Loading...
HomeMy WebLinkAbout272 Clydesdale Cir 03-1514 New SFHPERMIT ADDRESS Cy CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #l02 Orlando, FL 32822 407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR \S Y-XSY? MECHANICAL CONTRACTOR PLUMBING CONTRACTOR lJ —ti MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION a PERMIT # 31 " 1 S \ L\ DATE 1 — 0 PERMIT DESCRIPTION UZ— MIPERT VALUATION a SQUARE FOOTAGE 0 -I S t7 t7 x ch cn I ty H CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 272 CLYDESDALE CIR for which permit 03-00001514 has heretofore been issued on 4/11/03 has been completed according to plans and specifications filed in the office of the Buildi Official prior to he issuance of said building permit, to wit as ` 20,8j Acomplies with all the building, plumbing, electr' al, zo ing and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL BUILDING: Finaled ZONING: Inspected UTILITIES: Subdivision Regulations Apply: Yes No DATE APPROVAL FIRE: Inspected Water Sewer Lines In Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: c 1 Street Drainage U•i Paved Maintenance Bond PUBLIC WORKS: Street Name Signs Storm Sewer 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 Street Lights Driveway FEES PAID DATE APPROVAL DATE AMOUNT 5/16/03 5/21/03 4/11/03 5/13/03 4/17/03 4/11/03 4/11/03 4/11/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 272 CLYDESDALE CIR for which permit 03-00001514 has heretofore been issued on 4/11/03 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 4/11/03 279.61 4/11/03 91.93 4/11/03 12.27 4/11/03 847.00 4/11/03 12.28 4/11/03 1384.00 4/11/03 650.00 4/11/03 1700.00 1 v*Oe"le— d) 0/6'3 O LDING OFFI IAL / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: - -O PERMIT #: -\ \y ADDRESS: CONTRACTOR: o PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. engineering Public Works 1 Utilities T), Swc OK 7113/o3 0 Fire (\ I A OZoning (\ I [-,-\ 0 Licensing (\ I A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 15 ooc vArs Atza P o-r 767a T L 0 0 -3 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION /off SINGLE FAMILY RESIDENCE**** ? U ck er DATE: - 1-O PERMIT #: -\ \y ADDRESS: CONTRACTOR: o PHONE #: y(D) - S3 a - y (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 OFire (\ A ac-:0,9fublicWorksImma1 OZoning ( Utilities OLicensing ( S CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: aj j -p PERMIT #: - \y ADDRESS: CONTRACTOR: PHONE #: '-A(D) 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 'lf-be appreciated. 7 ( Engineering Y02Zoning ire DPublic Works ( Ctilities 2Z2o3G.(,, J OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires July 31, 2002 Important Read the instructions on pages 1-7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 272 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 23, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE GPS (Type): or ##. ' NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82• COUNTY NAME I FBATESEMINOLECOUNTY120294SEMINOLELORI B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTWB%-WED DATE B8. FLOOD ZONE(S) Zane AO, use depth of flooring) 0045 E 4117/95 4/17/95 X 24.9 1:31 U. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)?0 Yes ®No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, Vt-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 tonversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (ncluding basement or enclosure) L. 0 ft(m) o b) Top of next higher floor WA. —fL(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. tt(m) o d) Attached garage (top of slab) N. 5 LM o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 40.5 ft(m) o f) Lowest adjacent (finished) grade (LAG) 38.0 ft(m) o g) Highest adjacent (finished) grade (HAG) 40. 7 ft(m) o h) No. of permanent openings (flood vents) within 1 It. above adjacent grade 0 o ) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) v SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to lnterpnet the data available. I 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 SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS n CITY STATE ZIP CODE 320 E. SOUTH S EpTATE. ORLANDO i FL 32801 511JNA I UFtt W , ))M W f' „ 7/24/03 I (407) 426 979 IMPORTANT: In these spaces, copy the corresponding information from Secdon A For Insuranoe Company Use: BUILDING STREET ADDRESS (Indudng Apt., Unit, Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO, Policy Number 272 CLYDESDALE CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/eorrrpany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items Et 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 sunlar 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.(cm) above or below (check one) the highest adJacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b)'of the building is _ IL(m) _in.(am) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the hop of the bottom floor elevated in accordance with the community's floodphin 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 owners 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. CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS M Chock here if aftachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by lawor ordinance to administer the corrmruniVs 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. G 1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authored 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 community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for. New Construction Substantial Improvknent 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: _ _ fL(m) Datum: LOCAL OFFICIALS NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments PLAT OF, SURVEY DESCRIPTION: (AS FURNISHED) LOT 23, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA JAMES R. CORRIVEAU AMERICAN HERITAGE MORTGAGE CORPORATION 1" = 30' GRAPHIC SCALE 0 15 30 CENTERLINE OF RICHT OF WAY - - N 89.36'15' W 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 07-8-03. 