / 20 GA U-BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLT I STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE M OP ON�ALnON OF '—""� A OPTIONAL OUTSIDE KEYED LOCK POSITION LOCK ON EACH SIDE OF DOOR. MAX. DOOR WIDTH 9'0" O j14x5/8" SHEET METAL SCREWS INSIDE SUDE BOLT LOCK OPTION NOTE I. DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0' HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). C REVISIONS REV. NO.! ZONE: 1 DATE: i EC! NO. APPVD: DESCRIPTION 1 A4 II/OD CITY (1) WAS (2) FOR TRACK BOLT 4" 3" TALL U-BAR 20 GA GALV. STEEL -d 3' ` 1-7/TB"-8- )� GA CSTEEL TOP ROLLER BRACKET FitCFI BRACKET ATTACHED W/(3) /14x5/3' SHFET METAL scREws.tE P TAP JOINTS. U w x "- 14 GA GALV. STEEL END HINGE. EACH FASTENED TO END STILESW/ 4) 14x5 e' i &&(4) 11/4-.3/4' SELF TAPPING SCREWS. x HORIZONTAL TRACK SUPPORT BY lI I DOOR INSTALLER TO SUIT)D 13 GA GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1-5/8' WOOD LAG SCREWS. NOTE: DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION ;T-6 OOR IGHT "L" � 2" GALV. STEEL TRACK, 76 -6 76MIN. TRACK THICKNESS: .060" _g -0 88 3" TALL x zo GA. cALv. i -TYP. 2-1/2"x12 GA GAI N. STEEL TRACK BRACKET. sim -BAR ONE ONE U-BAR . i. (4) TRACK BRACKETS PER SIDE. PER SECTION. EACH U-BAR ATTACHED W WTDH TWO t/4'x3/4' sE1F TAPPING o LHR TOP BRACKET SCREWS PER SOIE lOGT10T/. DOUBLE HORIZONTAL TRACK FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE DOUBLE TRACK 13 CA GALA. STEEL BOTTOM LOW HEADROOM OPTION O O VERTICAL JMIB ATTACHMENT (}VOOD FRAME BUILDINGS): BRACKET. ATTACHED WITH TWO n n 1/4"x3/4" SELF //2"x3" LAG SCREWS ON 24 CENTERS: 1" O.D. MIN, /14x5/8 SHEET METAL SCREWS. I , 11 OPTIONAL 10 SCREW WASHER REQUIRED. LAG SCREWS MAY 8E COUNTERSUNK SSB CLtSlTAPPING SCREWS. ALuuwuM EXTRUSIONi/8"ACRYWINDOW LIT 14 GA END HINGES 18 CA INTERMEDIATE HINGE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING & YWYL WEATHERSTRIP. SECTION IT ___ SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6 YELLOW PINE JAMB 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/I6'x1-5/8' 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"x5/8" BOLT & NUT OR TWO 1/4" DIA. RIVETS. STOP MOULDING BY DOOR INSTALLER (TO SUIT r-20 GA. MIN. GALV. STEEL END STILE SECTION A -A (SIDE NEWT /8x3/4' PAN HEAD SCREW r1� VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR (10 SCREWS PER LffE) ENO VERTICAL PSI MIN. CONCRETE COLUMN): MOLDED INSIDE I STILE 3/8"x4" SLEEVE ANCHORS ON 24 CENTERS (BOTH LITE RETAINER INTER. C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR r SNAP LATCH ENGAGES STILE 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 20 CA. GALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, O.D. MIN. WASHERS REQUIRED WITH . ANCHORS MAY BE COUNTERSUNK INTER. STILE NOT REQUIRED) (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OUTSIDE KEYED HANDLE 18 GA GALA. STEEL CENTER HINGE FASTENED TO INTER. STILES W/(4) 114x5/8' SHEET METAL SCREW$ 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES EACH W/(4) 14x5/8' SHEET METAL SCREWS AND 4) 1/4"0/4" SELF TAPPING SCREWS PER END HINGE. PREPARATION OF JAMBS `2 DUl SHORT STEM, 10 BALL STEEL ROLLER. JAMB ESiSL_NCON IGUFIGS RATIONCONFIGURATION SECS C(ijQ�N C-CC-C NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD, P.E.WITH CURRENT HIS DRAWING. BUILDING CODES FOR THE LOADS LISTED ON FLORIDA P.E. 148495 NORTH CAROLINA P.E. 123832 l 4 3 ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE END STILE OUTSIDE KEYED LOCK LOCK BAR LOCKING LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. C INSIDE HANDLE DESIGN LOADS: +25.0 P.S.F. &-32.0 P.S.F. OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. MOW. MA.,tIGf NC Snm N 91L xrsn tdeossl. PART NO.: - ^ raT¢ U,9— Stetad Ott.,.!. 312 W*M SL S b I6M A. 'ra Y a PRmu�T°`"�ca TOLERANCES.. IDEAL Cincinnati OH 45202 W m"t x.,4, m . mt a fi+e...a....a a,oka . .0 - 1:.03 T& N. I-W-381-1800 Wa•a OourisL Fa No. 1-513-762-3519 wd.W.. or e.tde„t.a .00 = t.015 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD ro..rw ttJ. nwc. n,ar n.Wt x Ti.4T:ly T« «„ aa,.,a. ..4 I� �� .000 l.005 0000 = 1.001 Da reel t 1 T 9 / DRAWN BY: BMM DATE: 4/16/00 SCALE: NTS DWG. CHECKED BY: Mww DATE: 4/18/00 SHEET 1 OF 1 SIZE Third Mgle Projection ' - UpDyoNS ARr. w oHcHEs. DWG. NO.: 102137 REV. NO. 1 2 ^nfiaavr r ,� I 'Gi '1 600A-2001 .t` FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879 4011111111MI Builder: DR HORTON Address: ��t �r-�cc_ Permitting Office: City, State: �t Ql�t�, PC._ 3_,R'4-+a Permit Number: owner: D. V_ - V\PQ--VDk3 Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/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 (ft2) 2872 ft2 c. N/A T. Glass area & type _ _ a. Clear - single pane 310.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 60.0 kBtu/hr _ ct ,-'indother SHGC =single pane 0.0 ft2 _ HSPF: 8.25 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) It _ a N/A _ b. Raised Wood, Adjacent R=11.0, 460.0W _ _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 876.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 785.0 ft2 _ b. N/A _ c. Frame, Wood, Adjacent R=11.0, 622.0 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, 2091.0 ft2 _ 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: Una AH: Interior Sup. R=6.0, 320.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33937 Total base points: 38807 ASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:S���. DATE: 03.02 t hereby certify that this building, as designed, is in compliance with`66 Florida Energy Code. �OWN ER/AGENT:cy'Lcz DATE: �A 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: 04 ZHE ST,9pFOA.s+ d EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR .TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES. Area X BSPM = Points . Type R-Value Area X SPM X SCM = Points Under Attic 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 .2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 173.0(p) -31.8 -5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p -31.70 -5484.1 Raised 460.0 -3.43 -1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: -7079.2 1 As -Built Total: 633.0 -4656.1 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 . Summer Base Points: 55516.3 Summer As -Built Points: 61313.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier . Points Component Ratio Multiplier . Multiplier . Multiplier Points (DM x DSM x AHU) 61313.1 1.000 (1.087 x 1.150 x 0.90) 0.283 0.950 18544.5 55516.3 0.4266 23683.2 61313.1 1.00 1.125 0.283 0.950 18544.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®lFIaRES'2001 FLRCSB v3.2 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 = Point .18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 .15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 ' Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S . 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 173.0(p) -1.9 -328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p -2.40 -415.2 Raised 460.0 -0.20 -92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: -420.7 1 As -Built Total: 633.0 412.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2872.0 -0.28 -804.2 2872.0 -0.28 -804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 Total Winter X Points System Multiplier = Heating -Points Total X Component Cap Ratio X Duct X System. X Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Heating Points 7758.4 0.6274 4867.6j 10832.4 10832.4 1.000 1.00 (1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 f. ORM 600A-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 23683 4868 10256 38807 1.8544 4898 10495 33937 r^. PASS yO�,VRE ST,9?�O� C * � c �oD WEIL EnergyGauge'rm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 y: 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 barner.: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. RA-99 nTHFR PRFSCRIPTIVF MFASI IRFS /meet ho mn4 nr aw-aa tari his nil rnciAnnnec- 1 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 efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical.equipment and plenum chambers<shall be mechanically attached, sealed, insulated; and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate .readil: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 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ' v V ' ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c.. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New - 12. Cooling systems Single family - a. Central Unit 1 - 4 - b. N/A No _ 2872 ft2 c. N/A 319.0 ft2 _ 13. Heating systems 0.0 ft2 - a. Electric Heat Pump 0.0 ft2 - 0.0 ft2 b. N/A R=5.0, 173.0(p) ft - c. N/A R=11.0, 460.0ft2 - 14. Hot water systems _ a. Electric Resistance R=3.0, 876.0 ft2 _ R=11.0, 785.0 ft2 _ b. N/A R=11.0, 622.0 ft2 _ _ c. Conservation credits (HR-Heat recovery, Solar - DHP-Dedicated heat pump) R=19.0, 2091.0 ft2 15. HVAC credits - (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, - PT -Programmable Thermostat, Sup. R=6.0, 320.0 ft - RB-Attic radiant barrier, MZ-C-Multizone. cooling, MZ-H-Multizone heating) I certify that this home .has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in thishomebefore final inspection. Otherwise, a.new.EPL Display Card will be completed based on installed Code compliant features. Builder Signature: co Date: Address of New Home: aff� G L DISC C L.t p . City/FL Zip: S/U.1FQ�l7j FL .'� Cap: 60.0 kBtu/hr - SEER:12.05 - Cap: 60.0 kBtu/hr - HSPF:8.25 - Cap: 50.0 gallons - EF: 0.86 PT, - *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPADOE Energy Star""designation), your home may qual Jy for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) a For: DR HORTON Notes: ,._ r k e x �nmtnoon,#s Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF • Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 40970 Btuh Structure 35571 Btuh Ventilation air 0 cfm Ventilation 1485 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 40970 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 36315 Btuh Method .simplified _Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1150 Btuh Ventilation 2212 Btuh Heating Cooling Infiltration 4526 Btuh Area (ft2) 2872 2872 Total latent equip. load 7888 Btuh Volume (ft3) 22976 22976 Air changes/hour 0.70 0.40 Total equipment load 44203 Btuh Equiv. AVF (cfm) 269 153 Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency 8.4 HSPF Efficiency 10.0 EER Heating input Sensible cooling 40600 Btuh Heating.output 0 Btuh @ 47°F Latent cooling 17400 Btuh Heating temp rise 0 OF Total cooling 58000 Btuh Actual heating fan 0 cfm Actual cooling fan 1933 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.054 cfm/Btuh Space thermostat Load sensible heat ratio 82 % Bolcritalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right-SuRe ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACC, E:1Filesldhwrton\2879\2879REVD.rsr Page 1 I V RIGHT-J CALCULATION PROCEDURES. A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 ft3 x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 cfm x 32 °F Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 355 ft2 Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 W x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 °F Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 153 cfm = 4526 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 35571 Btuh Sum of ventilation and structure loads = 37056 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible _ 36315 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 7888 Btuh "Construction Quality is: a No. of Fireplaces is: 0 i Bo ldritalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. VVngiYt501t Right -Suite Residential TM 5.0.64 RSR26015 2002-Feb-28 13:29:06 /m E:\Files\drhorton\2879\2879REVD.