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 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND IHE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON 111E NORTHERLY LINE OF LOT 23 AS BEING S89.33'46" E PER PLAT. FIELD DATE:) 04-01-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: Wf2M REVISED DESCRIPTION ADD CERTS 8-4-03 CK JOB N0. ASM39867 - INAL 07-8-03 CKB FOUNDATION 04-24-03/0 DRAWN BY: LOT PLAN 02-03-03 JML NOT PLATTED 50.00' 5.0' LOT 23 0a J n O 40.0• W CTT ONE STORY O N CONCRETE BLOCK O c RESIDENCE o n LOT 22 N o FINISH FLOOR N ELEVATION=39.17 O 272 CLYDESDALE CIRCLE n O CZ COVERED 1 ENTRY 5.0'- 3• 5.0' LOT 24 U To. UTILITY EASEMENTS' yA WALK IS WALK IS I.a oFF 3, p;. N89'36'15"W 1.4OFF 50. 00' oisOI V•I I111. 77_ - I J p 105. 74' 217. 51• V---L] TRACT " A" CLYDESDALE CIRCLE LEGEND 0 FND NAIL AND DISC PCP N4671 (07/08/03) O FND 1/2-IRON ROD AND CAP LB #6393 (07108103) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. O. DENOTES C14ORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES'POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE Is BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 41. 40 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/ W CONCRETE WALK S/ W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17- 6. FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA AMERICAN SURVEYING & MAPPING FOR CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 THE 320 EAST SOUTH STREET. SUITE 180 FIRM OR- ( 40 FLORIDA426-7 WILLIAM R, USCATELLO JR. PSM 4 28• DATE 32801- (a07) a26-7979 N CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: 03 I "f Date: The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: 2 ) -- 9 Address of Job: -; T --d= •. 2 Z C ,oj o J o4 oiv Plumbing Contractor: ADVANTAGE PLUMBING, INC. OVIEDO, FLORIDApq 62-0027Residential: Noh4Ft -dg*4 Number Amount Addition, Alteration, Repair Residential & Non -Residential) New Residential: One Water Closet jL Additional Water Closet Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sgf6r-d Plumbing C Applicant's Signature —C4 PPS C.- v^7d'7g State License Number ADVANTAGE PLUMBING, INC. OVIEDO O- 19OXFLORIDA 32762-0027W7) 366-3994 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 NARYANNE HORSE, CLERK OF CIRCUIT COURT SENIMIE COUNTY BK 04775 PG 1600 CLERK'S A 200305991,5 RECORDED 04/10/2003 10:52:22 All RECORDING FEES 6.00 RECORDED BY N Noldon NOTICE OF COMMENCEMENT Prepare in duplicate) 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 property: Lot(s) 23, 25, 26, 28 & 50 Bakers Crossing Phase 2 Plat Book , Pagc(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 inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (I ) year from the date of recording unless a different date is specified): D.R. Ho Inc. 0 by: WO'5 rt A. Lawsoe,Assistant Secretary Corporate Sea)) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of 12003 WRobert A. Lawson Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on behalf o t e corporation. She is personally Gown to me. Notary Public, State and County Aforesaid 2oty ignatur eQl Notary Seal il•IEU COP1 ARYANNE MORSE CLERK OF CIRCUIT COURT SEMINOLE COUNTY. FLOM* DEPUTY (%LF-RK 6 APR. to M COUNTY OF SEMINOL[ IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75353 DATE. - BUILDING PERMIT NUMBER:_!,_ (CITY) COUNTY NUMBER: UNIT ADDRESS: TRAFFIC ZONEsZON[: JURISDICTION: SEC: TWP: RNG: PARCEL: _______________ SUBDIVISION: '/\^ ( TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: L. OWNER NAME: ; -; fo' ADDRESS: APPLICANT NAME: ADDRESS: LAND USE USE CATEGORY: 001 - Single Family Detached House TYPE US[: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # TY,E TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS un"o ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS) . COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.O0 AMOUNT DUE $ 2,2a5.00 STATEMENT RECEIVED BY:/ //1 / SIGNATURE: CPLEASE PRINT PRIHT 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., PERSONS ARE ALSO ADVISED VAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF 1*1-1E COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT*********`k**=***** R CITY OF SANFORD PtRMIT APPLICATION1433 Permit No.: d tJr A Date: Job Address: Yl a a _st'A --- Permit Type: Building Electrical Mechanical Plumbing Fire AlartdSprinkkr Description of Work Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Linea yS5 , h8 Occupancy Type: ZResidential _Commercial _ Industrial Total Sq Ftg: aq-a_4 Value of Work: S _ Type of Construction: 610Ck— Flood Zone: Number of Stories:_ Number of Dwelling Units: J_ Parcel No.: Attach Proof of Ownership & Legal Description) R . ANC-• 40-.