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-97 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 LIV/DIN/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1. 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM WIC SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 cl ti wrlghtsoft Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:\Files\drhorton\2879\2879REVD.rsr Page 1 F BEDRM 4 a n l sw b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 15.0 1.9 BEDRM 3 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 wrightsoft Right -Suite Residential TM 5.0.64 RSR26015 /CCK E:\Filesldrhorton12879\2879REVD.rsr 2002-Feb-28 13:29:06 Page 2 RIGHT-J WORKSHEET • Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHNUHL J: tin to. 1 Name of room Entire House LIV/DIN/FOY LAUNDRY RM WIC 2 Length of exposed wall 314.5 ft 61.5 ft 11.0 ft 19.0 ft 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 fti heat/cool 8.0 ft heat/cool 8.0 It i heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft2) Htg I Clg (ft2) Htg Clg (ft2) Htg I Clg (ft2) Htg Clg 5 Gross a 14B 4.6 2.1 1028 *`*' '*`* 284 `"" "" 0 "" 88 Exposed b 12C 2.9 1.9 1000 "** "" 64 "'" •"` 0 "`" :*" 0 walls and c 13C 3.2 1.2 552 "" *"' 144 "" "" 88 "*' "" 64 partitions d 0.0 0.0 0 "*' *"` 0 „„ '„' 0 „*' :"' 0 e 0.0 0.0 0 „„ „,. 0 .,,, ,,,, 0 ..., ,,., 0 6 Windows and a 1C 37.0 •• 264 9757 "" 71 2624 " ' 0 0 - 0 0 glass doors b 8C 37.0 53 1959 "" 0 0 "" 0 0 - 0 0 Heating c 9C 38.7 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 7 Windows and North 27.6 9 " ` 261 0 '*"' 0 0 "*" 0 0 "" 0 glass doors NE/NW 51.4 88 "" 4525 48 "" 2259 0 0 0 "" 0 Cooling E/W 0.0 0 "" 0 0 "" 0 0"*' 0 0 "" 0 SE/SW 54.3 220 "" 11927 23 "*' 1090 0 "`* 0 0 "`" 0 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 11 A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 01 0 0 01 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 862 3972 1775 229 1055 472 0 0 0 88 406 181 exposed b 12C 2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 0 walls and c 13C 3.2 1.2 534 1682 625 144 454 168 70 221 82 64 202 75 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 2134 3619 4750 '420 1712 935 0 0 0 0 0 0 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 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 01 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 233 3050 0 62 807 0 11 144 0 19 249 0 (Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.6 8.6 355 9454 3039 91 2424 779 18 479 154 0 0 0 13 Subtotal loss=6+8..+11+12 *'«, 37246 "*' "•' 8592 '*"' '*" 1184 "" "" 856 Less external heating "" 0 "" "`" 0 "'« "" 0 "" "" 0 Less transfer "'* 0 ' *' "" 0 "" "" 0 "" "*` 0 14 Duct loss 10°/ 3725 ":' 10°/ 859 "" 10°/ 118 "'" 10°/ 86 15 Total loss = 13+14 - 40970 "** "" 9451 "" •`«' 1302 "" "" 942 16 Int gains: People @ 300 5 "" 1500 0 "" 0 0 "" 0 0 "'* 0 Appl. @ 1200 2 '„' 1800 .0 "" . 0 1 „'• 600 0 „„ 0 17 Subtot RSH gain=7+8..+12+16 "" *«*" 32337 '*': "`• 6052 "`: '*«` 1065 "„ '*" 256 Less external cooling "" "" 0 "" "`" 0 "" "" 0 `*" "" 0 Less transfer "*" 0 "'* «"' 0 "" "" 0 "" "" 0 18 Duct gain 10°/ 3234 10°/ "`" 605 10°/ "" 107 10% ""' 26 19 Total RSH gain=(17+18)*PLF 1.00 35571 1.00 "" 6657 1.00 ««*" 1172 1.00 "" 282 20 Air required (cfm) *`*` 0 1933 "**« 0 362 "" 0 64 "" 0 15 r Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrtrght50ft RightSuite ResiderrtialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 /CCA E:tFilestdrhorton12879\2879REVD.rsr Page 1 i r- r RIGHT-J WORKSHEET x� Entire House DEL AIR HEATING,AIR CONDITIONINGA Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE. STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: /th td. 1 Name of room SITTING RM MASTER BATH MASTER BEDRM MASTER HALL BATH 2 Length of exposed wall 10.0 ft 11.0 ft 13.0 ft 0.0 It 3 Room dimensions 10.0 x 10.0 ft 10.0 x 11.0 ft 13.0 x 21.0 ft 6.0 x 5.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heat/cool 8.0 fti heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft2) Htg Clg (ft2) Htg I Clg (W) Htg I Clg (f:2) Htg Clg 5 Gross a 14B 4.6 2.1 80 "'*' "" 88 "" "'* 104 *'** `**' 0 Exposed b 12C 2.9 1.9 0 "" ,,,, 0 *,•, ««*• 0 «•,• •,,• 0 • ** «,.« walls and c 13C 3.2 1.2 0 "" "" 0 "*` `"" 0 "" `* 0 partitions d 0.0 0.0 0 "" '*" 0 "*' "" 0 '*" 0 If 0.0 0.0 0 ,,,. «,., 0 .,, .«.. 0 ,.,, .*., 0 6 Windows and a 1C 37.0 16 591 '*" 16 591 *" 16 591 **" 0 0 glass doors b 8C 37.0 " 0 0 0 .0 0 0 0 0 Heating c 9C 38.7 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 27.6 0 "'*' 0 0**" 0 0 "'"* 0 0 "'* 0 glass doors NE/NW 51.4 0 "*' 0 0 "" 0 0 "" 0 0 *"" 0 Cooling E/W 0.0 0 ""' 0 0 `"" 0 0 "*' 0 0'"" 0 SE/SW 54.3 16 "*' 758 16 **" 758 16 "** 758 0 '**' 0 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 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 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 9 Net a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0 exposed b 12C 2.9 1.9 0 0 0 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 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 .0 0 0 0 0 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 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0 (Note: room to 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 .0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 :0 0 0 0 .0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.6 8.6 16 426 137 16 426 -137 16 '426 -.137 0 0 0 13 Subtotal loss=6+8..+11+12 "'* 1444 "" ':" 1494 "" *"' 1594 "" "" 0 Less extemal heating "'" 0 "" "" 0 "" "" 0 '*" "" 0 Less transfer 0 *" * '"*` 0 "" 0 0 14 Duct loss 10 °/ 144 '*'* 10 °/ 149 "* 10°/ 159 ":' 10 °/ 0 15 Total loss = 13+14 - 1588 "" "" 1643 "" -- 1753 "'* "" 0 '**" 16 Int. gains: People @ 300 0 ""' 0 0 - 0 1 "'* 300 0 - 0 Appl. @ 1200 0 "'" 0 0 .- 0 0."' 0 0.««,« 0 17 ' Subtot RSH gain=7+8..+12+16 "" "" 1027 "" - 1(w "" *"' 1377 "" "** 0 Less extemal cooling """ '*'" 0 "" "** 0 0 Less transfer -- .««« 0 «« .««: 0 „««. «.,: 0 ,**. +"•• 0 18 Duct gain 10°/ *"* 103 10°/ "" 104 10°/ "** 138 10°/ "" 0 19 Total RSH gain=(17+18)'PLF 1.00 `* ' 1130 1.00' "" 1148 1.00 "'* 1514 1.00 "" 0 20 Air required (cfm) - 0 611 0 62 "" 0 82 "" 0 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. .� wrtiC�l 1t50fY RightSuite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCP, E:\Files\drhorton\2879\2879REVD.rsr Page 2 . 1• RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RM 2 Length of exposed wall 36.0 ft 12.0 ft 28.0 ft 11.0 ft 3 Room dimensions 17.0 x 19.0 ft 12.0 x 17.0 ft 16.0 x 12.0 ft 11.0 x 13.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8-0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft2) Htg Cig (ft) Htg Clg (ft2) Htg I Clg (ft') Htg Clg 5 Gross a 14B 4.6 2A 288 **** "*** 96 "**" `*"" 0 `**" '"*` 0 Exposed b 12C 2.9 1.9 64 **„ "„ 0 ,«,« «* « 96 ,,,, ,,•, 0 walls and c 13C 3.2 1.2 0 "" "" 0 "" '*" 128 "" *"` 88 partitions d 0.0 0.0 0 '**" '"*" 0 **** **" 0 **** * '* 0 f 0.0 0.0 .0 ,,,, ,,,, 0 «„ ,,,, 0 .,,, ,,,, 0 6 Windows and a 1C 37.0 *' 0 0 "" 10 370 *`" 15 554 "*' 0 0 ** glass doors b 8C 37.0 '" 53 1959 "**' 0 0 " 0 0 0 0 '*** Heating c 9C 38.7 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 27.6 0 "'*' 0 0 "' 0 0 "*' 0 0 "" 0 glass doors NE/NW 51.4 0 '*" 0 10 *"*" 394 0 '"" 0 0 "" 0 Cooling ENV 0.0 0"*' 0 0*"** 0 0**** 0 0 "** 0 SE/SW 54.3 53 *"' 2512 0 "'* 0 15 *"' 711 0 **' 0 South 0.0 0 '**' 0 0 '"" 0 0 "" 0 0 '*'* 0 Horz 0.0 0`**' 0 0"** 0 0 '*" 0 0 *`*' 0 8 Otherdoors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 .0 b 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 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 exposed b 12C 2.9 1.9 64 184 124 0 0 .0 81 233 157 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103 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 2.2 323 548 719 .204 346 454 192 326 427 143 243 318 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 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0 (Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 .0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 .0 0 0 0 0 0 0 0 0 Floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.6 1 8.6 53 14111 454 10 266 86 15 ' 399 z'1281 0 0 0 13 Subtotal loss=6+8..+11+12 ***' 5658 "*" '*" 1536 **" *::" 1916 **"* "" 520 Less external heating "" 0 - `"" 0 """ **" 0 `*" *' 0 **`* Less transfer **** 0 "*"* "" 0 **" ""* 0 '" ' "** 0 14 Duct loss 10 °/ 566 "" 10 °/ 154 ***` 10% 192 "" 10 % 52 15 Total loss = 13+14 "** 6223 "*' :"*: 1689 "*' "*` 2108 "" *'** 572 16 Int. gains: People @ 300 4 "" 1200 0 - 0 0 '*** 0 0 - 0 Appl. @ 1200 0 "*' 0 1 "'* 1200 0 ""` 0 0 "" 0 17 Subtot RSH gain=7+8..+12+16 `*" "" 5493 "" ""' 2311 '"* '*" 1574 '"" "" 421 Less external cooling ~'• *", 0 0 «H« .... 0 :«:« ,,,, 0 Less transfer * " "* 0 *"' ""' 0 '"'" "*" 0 '* ' `*" 0 18 Duct gain 10°/ 549 10°/ *"" 231 10°/ '*" 157 10°/ '*" 42 19 Total RSH gain=(17+18)*PLF 1.00 6043 1.00 " ' 2542 1.00 "" 1731 1.00: "'* 463 20 Air required (cfm) 0 328 '*** 0 138 '"** 0 94 - 0 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�g1 �tsoFt Right -Suite ResideribalTA1 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCp, E:\Files\drhorton\2879\2879REVD.rsr Page 3 RIGHT-J WORKSHEET r Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 y 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: /tn La. 1 Name of room ACTIVITY RM BEDRM 4 BEDRM 3 2 Length of exposed wall 59.0 ft 15.0 ft 28.0 ft 3 Room dimensions 25.5 x 20.0 ft 15.0 x 10.0 ft 16.0 x 12.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area . Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Clg (ft) Htg I Clg (ft) Htg Clg (ft') Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 '"' "" 0 "'~ 0 Exposed b 12C 2.9 1.9 432 "" ""' 120 ~"' """ 224 walls and c 13C 3.2 1.2 40 "*' "~` 0 ' *'"* '~" 0 partitions d 0.0 0.0 0 "" ""' 0 "" "" 0 e0.0 0.0 0 ««.« .««« 0 .««, ...« 0 6 Windows and a 1C 37.0 "' 90 3326 *`*` 15 554 **'* 15 554 glass doors b 8C 37.0 0 0•", 0 0 '• 0 0 Heating c 9C 38.7 0 0 "" 0 0 --- ' 0 0" e 0.0 " 0 0 "`* 0 0 "" 0 f 0.0 " 0 0 "" 0 0 *"' 0 0 7 `Windows and North 27.6 8 "*` 222 2 "" 39 0 - 0 glass doors NE/NW 51.4 30 '*" 1872 0 "" 0 0 - 0 Cooling E/W 0.0 0'*" 0 0 '*" 0 0 "" 0 SE/SW 54.3 52 *'~' 4006 13 "** 621 15 '~" 711 South 0.0 0 ~"~ 0 0 "" 0 0 "" 0 Horz 0.0 0 "" 0 0 "'* 0 0 "" 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 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 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406 walls and c 13C 3.2 1.2 40 126 47 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 2.2 510 865 1135 150 254 334 192 326 427 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 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 01 0 0 0 0 11 Floors a 22B 13.1 0.0 59 774 0 0 0 0 0 0 0 (Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 1.0 is displ. d 0.0 0.0 0 0 0 0 0 0 _ 0 0 0 for slab e- 0.0 0.0 0 0 0 0 0 0 0 0 70 floors) f 0.0 0.0 0 0 0 0 0 0 :0 0 0 12 Infiltration a . 26.6 8.6 90 2397 7701 15 399 128 15 399 128 13 Subtotal loss=6+8..+11+12 "" 9062 "" "'* 1511 "*` * 1881 Less external heating *"" 0 "" '*" 0 "" "" 0 Less transfer `*" 0 **** *"' 0 *"' `**` 0 14 Duct loss 10°/ 906 ":' 10°/ 151 `*** 10°/ 188 - 15 Total loss=13+14 - 9968 "`~ ""' 1662 "" *"*` 2070 '*'* 16 Int. gains: People @ 300 0 *"' 0 0 '*** 0 0 '*`* 0 Appl. @ 1200 0"*• 0 0 '*'« 0 0 "*' 0 **** 17 Subtot RSH gain=7+8..+12+16 "`" *"' 8718 "*' "" 1326 '*" '*" 1673 Less external cooling *"' 0 ***~ "*" 0 "*' '*~' 0 "": •~~' Less transfer "'~ " ' 0 "`* "" 0 "" "`* 0 18 Duct gain 100 872 10°/ '**' 133 10°/ - 167 19 Total RSH gain=(17+18)*PLF 1.00 "" 9590 1.00, `*** 1459 1.00 - 1840 20 Air required (cfm) 0 521 - 0 79 "" 0 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrraghtsoirt Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 ,RCN E:\Files\drhorton\2879\2879REVD.rsr Page 4 A h BUILDER: D R H❑RT❑N .^ PLAN : 2879 LOT SUBDIVISION DATE: 8/29/97 DRAWN BY: DOH r r a w REVISIONS Pa fir DATE BY Heatlnq, Air Candltloninq & Pefrigeratimjru:. / 0 7 / 9 7 MH 109 Cawerce Street 0/16/00 JSC 5A6 1101 LaLe Mxq FI, 32-796-6206 Pha,e, 90-7-831-2665 Y � MiTeke March 15, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331.4627 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 : I4421339 thru I4421366. Total : 28 drawings. Job :DR28791) Builder :DR. HORTON Location :BAKERS CROSSING, LOT County :SEA :INOLE 41 l 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 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 28 Truss drawing. 2) Truss Index. March 15, 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 ANSVTPI 1-1995 Sec.2. Ys.. TRUSScINDEX; OF JOB DR2879D Trusses included=28 0,"\DR2879D\a.tre" 14421339 1,'1DR2879D\a11.tre" 14421340 2,"\DR2879D\a7.tre" 14421341 3,"\DR2879D\a9.tre" 14421342 4,"\DR2879D\agab.tre" 14421343 5,"\DR2879D\b1.tre" 14421344 6,"\DR2879D\bgab.tre" 14421345 7,"\DR2879D\bgab2.tre" 14421346 8,"\DR2879D\c.tre" 14421347 9,"\DR2879D\cgab.tre" 14421348 10,"\DR2879D\d.tre" 14421349 11,'1DR2879D\dgab.tre" 14421350 12,"\DR2879D\dgab2.tre" 14421351 13,"\DR2879D\e.tre" 14421352 14,"\DR2879D\e1.tre" 14421353 15,"\DR2879D\f19Are" 1 4421354 16,'1DR2879D\f22.tre" 14421355 17,'1DR2879D\f22a.tre" 14421356 18,"\DR2879D\f23.tre" 1,4421357 19,"\DR2879D\fg.tre" 14421358 20,"\DR2879D\j.tre" 14421359 21,"\DR2879D\k.tre" 14421360 22,"\DR2879D\k1.tre" 14421361 23,'1DR2879D\I.tre" 14421362 24,"\DR2879D\11.tre" 14421363 25,"\DR2879D\rnAre" 14421364 26,'1DR2879D\m1.tre" 14421365 27,"\DR2879D\s.tre" 14421366 14421367 `" * No. 4.5161 �3yA>�T I1'r iiEdF �. OR January 27, 2003 ® WARNING - VerVy design pararnetere and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss fiffl 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 bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, eiectlon and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M eTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. I i 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, *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 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 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 ca WEBS J5 O _ o O U a 1+ti u U O r- n. ce c7 cs 00 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 LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N -- Nil MiTek® TM PANEL CLIP N GAG-NAJL ® #fYDR0.A1R ®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 at joint locations, 4. Unless otherwise noted, locate chord splices 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, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job_ Truss Truss Type Qty Ply HORTON DR2879D ' A ROOF TRUSS 19 1 14421339 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:21 2003 Page 1 -1-0-0 6-0-12 11-7-0 17-1-4 23-2-0 1-0-0 6-0-12 5-6-4 5-6-4 6-0-12 - Scale = 1:39.6 - 44 = .. 4 6.00 ,2 _ 2.4 \\ 2x4 3 6 2 6 �, Ia 3x4 = 6 7 3x4 = 3x4 = 5x6 = 7-10-13 15-3-3 23-2-0 7-10-13 7-4-5 7-10-13 Plate Offsets X,Y : 7:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 1091b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1078/0-1-8, 2=1169/0-4-0 Max Horz 2=1 97(load case 4) Max Uplift6=-605(load case 5), 2=-699(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 4-5=-1485, 5-6=-1713 BOT CHORD 2-8=1507, 7-8=1037, 6-7=1525 WEBS 3-8=-351, 4-8=529, 4-7=546, 5-7=-367 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 6 and 699 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. j j,� LOAD CASE(S) Standard l.•L•f3• • No, 45161 4C 0'•. STATE OF hr.p�•� .r t. ®WARNING - VerVy design parameters and READ NOTES ON T19IS AND RE VERSE SIDE BEFORE 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 loaded 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 stability during construction Is the responsibility of the erector. Additional permanent bNcing 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-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. MiTek® I 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. *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 refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 ca WEBS _ o o IJO Ua ''v Oac8 c7 cO 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. 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® TM PANEL CLIP FORM018,019 HY0R0.AFR0 - 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 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, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Jobs. Truss Truss Type Qty Ply HORTON 14421340 DR2879D ' A11 i ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 -1-0-0 5-9-4 11-0-0 12-2-0 17-4-12 23-2-0 1-0-0 5-9-4 5-2-12 1-2-0 5-2-12 5-9-4 Scale = 1:40a 4x6 = 4x6 = 4 5 6.00 F12 3x4 i 3x4 C 0 6 d 7 2 Io 3x6 _ 11 10 9 a 34 = 2x4 11 3x4 = 54 = 2x4 11 5-9-4 11-0-0 12-2-0 17-4-12 - 23-2-0 5-9-4 5-2-12 1-2-0 5-2-12 5-9-4 Plate Offsets X,Y : 9:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.45 Vert(LL) 0.09 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 480 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=1071/04-0, 2=1167/0-4-0 Max Horz2=189(load case 4) Max Uplift7=-595(load case 5), 2=-694(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1919, 3-4=-1341, 4-5=-1124, 5-6=-1342, 6-7=-1933 BOT CHORD 2-11=1624, 10-11=1624, 9-10=1124, 8-9=1638, 7-8=1638 WEBS 3-11=132, 3-10=-579, 4-10=336, 5-9=340, 6-9=-595, 6-8=141 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 595 lb uplift at joint 7 and 694 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. i� B� +� LOAD CASE(S) Standard ........., .f`P� l F 1�;9 f.. r * No, 4.5161 Q+ ; STATE t3F Y �uanrwa rrti AWARMNO - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mfiek 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 for lateral support of Individual web members only, Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brlicing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consufi QST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek Handling Installlnp and Bracing Recommendation available from Truss Plate Institute, 583 D'onofrb Drive, Madison, WI53719. I Symbols Numbering System ®General Safety (Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. * 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. Ye J2 J3 J4 owner and all other interested parties„ '� TOP CHORDS 2. Cut members to bear tightly against each cz Q other. Q WEBS J5 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate o ,; ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 0 �� V 0 at joint locations, truss and vertical web. 0 a 0 4. Unless otherwise noted, locate chordsp lices 1/4 length(+ 6" from C, 06 at 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 ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail 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. ® M1 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, f ® 15, Care should be exercised in handling, PANEL TM ®, erection and installation of trusses. © 1993 Mitek Holdings, Inc. {� CtIP FORM018,019 ® HYDRO -AIR Job.. Truss Qty Ply HORTON rrussTYPe 14421341 DR2879D +. A7 USS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 -1-M 3-9-4 7-0-0 11-7-0 16-2-0 19-4-12 23-2-0 . 1-M 3-9-4 �3-2-12 4-7-0 4-7-0 3-2-12 3-9-4 - Scale = 1:40.0 5x8 = 3x6-II 5x8 = 4 5 6 6.00 12 2x4 i 3 >!7 8 �',{ 2 2}1 Io 3x8 = 11 10 9 3x8 = 3x4 = 5x8 = 3x4 = 7-0-0 - 11-7-0 16-2-0 23-2-0 7-0-0 - 4-7-0 4-7-0 7-M Plate Offsets X,Y : 2:0-8-0,0-0-6 , 4:0-1-12,0-2-12 , 6:0-1-12,0-2-12 , 8:0-8-0,0-0-6 , 10:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 . Vert(LL) 0.25 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.28 10-11 >992 BCLL 0.0 Rep Stress Incr NO WB 0.34 . Horz(TL) 0.11 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 480 Weight: 121 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except" TOP CHORD Sheathed or 3-1-6 oc purlins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=2140/0-4-0, 2=2231/0-4-0 Max Horz 2=1 35(load case 4) Max Uplift8=-1472(load case 5), 2=-1568(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4117, 3-4=-3944, 4-5=-4197, 5-6=-4197, 6-7=-3944, 7-8=-4117 BOT CHORD 2-11=3630, 10-11=3575, 9-10=3575, 8-9=3630 WEBS 3-11=-100, 4-11=812, 4-10=784, 5-10=-767, 6-10=784, 6-9=812, 7-9=-100 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding'1472 lb uplift at joint 8 and 1568 lb uplift at joint 2. it 5) Girder carries hip end with 7-0-0 end setback �3 /"�l 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 528.Olb up at 16-2-0, and 603.21b down -� .• "•••., J and 528.Olb up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. +� '��� ( ��1.4 s+, 7i1. • 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. f�`•: iF V: LOAD CASE(S) Standard - * ��Q 4.5161 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-6=-154.2, 6-8=-74.0, 2-11=-20.0, 9-11=-41.7, 8-9=-20.0 STATE�� Concentrated Loads (lb) J (� Vert: 11=-603.2 9=-603.2 y �' r rti ®WARNING - VerM design pats inwters and READ NOTES ON TIM AND RE VERSE SLDE BEFORE USE. ® ® Design valid for use only with Mliek 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 for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector:; Additional permanent bibclnq of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. ����® Symbols Numbering System ®General 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, property securely seat. 