-q CN P 8 • LA. -0- ? Ql t State License Number: CBC'O Contact Person: c-( Yl Phone & Fax Number.40+_1 ef:;74 — of t0 ( ` a4 8S-q q Zz8 Title Holder (If other than Owner): Address: BondingCompany: Address: Mortgage Lender: O/, Address: Phone No.: Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOP, 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 gorcrrrmental entities such as water management districts, state agencies, or federal agencies. Accep ce of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. K"* Signs of Owner/gent Date Si of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date OFFICIALPATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDACOMMISSIONNO. DD134330 MY COMMISSION EXP. IULY 26,2006 Owner/Agen is Personally Known to Me or Produced ID APPLICATION APPROVED BY: ,lJJe Y4 Signature of No - Date OFF1 (AL A PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDACOMMISSIONNO, DD134330 MY COMMISSION F.XP. ULY 26 2006 Contractor/Agent is `Personally Knouts to Me or Produced ID Date: Q -a 6 - 3 Special Conditions: r + APEX PEST C O TROL 4S.ez tzion' Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Instill: Contract Number PUCHASERS NAME AND ADDRESS Name _D.-. \ ddress ( Cite/State/Zip O lLLo, 01 i 3Zc,ZZ Phone &C Email INST.VLLATION ADDRESS: L—3 ? 2 SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED:lu1' Quarterly Payment Amount 9*7-ItTc,r; .j 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 R Email nn -- DANIAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will errant 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 GO','"ET N THE RELATIONSHIP OF THE PARTIES. apex Representative Signature Date Customer 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; and4. during those years, Inform the Customer of: n, 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 SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheidentifiedpropertysubjecttothetermsandconditionsofthisagreementforerquarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the aren(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing Nvaterunderpiertypestructure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or underthearea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyinginsectinfestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFF`IRiMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARItAiti'TX, Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)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 treatmentmayhaveand (2)it is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy orsensitivityconcerningodors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All componentsoftheSentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. A. 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 relationship(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 wilt; (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) identifled herein as of the date of the Initial Installation. Prior to; (I)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticlde being applied on or close to the location of any Station, or; (3) soll is removed or added around the foundation, or; (4) any tampering of baiting equlpment 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. PAYN•1ENT/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 ma% Ithout notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue 11 the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred b\ 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 i held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force anc 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. t. 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 fulfillin Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuellor materials, stt'ike embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Ape: Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not t responsible for; (I)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alteration 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have bet repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunde Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures f. commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all t 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. T proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators NN be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Indlvldual b,15 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 partles a 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 relieved of any liability hereunder If Apex determines, in Its sole discretion, that it Is unable to prevent or stop further damage to Prope- 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 writingTheApexCorporateOfflce. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the identif Property for any purpose contemplated by this Agreement, including but not limited to re -Inspection, whether the inspection was requesbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date. After tInitial12 (hvelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area508SPlumosaSt. 7006 Stapoint Ct. #G 5314 Fnulkenburg Rd NMerrittIsland, FL 32952 Winterpark, FL 32792 Tampa, FL 33510407459-2847 407-858-0540 813-221-2847800-929-2847 888-764-2847 877-459-2847 I hearby name and a Limited Power Of Attorney int: Craia Coulton each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply t The Buildinq Dept. of: l / I "tcj o Gann 5r For a residential permit for work to be performed at: Lot 1"t Subdivision Cr ass Address: 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 instrument was acknowledged before me this: Date: Z 1 q C3 By: Richard B. Ladd ( Contractor ) Who is personal) known to me. State of FI/ orida County f Orange ` Notary Public Signature OFFICIALNOTARYSEAL i PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MYCOMMISSIONEXP. ULY26,2006 Notary Seal 4 kill JAIVYUILU P.O. Box 2847 SANFORD, FL 32772 nt I'I tc.)rJl: r; (407) 330-5630 I AX 11 (107) 328-7367 APPLICATION FOR wrii,vey SI RVICI? I UI,I, NAME-) SFI`VI(T ADDRESS 1 1 II.ILJ(; I)1)RI:SS(D256 a2 TURN ON l)ATI SINGLE FAMILY MIRESIDENCE MULTI - FAMILY RESIDENCE uwr r(I CJ. e,t COMMERCIAL n F( XK, Lvl {Or '- 9-D S WORKf, ci 101 SOCIAL_ SECURI- I-Yit 1;- HOME# OWNER OF PROPERTY_DAZ }4c,r -c I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. IAGREETOFOLLOWALLCITYRULESFORUTILITYSERVICEANDTOPAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDEPROPERIDENTIFICATIONANDANYOUTSTANDINGCHARGESMUSTBEPAIDAITHETIME. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY ALLOUTSTANDINGCHARGES. I AM ALSO RESPONSIBLE FOR MAKING SURE THAT ALL FAUCETS ARE TURNED OFF INTIIL= HOME BEFORE THE SERVICE IS ESTABLISHED. THE CITY IS NOT LIABLE FORDAMAGESCAUSEDBYWATERFAUCETSOROUTLETSLEFTON. I UNDERSTA HAT , ON -PAYMENT OF MY ACCOUNT WILL STOP SERVICE. SIGNED-, 1ell,,L DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' CUSTOMER# APPLICATIONFEE $ LOCATION# OTHERFEES $ LAST BILL READ TOTAL_ $ THIS READ— _ - CSR DA I- CITY OF SANFORARBUILDINGRESIDENTIAL BUILDING PERMIT. SU BIVIITTAL EQU MENTS FO I Two (2) recent boundary and building location surveys showing setbacks linesforpermitforstructures (not fences) fromallstructurestopropertyz Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: 11 bearing a, moment for a replacement. walls. Provide side view dctai s Foundation plan indicating f of these footers with reinforc b, Floor plan Indicating interior lpartitions room dimcnsion, dwindow,andoropening sizes, smoke detector, locatlon(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. R Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) h and south. C. Elevations of all extcifA; `lClty Engineering Department or nish floor elevation heigh per subdivision plat. o d, Crops sections of all wall sections i o 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:=_S•F. Garages/Carports S.F. Porch(s)/ Entry(s) S.F. Patio(s) S.F. Conditioned structure S.F. Total (Gross Area) 3, Three ( 3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. S. Other submittal Documents: p n. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department att 400 W. Airport Blvd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for detalls 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, mechnnicnl,nnd plumbing 3. Foundation elevation survey i 4. Slab 5. Lintel- tie beatbs - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing i 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulatlon, walls and/or ceilings 13. Electrical final, mechanical final 'andl,plumbing final 14. Building final h 15. Other DATE SIGNATURE My Owner or Authorize ent) IIMN® Since 1978 March 31, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter Bakers Crossing 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. for the following work: Construction of a SFR on Lot 23, Bakers Crossing, Phase 2, 272 Clydesdale Circle Sanford, FL 32773 hereinafter referred to as the "Owner", recognizes that issuance of 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 authorized for use by the City. The owner hereby grants the City the right to use of the SFR for occupancy until all of the above -referenced project compliance with all applicable development regulations. and deny is in 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. 102 ® Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com Q MU= Since 1978 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. Printed/ Typed Name Medalid Jorge Printed/ Typed Name COUNTY OF ORANGE Owner) Robert A. Lawson Printed / typed Name Assistant Secretary Title foregoing instrument was acknowledged before me this 31s' day of by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. nally known to me or who produced their Florida State Identification. F'N'OTA FFIC!n`', 1RYS6gL Iil AM,yLSS,ONN10. DC134330MYCOMMLSSIONEXP. ULY2ti,20Jb Notary Signature Notary Stamp March, who is 6250 Hazeltine National Drive, Suite 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com March 31, 2003 Russ Gibson City of Sanford Dear Mr. Gibson, Westlake Plantation, L.C. stated to you in a recent letter that the following work will be completed at Baker's Crossing: 1. Structure for 84" pipe in question will be modified per a design by Neil Hiler, approvable by the city staff. This will eliminate any question of its longevity. 2. They will install a rear yard drainage system per their dimension for the other. two blocks in Baker's Phase 1 impacted by A/B drainage. DR Horton understands that with that letter The City of Sanford has agreed to release building permits in phase two of Baker's Crossing. Please consider this letter confirmation that D.R. Horton will ensure the above work is completed by the Developer of Record, Westlake Plantation, L.C. Furthermore, D.R. Horton understands that until the developer completes the above - mentioned work there will be a hold on the issue of certificates of occupancy for homes located in Phase I1 of Baker's Crossing. D.R. Horton, Inc. Division President f' 11 PR 0 ? 