'fie„ Ye J2 J3 Ja owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each • c2 Q other, o WEBS J5 Q 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate o cr 0 " ; '' ; joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of o a V at joint locations. truss and vertical web. 1�ti o 4. Unless otherwise noted, locate chordsplices �/a len th + 6" from at panel adjacent oint, 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 MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice into 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, 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, PANETM L erection and installation of trusses, © 1993 Mitek Holdings, Inc. CLIP FORM018,019 - cLgniG-nioaL ® HY®R®-A�R.®�.� ., - Job,. Truss Truss Type Qty Ply HORTON 14421342 DR2879D r A9 , ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Ina 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 -1-0-0 4-9-4 9-0-0 14-2-0 18-4-12 23-2-0 - 1-0-0 4-9-4 4-2-12 5-2-0 4-2-12 4-9-4 - Scale = 1:40.1 _ 4A _ 4x6 = 4 5 6.00 12 2x4 2x4 O 3 6 7 2 �1 Io 3x6 = 9 e - 3x6 = 3x4 = 5x6 = 9-0-0 14-2-0 23-2-0 9-0=0 5-2-0 9-0-0 Plate Offsets X,Y : 8:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL). -0.24 7-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.38 7-8 >723 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 480 Weight: 101 lb LUMBER BRACING - TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins. BOT CHORD 2 X 4 SYR No.2D BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. WEBS 2 X 4 SYP:No.3 REACTIONS (lb/size) 7=1071/0-4-0, 2=1167/0-4-0 Max Horz2=163(load case 4) Max Uplift7=-570(load case 5), 2=-670(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1880, 3-4=-1545, 4-5=-1328, 5-6=-1547, 6-7=-1893 BOT CHORD 2-9=1621, 8-9=1328, 7-8=1637 WEBS 3-9=-341, 4-9=299, 5-8=310, 6-8=-360 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 570 lb uplift at joint 7 and 670 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. !� G `C B f LOAD CASE(S) Standard "•C]••Li,� t . No. 4 5161 A ` % UAiEO r «t tti ®WARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. r_ 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 loaded 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 stability during construction is the responsibility of the erector. Additional permanent brlicing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consuB QST-88 Quality Standard, OSB-89 Bracing Specification, and-HIS-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrlo Drive, Madison, WI5371.9, Fr_ 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. ,A„ .- Ye" *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 formal 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 401:11 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cz c3 WEBS Cr NJ5occ O OU a ce c7 ca 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. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N M1 MiTek® TM CLIPPANEL MA" r-NAIL ® HYDRO -AIR@. 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 into 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 Job. Truss Truss Type Qty Ply HORTON 14421343 DR2879D iAGAB ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 -1-0-0 6-0-12 11-7-0 17-1-4 23-2-0 1-M 6-0-12 5-6-4 5-64 6-0-12 Scale = 1:39.6 44 = 4 6.D0 12 3 5 6 2 �, Io 3x4 = 8 7 3x4 = 3x4 = 5A = 7-10-13 15-3-3 23-2-0 7-10-13 74-5 7-10-13 Plate Offsets X,Y : 4:0-2-0,0-0-8 , 7:0-3-0 0-3-0, 22:0-M 0-0-0 LOADING (pso SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 tst LC LL Min I/defl = 480 Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1078/0-1-8, 2=1169/0-4-0 Max Horz2=197(load case 4) Max Uplift6=-605(load case 5), 2=-699(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 4-5=-1485, 5-6=-1713 BOT CHORD 2-8=1507, 7-8=1037, 6-7=1525 WEBS . 3-8=-351, 4-8=529, 4-7=546, 5-7=-367 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=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) All plates are 2x4 M1120 unless otherwise indicated. it b 5) Gable studs spaced at 2-0-0 oc. Q G 13 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. _� ..•...... • 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 6 and 699 lb uplift at joint ' '�Q�� I�1� •� 2. j • C.3 (�`• e 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ! �` �" * LOAD CASE(S) Standard ' No. 4.5161 i :. p OTATE OF •r .r rti A WARNING - Vert& design parameters and READ NOTES oN Tws AND RE VERSE SIDE BEFORE 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 loaded 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 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, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. 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. A„ '/8" *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 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 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca Q WEBS J5 3 �+' ; Cr a s� u O I a 0 c8 c7 ce 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 LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeko PANEL TM CLIP ® HYORO,A/R O ®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 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. Job, Truss Truss Type Qty Ply HORTON 1131 14421344 DR2879D MONO SCISSOR 25 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:42:50 2003 Page 1 1-1-0-0, 5-9-12 - - 11-2-2 16-10-0 .. 1-" 5-9-12 5-4-6 5-7-14' Scale = 1:49.3 3x4 = 6 5x8 i 5 h 6.00 ,2. 2x4 - - 4 ' - 5x6 3 7 2x4 II 8 3x8 3.00 12 2 9 ._ 5 6 4 .r 3x4 5-9-12 11-2-2 16-10-0 16-11-12 ' 5-9-12 5-4-6 5-7-14 0-1-12 Plate Offsets X,Y : 3:0-3-0,0-3-0, 5:0-3-3,Ed e , 5:0-2-15,0-1-12 , 9:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LLp 0.13 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 . BCLL 0.0 Rep Stress Incr YES W B 0.81 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 89 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYPNo.2D BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 REACTIONS (lb/size) 5=873/0-3-8, 2=872/0-8-0 Max Horz 2=726(load case 4) Max Uplift5=-707(load case 4), 2=-424(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1924, 3-4=-1048, 4-5=-1048, 5-6=-23, 5-7=55 BOT CHORD 2-9=1737, 8-9=1734, 7-8=-O WEBS 3-9=109, 3-8=-747, 4-8=-399, 5-8=1355 NOTES (6) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Bearing at joint(s) 2 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 capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s).5. 1 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. It FL 33331. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, `•°••••1•., I .••��1C,�;; ;• �J;••�t. LOADCASE(S) Standard; f(<`•' It Y Y • u No. 4 51 61hSTATE .pry OP V 16. .r t. A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE 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 loaded 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 stability during construction Is the responsibility of the erector. Additional permanent brhrcing of the overall structure Is the responsibility of the building designer. For general guidance - regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 ® MiTek Handling Installs nq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. �` Syrnb®Is 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. *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 refer to the MITek/Gang-Nail 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 4001, continuous lateral bracing. Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS a Q Cr o WEBS , IJ5 occO OV3c8 c7 uO0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N M1 m MiTeke TM rPNEL CLIP r.AIYG-N,4,L ® MYDKO-AO/P O 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. Job» Truss Truss Type Qty Ply HORTON 14421345 DR2879D BGAB MONO SCISSOR 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:43:19 2003 Page 1 ,-1-0-0, 5-9-12 11-2-2 16-10-0 i 1-" 5-9-12 5-4-6 5-7-14 Scale = 1:49.3 3x4 = 6 5x8 i 5 2x4 11 6.00 F12 2x4112x411 .2x4 II 4 2x4 II x 11 x II 5x6 a 2.411 3 7 x4 II 2x4 II 2x4 I x II 2x4 2x411 - 8 0 3x8 2x4 11 20 II 3.00 12 2 9 2x4 II 1 3x4 5-9-12 11-2-2 16-10-0 16-11-10 5-9-12 5-4-6 5-7-14 0-1-10 Plate Offsets X,Y : 3:0-3-0,0-3-0 , 5:0-3-3,Ed e , 5:0-2-12,0-1-13 , 9:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.13 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 107 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D ' BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 5=873/0-3-8, 2=872/0-8-0 Max Harz 2=726(load case 4) Max Uplift5=-707(load case 4), 2=424(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1924, 3-4=-1048, 4-5=-1048, 5-6=-23, 5-7=55 BOT CHORD 2-9=1737, 8-9=1734, 7.8=-0 WEBS 3-9=109, 3-8=-747, 4-8=-399, 5-8=1355 NOTES (8) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) 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" 3) Gable studs spaced at 2-M oc. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift at joint ............. 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. C �' 8) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. * Na 4 1 ei LOAD CASE(S) Standard 0 '; -TATF dF ; �L ".. t o R E0;'�''� .t rti ®WARNING - Ver{/jy design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE 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 loaded 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 stability during construction Is the responsibility of the erector. Additional permanent brIbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consu8 QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. F_ Symbols ,PLATE LOCATION AND ORIENTATION 111/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. . *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 refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dinTension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. FOR M016,019 Numbering System J2 J3 J4 TOP CHORDS c2 c2 Q WEBS J5 o _ o O O a ce c7 ce F_ 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. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke TM TPANEL CLIPOf YORD-A&FR ®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 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. Job- Truss Truss Type City Ply HORTON 1"21346 DR2879D BGAB2 ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 5-10-8 11-2-8 16-10-0 1-0-0 5-10-8 5-4-0 5-7-8 2x4 11 Scale: 1/4'=1' it 2x4 II 10 2.411 6.00 12 3x4 i 9 8 2x4 II 7 2x4 �� 2x4 x4 11 21 - 2x4 it 6 5 SA 4 xE II 24 20 3 x 11 3 2x4 11 z •_ 314 —_ 19 18 17 16 15 14 13 12 2x4 2x4 11 2x4 11 3x4 = 2x4 11 2x4 II 5x6 = 3x6 = 8-6-8 16-10-0 8-6-8 8-3-8 Plate Offsets X,Y : 3:0-3-0,0-3-0, 13:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.07 18-19 >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 13-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) -0.02 12 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 480 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-9-15 oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 11-12, 8-12 OTHERS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 22, 23 REACTIONS (lb/size) 12=764/0-1-8, 2=877/0-8-0 Max Horz2=708(load case 4) Max Upliftl2=-664(load case 4), 2=-442(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-1210, 3-4=-1136, 4-5=-1034, 5-6=-872, 6-7=-827, 7-8=-795, 8-9=-111, 9-10=-38, 10-11=41, 11-12=-124 BOT CHORD 2-1 9=992,18-19=990, 17-18=990, 16-17=990, 15-16=526, 14-15=526, 13-14=526, 12-13=526 WEBS 5-24=-383, 16-24=-417, 16-23=354, 22-23=424, 8-22=542, 8-21=-736, 20-21=-722, 12-20=-737, 10-20=-94, 13-20=-72, 9-21=27, 14-21=7, 15-22=129, 7-23=-75, 6-24=6, 17-24=53, 4-18=90, 3-19=-56 NOTES (5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 664 lb uplift at joint 12 and 442 lb uplift at joint 2. F- B 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12. !Q �.i 5) Truss Engineer: Junaidie Budiman, PE##45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. .• ,� • ,� •• P LOAD CASE(S) Standard ;' �`% No, 4 5161 • '�` �►rR 1 A WAmNG - Ver{ fy design parameters and READ NOTES oN TEM AND RE VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is tot an Individual 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 lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent br'acing of the overall structure is the responsibility of the building designer. For general guidance regarding labrlaatlan, quality control, storage, delivery, erection and bracing, consult GST-rdr, Quality Standard, DSO.89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onoftla Drive, Madison, WI53719. ;Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property ���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, property securely seat. '8' J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each ca other. J5 � 3, Place plates on each face of truss at each *For 4 x 2 orientation, locate o " ; ZC7 joint and embed fully, Avoid knots and wane plates I/8" from outside edge of o_ a �h V at joint locations, truss and vertical web, Q. 4. Unless otherwise noted, locate chords laces I/4 len th + 6" from at panel adjacent oint, 9 (_ 1 joint.) c�� �. 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 MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO 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 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, 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 plateM1 " 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 FORM018,019 mNo- � HYDRO-A/R & Job* Truss Truss Type Qty Ply HORTON 14421347 DR2879D C ROOFTRUSS 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. "" 5.006 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:24 2003 Page 1 -1-0-0 5-2-4 9-10-0 14-5-12 19-8-0 20-8-0 1-0-0 5-2-4 4-7-12 4-7-12 5-2-4 1-0-0 - Scale = 1:35.1 44 = 4 6.00 12 2x4 J 2x4 4 - 3 5 2 6 7 Iq 3x4 = 8 5x8 = 3x4 = 9-10-0 19-8-0 9-10-0 9-10-0 - Plate Offsets X,Y : 8:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 11.33 BC 0.54 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horc(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 . 1st LC LL Min I/deft = 480 Weight: 88 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-4-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1000/0-4-0, 6=1000/0-4-0 Max Horz2=161(load case 4} Max Uplift2=-605(load case 4), 6=-605(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 4-5=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8=1204, 6-8=1204 WEBS 3-8=-360, 4-8=531, 5-8=-360 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 2 and 605 lb uplift at joint 6. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir: N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard �i, ►��tk 13 � Na.451�� A M�• •; STATE 4F Y .r ®WARNING - Ver(jy design parameters and READ NOTES ON THIS AND REVERSE SmE BEFORE 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 loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not trussEM designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure slablitly during construction is the IN responsibility of the erector. Additional permanent braking 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-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. F_ — 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. *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 refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS a c3 WEBS J5 o _ o cr U O CL O 1 a c8 c7 ce 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 LEFTTO 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. MITeko TM PANEL CLIP FORM018,019 GAUYQ-KLA1L ® HYDRO -AIR. 0 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 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, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job- Truss Truss Type Qty Ply HORTON 14421348 DR2879D CGAB ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:25 2003 Page 1 -1-0-0 5-2-4 9-10-0 14-5-12 19-84) 20-8-0 1-0-0 5-2-4 4-7-12 4-7-12 5-2-4 1-" Scale = 135.1 . 4x6 = - 4 2x4 2x4 11 , 6.00 F12 2x4 O 2x4 4 5 2x4 3 2x4 II 2x4 It x4 x4 I 2x4 11 0 x6 li x6 11 6 2 7 Ia 2x4 It 2.4 II 2.4 11 2x4 II a 2x4 II 2.411 2.4 II 2.4 II 3x4 = 5x8 = - 3x4 = 9-10-0 19-8-0 r-� 9-10-0 9-10-0 Plate Offsets (X,Y): [8:0-4-0,0-3-0], [18:0-0-0,0-0-0], [19:0-0-0,0-0-0], [20:0-0-0,0-0-0], [21:0-M,0-0-0]; [22:0-0-0,0-0-0], [23:0-0-0,0-0-0], [24:0-0-0,0-0-0], [25:0-0-0,0-M], [26:0-0-0 0-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.48 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1005/0-4-0, 6=997/0-1-8 Max Horz2=161(load case 4) Max Uplift2=-607(load case 4), 6=-600(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1371, 3-4=-1002, 4-5=-1002, 5-6=-1383, 6-7=17 BOT CHORD 2-8=1214, 6-8=1230 WEBS 3-8=-360, 4-8=540, 5-8=-378 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=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" i �� r 4) Gable studs spaced at 2-0-0 oc. ! ...... 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. � � [ F,� �,.•'., • -6) Provide truss to bearing of 607 lb uplift at joint 2 and 600 Ib uplift at joint '�Q� mechanical connection (by others) of plate capable withstanding ' �; 6. / O �• r 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. = No. 4 5161S) LOAD CASEStandard _ r ff0 pp!(� ®WARNING - Verb jy design parameter and READ NOTES oN TBIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mtfek connectors. ihls design Is based only upon parameters shown, and Is for on Individual buildingcomponentto be Installed and kwded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not buss 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 brblcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 iTek® Handling Installing and Bracing Recommendation available from Truss Prate Institute, 583 D'Onofrio Drive, Madison, WI53719. 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. *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 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 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cz Q 0 WEBS J5 Cr _ 0 cc U O 0. O a c8 c? ce 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N ems® - - MiTek® TM PANEL aip GANG -NAIL ® HY®RU 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 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. Job- Truss Truss Type Qty Ply HORTON 14421349 DR2879D D SCISSORS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 -1-0-0 3-10-11 7-4-0 10-9-5- 14-3-0 1-0-0 3-10-11 3-5-5 3-5-5 - 3-5-11 Scale = 125.7 44 = 4 6.00 12 2x4 = - 2x4 = 5 3 7 .. 5x8 =' 6 2 - _ 1 3.00 12 3x4 % - - 3.8 ll 5x6 7-4-0 14-3-0 > - 7-4-0 6-11-0 Plate Offsets X,Y : 6:0-0-8,Ed e , 6:0-3-3,0-9-6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63. Vert(LL) 0.06 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.16 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.07 6 n/a BCDL 10.0 Code FBC2001 list LC LL Min I/defi = 480 Weight: 63 lb LUMBER BRACING' TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 6=638/0-8-0, 2=742/0-8-0 Max Horz 2= 141 (load case 4) Max Uplift6=-353(load case 5), 2=-467(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1539, 3-4=-1190, 4-5=-1190, 5-6=-1431 BOT CHORD 2-7=1367, 6-7=1243 WEBS 4-7=786, 3-7=-263, 5-7=-142 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. !� 11 +� 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 6 and 467 lb uplift at joint t 2. .......... i F 11 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. '`QS� �.4 +.. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard . No.4a1f1 ; ./� • G, 5 y; STATE 4F ,r rti ®WARNING - VerM design pamrsseters and READ NOTES oNTHI3 AND REVERSE SIDE BEFORE USE. s® ® Design valid tot use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual 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 lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional .permanent braking of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery,. erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and-HIB-91 ® MiTek Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI53719. F_ Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * 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. '�Ys J2 J3 ' J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each a other, Q WEBS JS 3. 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 from outside edge of O d �y V at joint locations. truss and vertical web, d � a o 4. Unless otherwise noted, locate chordsplices I /4 length(+ 6" from C8 V C at 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 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 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dinTension 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, TM � PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP CLI FORM018,019 PANG -NAIL ®. flyOROA/R® Job" Truss Truss Type Qty Ply HORTON 14421350 DR2879D DGAB ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 -1-0-0 7-4-0 14-8-0 - Saale = 1:25.6 • .. 44 = - 3 - 2x4 II 2x4 II 6.00 12 , 2x4 II - 2x4 II 2 4 Io _ 2x4 II 2x4 II 5 2x4 II 2x4 II - 3x4 = 2x4 II -3x4 = - 7-4-0 - - 14-8-0 7-4-0 - 7-4-0 Plate Offsets X,Y : 10:0-0-0,0-0-0 , 11:0-0-0,0-0-0 , 12:0-0-0,0-0-0 , 13:0-0-0,0-0-0 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert(LL) 0.02 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32- Vert(TL) '-0.07 4-5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 480 Weight: 65 lb 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: BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=671/0-1-8, 2=774/0-8-0 Max Harz 2=141(load case 4) Max Uplift4=-377(load case 5), 2=-482(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-731, 3-4=-725 BOT CHORD 2-5=646, 4-5=646 WEBS 3-5=143 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=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-M oc. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. !