21333 j 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 D. R. HORTON HOMES SFR PERMIT PACKAGE Gl CITY OF SANFORD CHECKLIST LOT #21-3 P-2-SUBDIVISION: BAKERS CROSSING ADDRESS 2 2 uUnWDAL CR. 5wFo I 32-n3 BUILDING APPLICATION POWER OF ATTORNEY{ 2 SETS OF SEALED PLANS i 2 PLOT PLANS I I. 3 SETS OF ENERGY CA!LCS MANUAL / DUCT LAY OUTYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT 7APPEX CONTRACT Sri U6lcJle, Rrm„- J 5-06-203 7:09AM PROM MN'•.0'•ra ., ..t .. -?,r.r,v+.rv(.Ve•Y:In..,,,q.....,iVr„:.,.... ,., ..,.., ., .:..:...... .... . Permit 0 : 3 l Job Address: E4a,, 4 &- -'Q - — k CITY OF SANFORD PERMIT APPLICATION / Date: Description of Work: t C i11 4.vr1 pirlrlctt 7.npigR: Yvlue of Work. S Permit Type. Building -_ __ Elcurrical ., Mechanical Plumbing __ Fim Spnnk.ler/Alarm Pool Temportry Pole Electrical: New Service - a of AMPS Addition/Alteration Change of Scrvicc __ Mechanical: Residential _ Non -Residential Replacerrienl New (Duct Layout &Energy C61c. Required) Plumbing/ New Commercial: a of Fixtures P of Water & Sewer Lincs q of Gas lines Plumbing/New Residential: q of Water Closets _ Plumbing Repair- Residential or Commercial Occupancy Type: Residential V^ Commercial industrial Total Square Footage: -- Construction Type + of Stories: a of Dwelling Unib: __ flood Zone: , (FEMA form requirud for other than X) Parcel a. Attach Proof of Ownership &, Lwgal Description)( 6 _ Uwnsts Name Addr[aa: r. L S1 Phnn[._7D J /- / 6t Addreu: V Vt.i..L. Contractor ('amc - - E - vU I ,•, I / State License Numher - H L! 4 Yhour & Fax: - Z8 ' Cc 3c Contact Perron: t / `CL.0 t Q Phonc: _.. Donding Company Addre. s-- Mortgage Lender. Address: - Phone Archilt- cUEngiricer: Fa a: Addresa: Application is hereby made to obtain a permit to do the work and instillations as indicated. I certify that no wink or insullanon has convnenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetalandardsofalllawsregulatingCOOYwctioninthisjurisdiction. I undmaind thus i separate permitmustbesecuredforELECTRICALWORY, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, cic. O ER'S AFFIDAv IT: 1 certify that all of the foregoing information iii accurate and dial all . %xk will be done in compliance with all applicoble laws regulating constructionandzoning. WARNrNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMBN'f MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMIENTSTOYOURPROPERTY. 1F YOU INTEND TO OBTAfN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RE.C:ORDMO YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of thin pormil. there may he additional restrictions applicable to this propcny that nay be found in the public rctiords of thiscounty, and there may be additional permits requirod (mm other governmertul entities such as water manogement dismccs, state agencies, or federal agencies. Acceptaricc of permit is veritIcution ihat I will notify the owner of the property of the require meptf of.I:llor' en Law, F 13• s Signature of O-ncr/Agent Date rSiZnuulu r'C of t ontr'aetnr/Agent Da(c Prim Owner/Agent's Namc-Pirinnnttt//C// lontraetor/Agent's Namc Si$ naturco(Nutary.Surr.nlFlnnda I)sm .Cg inaturco utcnl'Flond.,— c I twncr/ AGcnt t _.._ Pctiuniny Kj)n, n w Mc ui AI' I'Lll A1'IOK Ah141LOvfa111Y Ilidg: _ .- lnrt al & I)atc) t,* W,traClnr/A,cn1 to zPrrc(..Qdv Known lu Mc w Inuiil Dale) (hi,tial .- Uite1 (hwliel J Uotc awa• P••w aq r,o%MARIE A. ZETTLEMOYER MY COMMISSION JJ CC 855100 EXPIRES: Jul 15, 2003 1- BDI)3NtnARY Fla. Notary Servioa a Bondirg Co. 2-24-1995 4:57PM FROM P.I CITY OF SAj(N FORD ELECTRICAL PERMIT APPLICATION Permit Number: [G- Date: _3 The undersigned hereby applies for a permit to install the following electrical: Owner's Name: Address of Job: Electrical Contractor: `or_ i}i /"io r 7Juc v G tsA=, Residential: Non -Residential: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. plicanVs Sigodurb State License Number n .., y. ..,;:i.:j'i•"•, rri3: .. -.:,::i:'i3 5.,a 'l'MYy,'9.y KR+ i?:,•.,. . .. ,. f '`• 1;j5^ ;"+ t .i''/4.r yj'Te`r ,. •,r'2 y. CITY OF SANFORD PERMIT APPLICATION Permit # :(,{ / T ly Date: Job Address: Description of Work: Historic District: Zoning: Va ue of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI __ Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole+,;: Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy Cali. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential -"' Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for (baler than x) Parcel M (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Addres L1.L/.. a Phone& Fax: Bonding Company: Address: Mortgage Lender: . Address: ArchitecUEngineer: Address: jriit e,'t la IWDZ"a %so L IW wYYrsr License \umber: P1 /t7 No 53 Phone. Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perforated 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: [ certify that all of the foregoing information is accurate and that all work will be construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CON, TWICE FOR DAPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. j NOTICE: In addition to the requirements of this permit, there may be additional rests this county, and there may be additional permits required from other governmental en Acceptance of permit is verification that I %%iII notify the owner of the property of Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personal]. *<no kn to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial S Date) sPecia! Conditions: Date ance with'all'applicahlc law:: regwating f MAY RESULT IN YOUR PAYING ITH YOUR LENDER OR AN y that may t distric , state Lien l a6, FS 713. Conuactor/Agent ind in the public records of gencies, or federal agencies. 13 1 Date Print Contractor .-\eent's N me 13 Date Signature of No--N-Siaie of Florida Date YL1tractor/Av.-.::s _ Personaliv Known to Me or Produce ` :D Zoning: Lt:::::a: FD: Initial & Dau) i : rT"Eri S: Date r 4 OPTIONAL SSB CLASS OR TE AVARAMESEESocnomCW" r s: r. dl 11 11 11 11 11 3 s) NrE Y.1E sTAu FDR 16' .9ropc(jDooR. URETK AAo1 (LO 17NIiR) I 2 DATE: 11/00 1 I — I OTr (1) WAS (2) FOR TRACK BOLT HORVONTAL 20 U 101. 00 Vk.CS ATVOm 90 DOOR DOOR SM WRIT PAIURm IOC4-IDC SnIZU Crop. BOT10U . awro). Il i l i isl!raid 1 11 PST8ES1 c IIiICIICIIIIO _ I XV I ICI I=1w ICI I, LLLaAT10L1 Or A OPTIONAL OUTSIDE IETED LOWwrsP'OSII10f1 OIMAXDOORIMODI . Ind 1/:.]/•• 91r 14 rwo MNQS.IPPf1: IN MIpUEDMIr HINCE 1 J LAC SOB.1E5 OM If m11U6 1 OD. 1-1 VON V, 1J: DOORS IF m Yd 1fON DDIe95I K .) SEC71016 (910 MJ DOORS wER Y-0' If01 LIONSRi ar ( SQTri6 QIOf 9C.1). iROITE FRAME 1RM LLV. PROW A OUISOE SIFr/CZ SER KOUfED. LAC STREWS W LC IIDUDFRSIfr B.(f NDf RFAUESDI W P10100 . rL191 WUOMG pREAIL RID-20MOL J11O5 Oo TOE OiIIR[R TAAD 2e YaLow PPE J" STOP UOLADPC Br DOOR OS'EALIM (TO SLR) m CA W CALV. STEEL OO STILE 20 G CALV. Srm fEfOC SLLE ti r r 0f0( nnnnNN I Au ssM 10 Sold TRAIX CA m. Sim SI-I OOAfm W R 6-.0 LOl 10 A BAKED -ow POITLSTUT TOP FOOAT APPL D TO BOTH ma Or STEEL 90L Sw W JOIN' O• rALL U-ew+ 20 CA CAIv. Sim I/l "XD STRC CTH: 50 d ' r 1-Tro• r Scum A -A (WE 4 SECTION R-B 12 G GAL, Sm 2 Urc PrIARER " 14a PIN ICAO $CREW BRAOEE 5114rUEO m 5 1f 10 WErS PER UTO E N AIOCRS ON 21 roo (c-00 PFA i1iK2( lNCQ7. 7.A- OA2•• CUITO6 (2DO0/9 lal OLj as )/le' ID. a10.110 N}P T( 2A00 rASfUOi (o m.m Ol1Dp le CA CALV. Srm CDRER MINCE 91APrO1awlrm MOl SRLS • . G CALV. STm TOP OAK LA r a SIfE E NCIOIS, 1OD. INL -mb TEED, 2• CLLv. Am IRA. rAsTEMD mTv. 51m ROLLIA M1R r1. & 1(TItSVQ`k5ROU" ORICKT. fiA frE11 TJPCO2 AMm m wr ISE COLRFT[IniRa 12 CA T/Lv. Sim IRA= TRooTmSICIED mBRACKET ArE4CHDf/(•) EACH SIDE Of DOOR. LOT NDffD) IO PFIOAOE A N18SH TRKX ATLOED TO POOH WACPXT1.6/e" 91QT IICEAL MCR. SU6AQENDiftW( DUOS DO Tor I TH OrE 1/•"Oro" Bar . NUT) 1/•"A7/. SFlf GPPfIC SUE9S PEARJMSERLDO. ORTWO1/•" OK -LETS.Wri l UB SHORT SIOL 10 BYL SIm ROU: L DoI 1 CA CILV. STSTEELOTDE S JN f HAmjB DARK IRSiFATTUD. L UO H04C . EAOI NRA. PRrLLR.rr1N fli JAYRS RY ORE)6. FUNK. P.E. /.e425 FASTENED j ENjDjp/e• M90E IwIDLE erns rl NORTH CAFAKW PL JUU2 a ( 4) IiC/ra-..i/: SELF nicer Ngm mc = . DESIGN LOADS: +24.0 PSF h -24.5 PSF Tw+ PNe SaEvrs. ntTt (PD[N TRACK ON I.ofF 2. I1E DE9b1 Or THE SUPPORTING STRUCTURAL UD,ORS ouT9oE EACH SOC 9Aul eE THE PLSPON9B411' CS TIE PAOrESSCNAI DE TEST LOADS: +36.0 PSF h -37.0 PSF 1• AI1olE OF DOOR. RETARD FOR IRE BUIDDC OR SIRLICR1rE N0 N AOCOIiIANCE J• rAu . m G GLv. Srm u-ewt5 U0 anc ear 0RI CUR R0IT &ADM CODES FOR THE LDAOS LISTED ON .1 ® II ia D TNA. PART NO..• - N A 2-1-2-1 PAfTON (1C rlr0 U w15 SIAL LDO( DE.VZS T1a 'IO DH 80TIOU SECIIOIL DIIi D-BAR ON MUf MB gOtx NOIIDL •• IDEAL S12 "" qEllsECT101I cTcvolU-aw ATTACHED I= . u3l2"v ID6 DN 4s202 TAPPVC SCREWS FDO aH 1"" ` i mTOLERANCES o. EACH SOC Id Ru 1-13-SEI-4B00 PEA ' TT0N' O DOOR. „ .,~.r., .0 - t.03 WI••L I. Ra 1-513-T62-.S19 Nya. 5 Ix-bal —A a —`L"`Ee.a .00 . 1:.015 DESCRIPTION: w00EL 6RST ws 16-0 8-0: 24/-24.5 DESIGN LOAD 1rcr O!'10N Mn.w W. .w'ce .rr,rl: .000 . t.005 FI a CALV. STEEL BOTTOM BRACKET. •4 " "r .0000 . t.001 DRAWN 8Y: BL/u GATE: 4/I9/00 SCALE: NTS DWC. R A1 WITH ( 2)1I..s/e• sHm METAL Su+LTvs. /.•YN / z e' iV ihrt0 A^M< a.. wa.. DW-- - t 1/Z CHECKED 6Y: www GATE: 4/18/00 SHEEP I OF 11 SIZE 1J YH LM+m+ Stwea DUH.+e REV NO I ProieetionO0EmSOHSARENNOES. DWG. NO.: 102138 2 JI-1it u il.V jUil,DINra DIV. m C 0 A u 4 MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN) 3 LISTEDOPTIONALDSBCLASSOR 1/8" ACRYLIC UTES AVAILABLE SEE SECTION B-B) 20 GA MIN. ENO STIES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-L.00 SYSTEM A OP. BOTTOM k CENETR). I LIN REPORT#9606C 25 Gl MIN. GALV / LOCK ITION STEEL SKIN COATED WITH A BAKED-0N PRIMER. S TWO POINT LOCKING AND A ON POLYESTERItETOPCOATAPPLIEDTOBOTHAPPLI SHOES OF STEEL SKIN. M% I L__ A F WW1 f OPTIONAL OUTSIDE KEYED LOCK POSITpN I MA1C. DOOR WIDTH 9*0*•0• O /144/8" SHEET METAL SCREWS i O O ONE 3" TALL x 20 CA. U—BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LDCG ON EACH SIDE OF DOOR IN9TIF._IOF BOAT LIl(9( OPTION DOORS UP TO 7'-0- HIGH CONSIST OF (4 ' DOORS OVER 7 -0-0 CONSIST OF (5) V.DONS (T1OSr°NI"SJWM). i 1/4"x3/4" SELF TAPPING SCREWS. 14 GA END HINGES 18 GA. INTERMEDIATE HINGE a NEW • NEW C• 2x6 YELLOW PINE JAMB 12 CA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16"xl-5/8" LAG SCREW PER TRACK BRACKET. 2" CALV. STEEL TRACK FASTENED TO J 2 GA CALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8" BOLT k NUT OR TWO 1/4" DIAL RIVETS. P I I A4 I II/00 1 - 2" BCC( 3" TALL U-BAR 20 GA. GALV. STEEL d3.r 1-7x = Ie GA. GILV 51EM TOP T ERT EACH IHtr5/A' SHEET METAL SNP 1.1P JOINTS p 14 HA aLv. STEM OHO HINGE. EACH FASTENOD(TO END 9fIT W4) lad k (4) 1/4'x3/4- SELF TAPPING SORETFS' x k l' ax Z_z T ATTACH 1 TAPPING ISIONS H' DESCRIPTION OTY (1) WAS (2) FOR TRACK BOLT HORIZONTAL TRACK SUPPORT DOOR INSTALLER (TO S 13 GA. GALV. STEEL FUG BRACKET. EACH FASTENED TO WOOD JAMB WITH 3) 5/16"xl-5/8" WOOD LAC SCREWS. HQff: DOUBLE TRACK TION LOW HEADROOM is AVAILABLE AS AN OPTION DOOR HEIGHT l' i• 2' GAIN. STEEL TRACK. 6 -6 0 MIN. TRACK THICKNESS:.060' 6 8 -0 88 TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. 4) TRACK BRACKETS PER SIDE. LOCATION.O 1' LfOi TOP BRACKET HORIZONTAL taem{ 1RdKµ({ j14laas FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE DOUBLE TRA!'K L ZWB ATTACHMEM fRW BLmryNGS): 'BRA ET. M WR1 TWO n YWMINDQW 1T4a/8SHEET METAL SORMS. R REQUIRED. LAG SCREWS WY BE COUNTERSUNK AHtemHulN oTTmUsfoN PEI CLASS OR UTNOTREQUIRED) TO F'RONDE A FLUUSII YOUHTWC • vNNIt MTTAU1HOsmv. 1/8ACRYIJCLJfETION B-BSCE. HORIZONTAL 44AM 00 NOT TRANSFER LOAD. STOP MOULDING BY DOOR INSTALLER (TO SLUT) 20 CA MIN. GALV. STEEL ENO STILE 8x3 SECTION A -A (SIDE NEIY) PAID HEAD SCREW VERTICAL JAMB ATTACHMENT (C-gQ M ( 10 SCREWS PER LITE)END 2 0 PSI KIN. OOINCREIE CILl1MN_: SRIE 3/8"x4" SLEEVE ANCHORS ON 24 CENTERS (BOTH INS. a- C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR -SNAP LATCH ENGAGES STI E 4JIJM 1/4*.4' TAPCON SCREWS ON 24" CENTERS (2.000 20 CA GALV. STEEL WEER. STILE PS MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, H RS MOH. WASHERS REQUIRED WITH NOTTAPCONS. ANCHORS MAY BE ACOUNTERSUNK INTER. STILE BUT Iqi REQUIRED) TO PRONOE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OUTSIDE KEYED HANDLE 18 GA CALV. STEEL CENTER MINCE FASTENED TO INTER. STIES W/(4) H 14x5/8" SHEET YETAL S(7RE'S 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO ENO STILES EACH W/(4) 14:5 8" SHEET METAL SCREWS AND 4) 1 4"x3/4" SELF TAPPING SCRElYS PER ENO HINGE. ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF ODOR. OUTSIDE WWDLE OUTSIDE KEYED LOCK LOCK BAR LOCKING INSIDE HANDLE PREPARATION OF JAMBS BY OTHE_R.C_ — 2- OU, SNORT STEM. 10 BALL STEEL ROLLER. r•ab. TOO Sate OEnS s. Uwe CONFIGURATION ..NxA NPaOU TSB TOLERANCES en SECTION C-C w •.tea a.I.A .0 t.03 NOTE 2 THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS r '°""" `"' w"'' . 00 - t.01S SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF .000 - t.aos RECORD FOR THE BURRING OR STRUCTURE AND IN ACCORDANCE /A `ate ~ ^ 4"0 •.N 0000 - f.001 WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON I1Al8C WESTE EID, P.E. / r J, -' I"CI j re00 t. T THIS DRAWING. FLORIDA P.E. 48495 r Third AnOe / NORTH CAROLINA P.E. 123832 l Projection - OhWH KM A IN 64POW'N90NS ANC N FACC LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. DESIGN LOADS: +25.0 P.S.F. h -32.0 P.S.F. TEST LOADS: +37.5 P.S.F. h -48.0 P.S.F. x PART NO.: - IDEAL 3121"A S°100 QN 45202 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BMM I DATE: 4/18/OO SCALE: NIS OWG.R CHECKED BY: MWW DATE: 4/18/00 SHEET I OF I SIZE L DWG. NO.: 102137 1 REV. NO. 1 MAKE COWNTY BURDIN'Ci !)IV. RE 1.1 A 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO ENO STILES EACH W/(4) 14:5 8" SHEET METAL SCREWS AND 4) 1 4"x3/4" SELF TAPPING SCRElYS PER ENO HINGE. ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF ODOR. OUTSIDE WWDLE OUTSIDE KEYED LOCK LOCK BAR LOCKING INSIDE HANDLE PREPARATION OF JAMBS BY OTHE_R.C_ — 2- OU, SNORT STEM. 10 BALL STEEL ROLLER. r•ab. TOO Sate OEnS s. Uwe CONFIGURATION ..NxA NPaOU TSB TOLERANCES en SECTION C-C w •.tea a.I.A .0 t.03 NOTE 2 THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS r '°""" `"' w"'' . 00 - t.01S SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF .000 - t.aos RECORD FOR THE BURRING OR STRUCTURE AND IN ACCORDANCE /A `ate ~ ^ 4"0 •.N 0000 - f.001 WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON I1Al8C WESTE EID, P.E. / r J, -' I"CI j re00 t. T THIS DRAWING. FLORIDA P.E. 48495 r Third AnOe / NORTH CAROLINA P.E. 123832 l Projection - OhWH KM A IN 64POW'N90NS ANC N FACC LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. DESIGN LOADS: +25.0 P.S.F. h -32.0 P.S.F. TEST LOADS: +37.5 P.S.F. h -48.0 P.S.F. x PART NO.: - IDEAL 3121"A S°100 QN 45202 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BMM I DATE: 4/18/OO SCALE: NIS OWG.R CHECKED BY: MWW DATE: 4/18/00 SHEET I OF I SIZE L DWG. NO.: 102137 1 REV. NO. 1 MAKE COWNTY BURDIN'Ci !)IV. RE 1.1 A 4-- Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 f Updated: 3/18/2002 milemasters.xls PAGE DESCRIPTION DRAWING # / REPORT # SERIES INDEX MASTER FILE NUMBER 1 :... • .t (.::: ait6. .. 1 JINSTALLATION DETAIL W/ TAPCONS HORZ SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 11000 - 2 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW FLEX0028IFLEX0029 11000 3 JINSTALLATION DETAIL WM8 SCREWS HORZ SLIDING. FIN WINDOW XOX CONFIGURATION 11000 INDEX 4 MASTER FILE NUMBER 2 : JINSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW IFL.EX0020 11000 . - INDEX! :: MASTER FILE NUMBERS :. •. =.: :. ='r.:' ,'. 6 IINSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS JFLEX0016 11000,1500 & 2000 6 INSTALLATION DETAIL W/#8 SCREWS IFLEX0026 11000,1500 & 2000 INDEX `.' MASTER FILE NUMBER 4 7 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW JELEX0018 1000 8 2000 8 INSTALLATION DETAIL WM WOOD SCREW FIXED FIN WINDOW IFLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW IFLEX0035 1000,1760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW IFLEX0036 1000.1760 & 2000 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW IFLEX0037 1000.1750 & 2000 INDEX :MASTER 12 FILE NUMBER 6 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS IFLEX0021 1500,1000 2000 13 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS IFLEX0027 1600,1000 2000 INDEX;_ •. 14 - MASTER FILE NUMBER 8 :. ..: FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 1000 11500 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1 HMFLGTR 1000 / 1500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1500 17 FLANGE TWIN HORIZONTAL MULLION 5ECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HORIZOrTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES . 1HMFIN 1000 / 1500 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IIVMFIN 1100011500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11VMFLG 1100011500 22' ' FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES j1VMHMFLG 1000 / 1500 INDEX'-* 23 MASTER FILE NUMBER 7 ' FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 IFLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLG 2000 30 IFIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 12000 31 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFLG 12000 Page 1 of 1 mitema5tef3.E:6 0 ALITY WINDOWS BY FLORIDA EXTRUDERS TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1 /2" X 84 1 /2" .SER.. 1500 SINGLE HUNG NCTL-210-2318-1 53 1 /8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-21072089-1 180" X 96 3/4" -SER: 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS' DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. 