� t 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 4 and 482 lb uplift at joint � ..n•.. t ; .,•, 2. �/ 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASES) Standard N0, 45161 f YAL O I ti' ®W IARN7NG - Ver(jy design parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE 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 - designer. and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the respo slbiilty of the erector. Additional permanent br�scing 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-88 Quality Standard, DSB-89 Bracing SpecIfIcation, and HIB-91 Hondll ng Installing and Bracing Recommendation available from Truss Plate Institute, 5B3 D'OnOfrlo Drive, Madison, WI53719. MiTek 3 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 sec u.rely seat. ,A„ T Q"'�*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 refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS cz c3 WEBS J5 o_ o O O O r- a C8 C� Or. 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. 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. MiTek® OM TM PANEL CLIP FORM018,019 GANG -NAIL 0 HYDRO -MR® eneral 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 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, erection and installation of trusses, © 1993 Mitek Holdings, Inc. a Job` Truss Truss Type Qty Ply HORTON 14421351 DR2879D DGAB2 MONO VAULT 1 1 (optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:27 2003 Page 1 1-0 0 14-B-0 1-0-0 14-M . - 2x4 11 Scale = 1:42.2 4 6.00 F12 2x4 II 2x4 II 2x4 5x8 i . 2x4 II 3 - 2x4 II I I I I 2x4 II 6 _ 2x4 II m 5i6 2 2x4 II �1 2x4 11 3x4 % 3.00 12 5 3x4 a - 7-6-0 14-8-0 7-6-0 7-2-0 Plate Offsets X,Y : 3:0-2-8,0-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.11 6 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.18 2-6 >960 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) -0.08 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt . 4-5, 3-5 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=763/0-1-8, 5=680/0-1-8 Max Horz 2=621(load case 4) Max Uplift2=-376(load case 4), 5=-594(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1326, 3-4=-0, 4-5=-257 BOT CHORD 2-6=1208, 5-6=1180 WEBS 3-0=724, 3-5=-1311 NOTES (8) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) 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" 3) Gable studs spaced at 2-0-0 oc. 4) Bearing at joint(s) 2, 5 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify I capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. � • ,� � �,�.,�, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 2 and 594 lb uplift at joint ' .4r' •;`Q► 5. e 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. * No LOAD CASE(S) Standard A STATE OF v R Io,�' QNaL .r r< ®WARN7NO - Ver{fy cWsign parameters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE 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 loaded 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 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, consult CST-88 Quality Standard, DSB-89 Bracing SpecIfIcatlon, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 13A * 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 I building designer, erection supervisor, property securely seat. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 other. J5 WEBS Q 4 3. Place plates on each face of truss at each *For For 4 x 2 orientation, locate LO)- ,� ; ; a joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 o a _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices I/4 length(' 6" from ce C, C, at 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 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 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 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. ® 16. Care should be exercised in handling, PANEL TM erection and installation of trusses. ©1993 Mitek Holdings, Inc. CLIP FORM018,019 [sianir.-nwL MYORO,tiIIR-O - ^ Job, Truss Truss Type Qty Ply HORTON 14421352 DR2879D E ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:28 2003 Page 1 10 0 4-2-0 8-4-0 9-4-0 1-0 0 4-2-0 4-2-0 1-0-0 Scale = 1:17.0 41A = 3 6.00 12 4 2 j d 5 1 2x4 11 6 2A = 2A = 4-2-0 B-4-0 4-2-0 4-2-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) -0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.01 5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 33 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-M oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=464/1-4-0, 4=464/1-4-0 Max Horz2=-86(load case 5) Max Uplift2=-309(load case 4), 4=-309(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-372, 34=-372, 4-5=17 BOT CHORD 2-6=326, 4-6=326 WEBS 3-6=77 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 2 and 309 lb uplift at joint 4. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 13 i * , No. 4-5161 � ,t i '•, � • STATE OF � �7.c; '-4 0 R Ep?' L ragammulm! AWARNINO - Ve ft design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE 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 loaded vertloa1lyr 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 bralcing of the overall structure Is the responsibility of the building designer. For general guidance regarding igbiloalion, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 MiTek® Handling Insiallinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. 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, *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 refer to the Mitek/Gang-Nail 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 40,10 continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 Z:C6 J5 o _ o O U a ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek� PANEL TM 0 CLIP ® HYDRD,A/R O 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 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 puriins 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, Truss Truss Type Qty Ply HORTON 14421353 DR2879D E1 ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:44:02 2003 Page 1 i -1-0-0 4-2-0 7-0-0 r 1-0-0 4-2-0 2-10-0 4.6 = Scale = 1:16.4 3 6.00 12 4 2 EE- I 2x4 = 54 -. . 2x4 11 6 5 4x12 II 4-2-0 7-M 7-3-8 .. 4-2-0 2-10-0 0-3-8 Plate Offsets X,Y : 4:0-3-3,0-0-6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) 0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.04 1 >331 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 480 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 8 SYP No.2ND 1-9-8 REACTIONS (lb/size) 4=319/0-3-8, 2=416/0-1-8 Max Horz 2=98(load case 4) Max Uplift4=-169(load case 5), 2=-284(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-368, 3-4=-375 - BOT CHORD 2-6=260, 5-6=260, 4-5=260 WEBS 3-6=84 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 4 and 284 lb uplift at joint 2. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir: N., Pembroke Pines, FL 33331. l F LOAD CASE(S) Standard ' �; '�Q�� ��q� +..► No. 4.5161 i STATE OF onia�. Awmmm - VerVy design parameters and READ NOTES ON THmS AND REVERSE SIDE BEFORE 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 loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss awe I 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 brmcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-68 OualBy Standard, DSO-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. 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. ,All Ye„ 0 0 *For 4 x 2 orientation, locate M plates 1/8" from outside edge of o truss and vertical web. 10 *This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 0 cr 0 0 a 0 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 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 4010, 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 OM TM PANEL CLIP fORM018,019 - CRANG- � ® OfYORQ,AW 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. Job Truss Truss Type Qty Ply HORTON DR2879D FG ROOF TRUSS 1 14421358 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:33 2003 Page 1 3-9-7 7-3-6 10-9-5 12-9-6 16-57 20-5-0. 3-9-7 3-5-15 3-5-15 2-0-1 3-8-1 3-11-9 ' Scale = 1:33.3 2x4 II 7x8 = - 7x8 = 6.6 = 6x6 = Bx8 = 4x6 = 1 2 3 4 5 6 7 3x6 = 13 12 93x4 = e 3x4 = 4x6 = 7x8 = 5x6 = 2x4 11 3-9-7 7-3-6 10-9-0 to? 5 12-9-0 12?-6 16-5-7 20-5-0 3-9-7 3-5-15 3-5-10 0-0-5 1-11-11 0-0-6 3-8-1 3-11-9 Plate Offsets X,Y : 3:0-4-0,0-4-8 , 10:0-2-8,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) 0.05 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(TL) -0.06 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.02 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 278 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1-14 2 X 6 SYP No.2ND, 7-8 2 X 6 SYP No.2ND REACTIONS (lb/size) 14=4388/0-3-0, 8=2999/0-3-0, 10=3841/0-3-0, 11=6986/0-3-8 (input: 0-3-0) ` Max Horz 14=-151(load case 2) Max Upliftl4=-2786(load case 2), 8=-1893(load case 2), 10=-2415(load case 2), 11=4427(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-14=-1588, 1-2=0, 2-3=-3747, 3-4=-3144, 4-5=1705, 5-6=1069, 6-7=-1843, 7-8=-2962 BOT CHORD 13-14=3747, 12-13=3144, 11-12=-1705, 10-11=-1069, 9-10=1843, 8-9=0 WEBS 2-14=-4657, 2-13=-382, 3-13=754, 3-12=-3572, 4-12=6065, 4-11=-6098, 5-11=-1048, 5-10=-1701, 6-10=-3580, 6-9=-1222, 7-9=2253 NOTES (7) 1) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed end left DOL=1.33 DOL=1.33. ; vertical and right exposed;Lumber plate grip 3) Provide adequate drainage to prevent water ponding. .•'' �;'•.• 4) WARNING: Required bearing 11 than ` size at joint(s) greater input bearing size. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2786 lb uplift at joint 14, 1893 lb uplift at joint• , 2415 lb uplift at joint 10 and 4427 lb uplift at joint 11. * ; 6) Girder carries tie-in span(s): 23-2-0 from 0-0-0 to 20-5-0; 17-M from 0-" to 20-5-0 No. 4.5161 ' 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard ', STATE F ;, 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 • 'S� At Uniform Loads (plf) ��'�.( d R �0�• Vert: 1-7=-892.6, 8-14=-20.0 (�[�% �Nr.e.6�0 D o�vaL 1, ®WARNING - VerM design parameters and READ NOTES ON TMS AND RE VERSE SIDE BEFORE USE. — ® IMMU Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsiblltty of building designer - not truss -- - designer. Braclnq shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibiilty of the erector. Additional permanent br�scinq of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo 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. 0 0 *For 4 x 2 orientation, locate � plates I/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 0 0 U a 0 r- 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. 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 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. M1 MiTek® OM FM PANEL CLIP FORM018,019 [ae.NG �IL MYDRDIA/RO 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 at joint locations, 4. Unless otherwise noted, locate chord splices at I14 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. Job Truss Truss Type Qty Ply HORTON 14421359 OR2879D J + ROOF TRUSS 6 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:34 2003 Page 1 1-0-0 7-" 1-0-0 7-0-0 3 Scale = 120.3 6.00 12 - 2 1 4 2A = 7-" i I ` 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) -0.30 1 >49 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC ILL Min I/defl = 480 Weight: 24 lb LUMBER BRACING " TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=242/Mechanical, 2=418/0-4-0, 4=68/Mechanical Max Horz 2=291(load case 5) Max Uplift3=-310(load case 5), 2=-174(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=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 310 lb uplift at joint 3 and 174 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard B�� �Y 1� t . 51E1 r 4 •• � SATE ATE 4F WAL n .l rti AIVARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE 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 loaded 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 stability during construction Is the responsibility of the erector. Additional permanent brhlcing 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-89 Bracing Specification, and HIB-91 Handling Installlnp and Bracing Racomm*ndatlon available from Truss Plate Institute, 683 D'Onofrlo Drive, Madison, W153719. MiTek® Symbols PLATE LOCATION AND ORIENTATION .11 Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 cr 0 a4��*For 4 x 2 orientation, locate plates I/e" from outside edge of ao 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 0 0 U a 0 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO 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, MiTek® PANEL rm CLIP FORM018,019 oANo-� ® HYORO,I!/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 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. Job Truss Truss Type Qty Ply HORTON 14421360 DR2879D K r • ROOF TRUSS 3 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:35 2003 Page 1 1-0-0 5-0-0 r 1-0-0 5-0-0 3 - Scale = 1:15.7 6.00 F12 2 1 4 2A = 5-0-0 i 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.10 1 >144 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 480 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 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=165/Mechanical, 2=327/0-4-0, 4=48/Mechanical Max Horz 2=212(load case 5) Max Uplift3=-218(load case 5), 2=-157(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=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 218 lb uplift at joint 3 and 157 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard !� i 13��� r t : No. 4 5161 ` ,k Y � �. = ;STATE OF 4 � �oNAL .r 1� ®WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SME BEFORE 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 loaded 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 stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIR-91 MiTek® Handling Instailinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/1. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. FLILIN 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 Ja owner and all other interested parties., TOP CHORDS 2, Cut members to bear tightly against each ca Q other, 0 WEBS J5 Q 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ,� 3 ; �' joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o_ a �y at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chords laces P 1/a length(' 6" from ca C, Cr. at 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 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 M iTek® engineer. 15. Care should be exercised in handling, ffl® PANEL M erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP , FORM018,019 CLANG f4AlL ® f11yDRD.A/RO - Job Truss Truss Type Qty Ply HORTON 14421361 DR2879D ' KII ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:36 2003 Page 1 5-0-0 r 5-0-0 2 Scale = 1:15.6 6.00 12 1 3 2x4 = 5-0-0 5-" LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 ' BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 480 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP. No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 1=224/0-4-0, 2=177/Mechanical, 3=48/Mechanical Max Horz 1=199(load case 5) Max Upliftl=-93(load case 5), 2=-222(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=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 93 lb uplift at joint 1 and 222 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard NO. 4.5161 ; ,k A p . STATE OF �Q-NAL .1 rti A WARMNO - Ver-W design parameters and READ NOTES ONTIM AND REVERSE SIDE BEFORE 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 loaded 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 stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regording fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendatlonavailable from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. 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 sec urely seat. 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 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 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c� WEBS J5 O _ O Cr V ; ' ; O O a c8 c7 ce FO 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. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N ME MiTek0 O IM PANEL CLIP MYORO,A/R . 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. Job Truss Truss Type Qty Ply HORTON 14421362 DR2879D = L � ROOF TRUSS 3 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1 1-0-0 3-M 1-0-0 3-0-0 Scale = 1:10.3 - 6.00 F12 2 1 4 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.02 1 >869 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 480 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-M oc bracing. REACTIONS (lb/size) 3=82/Mechanical, 2=242/0-4-0, 4=28/Mechanical Max Horz 2=133(load case 5) Max Uplift3=-125(load case 5), 2=-147(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 NOTES (4) 1) Wind: AS(;E 7-98 per IF BC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MW_ FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=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 125 lb uplift at joint 3 and 147 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard IV i V f No. 4-5161 }} N3T11TE VI ♦ V r rti AWARMNO - VsrVy design parameters and READ NOTES ONTB78 AND REVERSE SIDE BEFORE USE. Design valid for use only with MtTek 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 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 brhlcing of the overall structure Is the responsibility of the building designer. For general guidance iegarding labrloation, 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 Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® r Symbols "tPLATE 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. ,All *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 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 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cz c3 WEBS Ack o_ o _ 3 �� ia: U 0 p U 0 a c8 c� F- 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 LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N M! MiTeko 7M PAN {�® CLIPEL MAIVG-NAJL HY®RO,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 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. Job Truss Truss Type Qty Ply HORTON 14421363 DR2879D • L1 ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1 3-0-0 3-0-0 Scale = 1:10.3 &00 12 1 3 �xa — 3-0-0 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 480 Weight: 10 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) 1=130/0-4-0, 2=103/Mechanical, 3=28/Mechanical Max Horz 1=120(load case 5) Max Upliftl=-52(load case 5), 2=-131(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=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 52 lb uplift at joint 1 and 131 lb uplift at joint 2. ' 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard it V. No, 4 5161 Y 0 ; STATE OF V ��QNA1. r tti A WARMNO - VsrVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. resin� - 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 loaded vertically. Appllcoblllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- -- - designer. Bracing shown Is foilateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brmcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrk:ation, 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 Institute, 583 D'Onofrb Drive, Madison, WI $3719. MiTek® F_- 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. *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 refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 C� CrWEBS J5 O d O U r a c8 c7 IN u 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. 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® 7M PANEL CLIP FORM018,019 - �iN6-^�� ® HYORO,AZR® 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 at joint locations. 4. Unless otherwise noted, locate chord splices 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, erection and installation of trusses. © 1993 Mitek Holdings, Inc. 0 Job Truss Truss Type Qty Ply HORTON - 14421364 DR2879D ' M, . ROOFTRUSS 3 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:38 2003 Page 1 3 -1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:5.9 - 6,00 12 2 4 100 2x4 = 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase- 1.33 TC 0.09 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 FBC2001 (Matrix) 1 st LC LL Min I/defl = 480 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purling BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-11/Mechanical, 2=173/0-4-0, 4=10/Mechanical Max Horz 2=71(load case 4) Max Uplift3=-31(load case 5), 2=-154(load case 4) Max Grav3=31(load case 4), 2=173(load easel), 4=10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=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 31 lb uplift at joint 3 and 154 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard I •.......,, l F /�q f . cstiP� * No. 4 5161 � ,k w ■ 4C • �} O STATE 4F ®WARNING - Ve ft design parameters and READ NOTES ON TIM AND REVERSE SWE BEFORE USE.'. a® Design valid for use only with MITek connectors. This design Is based only upon parametersshown, and Is for an Individual 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 lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brlicing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. I — Symbols PLATE LOCATION AND ORIENTATION ". 1'/. *Center plate on joint unless ro. dimensions indicate otherwise. Dimensions are in inches,, Apply plates to both sides of truss and securely seat. *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 formal 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 dinTension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING nA Indicates location of joints at which bearings (supports) occur. FORM018,019 (lumbering System J2 J3 J4 TOP CHORDS ca c3 WEBS J5 0 0 h Cr a O I a O- c8 c? ce BOTTOM CHORDS J1 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. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N ®e® MiTek® 'e�AILI'0 O OfYORO,AOR.O TM PANEL CLIP 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 1/4panel 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. Job Truss Truss Type Qty Ply HORTON ' 14421365 DR2879D M1 • ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:39 2003 Page 1 2 100 t-o-o Scale = 1:5.9 6.00 12 1 d 3 100 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) n/a - n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 480 Weight: 3 Ill LUMBER BRACING TOP CHORD 2 X 4 SYP• No.2D TOP CHORD Sheathed or 1-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=45/0-4-0, 2=35/Mechanical, 3=10/Mechanical Max Horz 1=42(load case 5) Max Upliftl =-1 7(load case 5), 2=-46(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=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 17 lb uplift at joint 1 and 46 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard �+f.J 17No A ♦, STATE OF Y t� ®WARNING - VerVy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE 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 loaded 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 stability during construction Is the responsibility of the erector. Additional permanent bating of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and 14IB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 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. 0 0 *For 4 x 2 orientation, locate � plates 1/8" from outside edge of o truss and vertical web, 1•- *This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 0 0 U a 0 r- 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 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, M! MiTeke PANEL TM CLIP FORM018.019 QANG NIIJL ® NYDRO,A/R@ 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. Job Truss Truss Type Qty Ply HORTON -10 14421366 DR2879D t• Sr, s ROOF TRUSS 2 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:59 2003 Page 1 -1-5-0 5-2-5 I 9-10-13 i 1 1-5-0 5-2-5 4-8-7 4 _ 1-IScale = 1:20.2 g 4.24 12 3x4 - 3 2 1 72x4 II 6 5 3x4 = 2x4 = 5-2-5 9-10-13 5-2-5 4-8-7 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL . 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 480 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. WEBS 2X4SYP No.3 REACTIONS (lb/size) 4=31 1 /Mechanical, 2=523/0-5-11, 5=429/Mechanical Max Horz 2=367(load case 2) Max Uplift4=-369(load case 5), 2=-292(load case 2), 5=-212(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-942, 3-4=76 BOT CHORD 2-7=863, 6-7=863, 5-6=0 WEBS 3-7=166, 3-6=-941 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=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 369 lb uplift at joint 4, 292 lb uplift at joint 2 and 212 Ib uplift at joint 5. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard , 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 t Uniform Loads (pIf) .....• Vert: 1-2=-74.0 k F,�q ..•'P� Trapezoidal Loads (plf) ' .•�C. r• Vert: 2=-4.4-to-4=-183.1, 2=0.0-to-5=-49.5 �� * : No. 4 5161 • r- 0 ;STATE OF ZOR Qnra�. .t r.. AWARMNO - VerM design pamrrsetere and READ NOTES ONTBU AND REVERSE SWE 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 loaded vertically. Applicabllfly 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 Isthe responsibility of the erector. Additional permanent brlicing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrkatlon, quality control, storage, delivery, erection and bracing, consult QST-8e Quality Standard, DSB-89 Bracing Specification, and HI8-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. i F Symbols PLATE LOCATION AND ORIENTATION -44 to- 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 ao 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 0 W 0 0 a 0 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nail 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 oe"', 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 TM CLIP FORM018,019 GANG -NAIL HYDR®,AIR 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 �14 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, L erection and installation of trusses. © 1993 Mitek Holdings, Inc. ib _�_u 16-10-0 _j _j m m M L up Ll C-1 Bl K Kl B1 A7 B1 =9 A9 B1 All A B1 CD A B 1 CD A B 1 CD A I U-) B 1 B1 <1 A Lrj E] A t=-4 A B 1 A ED A _j !V.0 F= A B1 ==9 A Bl Od A B1 B Al B T_ DGAB CGAB =A==j a. V 9 "A 't", iz, R! 12-8-0 BRG.1N ENTRY 8-4-0 19-8-0 14 b-8—u —8-0 VVA R N I N 0: ALL BEARING WALLS TO BE PLACED L 1 PLY HGR. V, C TI(,C!! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. L 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS WALLS SHOWN ARE TO BE BEARING.. 'A L 3 PLY HGR. I SIGNED APPROVAL: X mr, JOB NUMBER:DR2879D DATE: 5-23-01 PITCH: LOAD: SHINGLES V CCU SPAN CUSTOMER: D.R. HORTON O/H: 126" . A407-321-1tBY: T-H. JOB NAME: 2879 "D" ELEV. BRG: BLOCK is 1 L 19-8-0 3I TRIM IT FLOOR SYSTEM d IWP�MI�I( ALL BEARING WALLS TO BE PLACED _j ` 1 PLY HGR. �ICTI('E! 1-'REVIEW-ALL SPAN DIMENSIONS--BRG. WALLS I PRIOR TO SETTING TRUSSES.. I�. 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI l - - - - - WALLS SHOWN ARE TO BE BEARING.. - - _I 3 PLY HGR. I SIGNED APPROVAL: X I JOB NUMBER: DR2879Q DATE: CU SPAN CUSTOMER: D.R. HORTONC BY:T.H JOB NAME: 2879 ELEV. G—Gr1— i yyb a: b i �I�I r elu(vI CITY OF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number:- `� Date: The undersigned herebyapplies f//or a��permit to install the following electrical: // Owner's Name: Address of Job:�� Electrical Contractor.�bn ��e" Residential: Non -Residential: • Number Amount Addition, Alteration, Repair Residential Non -Residential New Residential: AMP Service New Commercial ,; AMP Service " Change of Service: From AMP Service to AMP Service Manufactured Building Other. Descri tion: of Work .: Application Fee: $10.00 TOTAL DUE D. 00 lw By Signing this application 1 am stating that I am in compliance with City of Sanford Electrical Code, Applicant's Signature State License Number -06-203 7:09AM F�uM CITY OF SANFORD PFRhtlT APPLICATION 1�C 3 Z Permit sr : Job Addml t l pcij('jpjlop Vf WArkt lil+lorl� pl�t1►itl POP; v�tu� q w�til Inermlt Typci Building _ Elccnical .. Mechanical Plumbing Fire Poo) Spnnkler/Alarm - r Chan e of SCrVICC _— Temporgry Pole Elatric5tl: New Service - a of AMPS �'.� Addition/Alteration 6 New (Duct Layout &Energy CAIc. Required) Mtehjkntenl: Residential ' Non.Rcs)den'm tial Replaeeenl PlumbinV New Commerclul: p of FIXLuICS 0 of Water & Sewer Lines q of G'as. Lines PlumbinP/New Resldenttal: N of Water Closcls._ Plumbing Repair- Resldenlial or Commercial Occupancy Type Residential ' COf1 Mciclal Industrial Total Square Foutne'. _ i Construction Type: N of Stories: is of Dwelling Unih: _ (food zone: (FEMSA form required for other Ivan X) (Attach Proof of Owntrshlp & t egad Description) ( DD / Parcel x: > ) L D ( (/d O .Hera Name 6 Addrtaa: �' L 3 J 7- / Phnnr: _7Q C Y _ / e . l� `t lam_ �J -- �.-t L t'S t r \.C_ _ Contractor amc 6 Iddreta'. E� M_ vc- Z% y� StatcLlccnsc Numhcr N\C�.0 Phunc q( Phone h Fax: H L1 C) Contact Person: � . � � I � _ _ Bonding C:nmpany. —• - nrldrvr. .. .. - ..._ YdortFagt Ltndtr - Phone. Archllcct/Engintcr'. AdJress: Application is hereby made to Obuin a pcmit ter, do the work and installations As indicated. I certify that no wo k or inswllanon has uonv ne nc t4 prior w the s5uancc of a permit and that all work will be p WORK PLUMPING, to meet , SIO rd , Or WE LS, POOLSlaws ting corstruction in , FURNACES, BOIthis LERS,,sdiction. I HEATEIS, TANY.S,land t sepan e permit must be secured for ELPCTRICAL WORK PLIIMRING, SIONS, WELLS, AIR CONDITIONERS, cac. OWNFR'C AFFIDAVIT: I certiry that all oithe foregoing Informuuon i, accuratt and dut all rwk rill be done in complianot with all applicable Laws reguitnng on and zoning. wARNNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMFiN'f MAY RESULT IN YOUR PAYING conswcr TlV}CE FOR IMP OV zoning. 6NTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAN FiNANCPIO, CONSULT WrM YOUR LENDER OR AN ATTORNEY BEFORE RbCORDNO YOUR NOTICE OF COMMENCEMENT. NOTICE; In a4dition to 5hc rcquirtmcnts of thiA pmnit, there tray he liMillonal resnccdons aplslicable to this prOpcny L)uVl ny be found in the public rccords of this county, and there may be addivanal permits required fmm other tovernm—Al rnnna such +s cr nanagement dismcu, sate rgrncies, Or icdrnl asrncics. w, Acecpiancc of permit is verislwuon that I will notifyof the ruire of plor Lie FS I the owner of the prnperty q � - •7��3 r _ Dale •1i;nalurt or Conrn rrnetnr/AEt Dale Signaturt urOwncr/A(Cnl - ( �CkPS Print CUrirr-aCtO(/Agent's Nam Print Owner/Agent's Namc it Sienaiure of Nulary.Slaie. of Flnnda '- �a1e .Si re of N,' iatc nl Florida Uwc ,ter/nq.nt is _ Pei iunn w Knmvn w Me vi C'w tnclnr/Agent is V Pv,r n ia,ly Known w Mc ,n N oduccn 11) — PruduC.0 11). '..._ nl'I'L.ICA1'IO�VAIwi(OV(.I)IIV'Illdg:__.._... .. 1''... jlniu7l,�I)�ic) (I�wiial,lUa'.c (Init al 8 Ihw) (Inui�l $ Date) r1 . ag`fPOBGc M ARIIF /', TETTLEMOY R ss� MY COMMISSION C, CC 855100 V t-f0if�l EXPiRES:Jul15.2003 1-SM3-NOTARY Fla. Notary Service & Bonc ing Co. Permit # : Job Address: Description of Work: Historic District: CITY OF S0F.ORD PERMIT APPLICATION /1: ,Date: _ i-6 3 -9 iA!5 . / /n . / 1 - Zoning: ` Value of Work: S r /� Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool. . Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporbry Pole Mechanical' Residential ` Non -Residential Replacement New (Duct Layout &)✓nergy CalF, Required) F.+. 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 Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required fir tr ott)cu titan X) Parcel # Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: ,address: (Attach Proof of Ownership & Legal Description) Phone: License Nu Architect/Engineer: Phone: Address: Fax: D 17 519153604( Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with'all"applicable )avrs rc),jd ting construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR, ivit ,,TNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR. AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found to the public records of this county, and there maybe additional permits required from other governmental entities such as water rnana ement districts, state agencies, or f(Aml agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the require of en La Signature of Owner/Agent Date tgnatu Connetor/Agent Date ( o be,(-j- � Qef l� (�ksScl Print Owner/Agent's Name Pn t ontractor Asent's Nam Signature of Notary -State of Florida Date Signature of No_ry-State of Florida Date 0%vner/Agent is _ Personal)- 'Kno\crt to Me or Contractor/Ac.-: s Personalh Known to Me or Produced 1D Produce 1P1'LIC:\I ION APPROVED BY: Bldg: Initial & Date) -Special (onditions: Zoning: (Initial & Date) 1:1:._eS: FD. (Initial K Date) (In is �Cl Dat MIRINDA C. TURNER MY COMMISS10kiW DD 212893• EXPIRES: June 14, 2007 Bonded Thru Notary Public UndemOters