80AFTEST caNCPETE OR HASONRY CPENING 3Y OTHER$ Oro BY vOOD 9LtK BY OTHERS CAULK BETWEEN v:NDOV FLANGE t vGOD BUCK GLASS (TYP.) SEE NOTES) VINCOV HEIGHT CHIC Sr wCOD - SUCK BY CT-.ERS CAULK B`TVEEN VCOD BUCK L M=S'Y OPENING BUCK VIDTH 3Y GTMERS SHIM AS RE0'0 INSTALLATION ANCHOR FLANGE TYPE 1,a' MAX. - 3/16' DIA. TAOC ON VINDOV FRAME (S_- NOTES) SM-0vN (SEE MOTE 9) JAMS INSTALLATION ANCHOR 3/16' D:A. TAPCON SHOvN (SEE NOTE 9) 1-1/4' MIN. CLASS (TYP.I EMBEDMENT (SEE NOTES) e CONCRETE OR A;O:IRY OPENING OTHEPi j au cM1 IC> J N CAULK BETVEEH / V VINDOv FLANGE J t WOOD BUCK PER IMET£R CAULK BY OTHERS VLNDQV VICTH 1 STUCCO BY OTHERS CAULK BETVEEN M:. oNIetSECTIONB-B OPENING 61 OTHERS WINDOW NGT. I K- y WINDOW WTH. ELF VATION VIEWED FROM EXTERIOR v ` a sal STOOL •Y BY OTHERS 0 CAULK BM ` • JINDOV FI ANGE PRECAST SILL t PRECAST SILL Bi OTHERS V/VULKEM 116 ADHESIVE CAULK OR APROvED COL. SECTION A -A A. T PkiP+AC'. 11. PK77U:1 L I 2 12002 M C1L[KiRIIG. INC:. TA,PCON LOCATION CHART IN CALL TIP TO LOCAw',NS HEADI(_OCATIO`S IN JAMS up To:tPYToTOrIU5OPY IPY ISIZETIP50s. 7TOr 022 74 A 26 C.0 C.0 LJ IJ 023 7, X 32 3/a C.DI I - .'_.G.E I,J.K,L IJ.K,LI02. 74 X 50 5/6 C : 0.[ I,J.K.L I.J.,,; 1 X a I,I,K,L 033 IGf 1/N X 39 3/6I I B.C.C.E I o.`.O.E I IJ.KJ. -I IJ.K,I1l/a X 50 ': • B.0 :: a . 1 =.0 :E.- I.J.K,L G.n I.J.K..L ii2I U II t J]/ f I IJI.JK.LT23 A 111 X 50 5/ee.C.O.£ C.O.°F IJ.Kt U KLT M2 120 X 26 b.L.— Z.LX.[ U. J. IJ.K.L M3 120 X 3f 3/B B.C.C.r I AEA r - UJ(J. I IJ.K,L a 1X /B A,B.C.C.E - A .C.O.E.r GJ+JJ.K : U K L 6020 72 X 2a 0 J+ U 6030 72 z 36 C.03.C.D LJ A.K.I. I 6040 72X43C.G C.O.E IJ.Kl IJ K.L 7020 64 t 2- L, 1 7030 6a z 36 B.C.0 E..-I i.C.O.E UJ(J. I U.K,L 704C a aAB.C.C.: C.O.E IJ IJ..Kt K.L8020 96 X 2- U.-.L C030 96 X 36 e.C.t CA.E IJXAJ.K; IJ.K.L a ae B. 0 n._ B.C.OE.F I G N I 1 K L 9020 108X 24 a.l.'.: U IJ.K.L 9030 106 X 36 - ex --.E 3.CA.E IJJ(1 IJ.K.L 9040 t a• B.0 G.E A.3,C t% r I K L 1 K I 10020 120 X 24 L.t,.[ U IJ.K.L 10030 I 120 X 36 B.C.S.-A.e.C.O.£.F I IJ.K.L U.K,I 10040 120 X 48 B.C.'.- z.C.O.-J I..1.K.L I•J.K.L NOTES: 1) SHIM AS AEO'D. AT EAZ- INSTALLATION ANCHOR. MAX- ALLOWA,SLE SHIM STACKTO BE 1/4-. 2) w1N0pW FRAM[ INATERV:: ALUL•:NUY ALLOY 6063. 3) TAPCON INSTALLATION A-%CMOR MUST BE OF SUFFICF_NT LTA. TO AC)yEVE um. EuEEDMENT,OF 1-1/a- INTO MASONRY OR CONCRETE. a) USE SUCONIZED ACRr-IC CA(AK BEMINO WtHDOw FLANGE AT MEAD k JAMBS. SU MUST BE ATTACHES TO THE SUSSTRA.E VITA VULKEM 116 ADHESVE CAULK OR A=?ROIF_0 EOUA;. H 5) USE SIUCONIZED ACRr CAV_K FOR PERWETER SEAL AROUND EXTERIOR OF WNDOW FLANGE. 6) IF EXACT wwDOw SIZE- IS NOT LISTEO IN ANCHOR CHART. USE ANCHOR OUANTITY.USTEO MITT. ) NEXT w GER SIZE. FOR T)•.E APPROPRIATE Cr-s" PRESSURE RMD. J B 7) GLASS T:IK:KNESS MA'! VARY r-ER THE REOUIREMEN- S OF ASTM E13M GLASS CHARTS. 6) LETTER CESIGNATIOrn ON THE TAPCON LOCATION CART NDICATE M`-ERE TAPCON ANCHORS ARE TO E£ INSTAL_;0 WHEN LTS.NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED HOLES NO. OESIGNXTED TOR TAPCON ANCHOR SHOULD BE FILLED w:'. /2 S:REWS OF SUFFICIE.: LTM. TO PRWO£ um. 5/e N. EMeEO-E-1T INT: wOG. SUCK. 10) APPLICATION Or VULKEV IIE A_ESrJE CAULK AT --=. E SILL MUST COMPLY 1YITH SEALM- MAMJ==cTUP£?.S RECOMM£NOATIOMS. 11) wNERE WN00M IS NS:ALLEO n MASCvfi OPENN; WITH ASiRUCTUAL Two e+ SUCK. USE !•D Sc=?rS OF SUFF-lCiENT LENGTH TO ACHIEVE 1-3/E" MN. EMeEDME+.T AT A_I ir,--ALLATION FA: ENE.R LOCA--ONS. PKv1.. :•: ii 250. MC a'=3v, r_==:_• i_7Ne iAr[ •37 B0:-0767 ru SNEA T.iNG CAULK BETvE-N Br CT.CR<_ VINDCv ri. t HCATNNG INSTALLATION ANCHORS SCRSv STUCSU OR SIL:NG BY O:..ERS PERIME iER CAULK BY OTHERS GLAZING IITP.) SEE NOTE 7) VINDOv ME IGHT PERIMETER CAULK BY OTHERS I. MIN. TvO BY VOCD n BCJnENT BT O".ERS INSTALLATION II \ ANC11(;R .9 SCREv STUCCO OR IIISIDINGBT OTHERS CAULK BETvEEN VINDDV FIN J I.NfK t SHEATHING SHEATHING EMBEDMENTByOTHERS SECTION A -A I/a• MAX, SHIM S-:1: SHIM AS REO'D. SEE MOTES) FIN TYPE VINDDV FRANC HEADER VINDDV HEIGHT I VINDOv VIDTH z.• O.C. IIMAX. (TAP.) r VINDOv VIDTH 1/4' MGX. S H:M SPAC= CAULK BCTVE:N TVO BY HOOD VINDDV FIN By OTHERS t SHEATHING SHIM AS RE0'D. SEE MOTES) II x I / \ I GLa21r(G (TYPE J PER;METER I I - I jbr GT( SEE NOTE 7) EOl1ALLY CAULK SHEATHING SPACE .£ RS BY O•MCRS ANCHORS FIN TYPE VINDDV STUCCO GR TYP.) FRAME JAM3 SIDING By INNSTALLATION OTHERS ANCHOR 3 SCREv B SECTION e-B 24O.C. J[2TYP,)FINTTPEMAX. (O. C. VINDOV FRAME SILL 6• MAX. (TTPJ ELEVATION VIEWED FROM XTER0R MARBLE SILL STOOL By •._ -w- _ _ OTHERSLLl7G .rx. .L Ii .T.. ' A L+ NOT7s tt ppTT ,! }-- l p • ' d' r • 1) Swu AS REO.O. ADJACENT TO EACH INSTAL'-(TKi( AKHCR. MAX. ALLOW-ZLE S)m) STACK TO 2) wNOOw FRAME MATERLA : ALUMINUM ALLOY 6063. d RiDA E uDcR, 3) NRO w0IO TFwE REWUSTPE Or SUFFIC:ENT LTH. TO A_M)EE MIN EMBEDMENT OF I- p_ •—+: • :: • rµ a) USE SR)CONIZED ACRYLIC CAULK BENNO w:MDOW FIN A7 P.M. SILL C JAMBS. S) 11SE SILCONIZED ACRYLIC CAULK FOR PEP.:JCTER SEA: a:0UN0 EXTERIOR OF wwDOw FRAME. I/•• SHIM /._.^ cr SPACE MAX. 6) CLASS THICKNESS MAY VARY PER THE Fv.pREMENTS Cc ASTu E13W GLASS CHARTS.. 7) INSTALL INSTALLATION VARY AT 6 MAX. FROM COFN_RS AND MAX. 24• O.C. DESIGN PRESSURE CAPACITY OF R.STALLATIONS, w'"H ANCHOR SzAO AS STAT_D. IS 70.0 PS: FOR ALL AvAr ABLE SIZES UP TO 73' X 71' w;,X. V MN En3EDHENT SHIM AS REO'0. SEE NOT— Tv0 By vOOD BY OTHERS PREPAPED Of PRDLVCI L APPl1EATIDM C 41KERlr4. dG: ZV INIERNAilChAL XVT.. SUITE zSO. Ic•'.-P.7v. FL7:DA 2z7.a hpI A:) an-D7ST FAX 427 eve J Tv0 By VOOD i• MIN BT OTHERS SHEATHING ,E 7nfNT CAULK SETVEEN BY OTHERS Icn vINDGV FIM t SHEATHING INSTALLATION CNOR 8 SCP.EV —` STUCCO OR I 1/4' MAX. SIDING Pr II i SHIM SPACE OTHERS PERIMETERSHIN AS REO'D. By OTHE"RSQS CE ( SEE NOTES) VIrim TYPENDGV FRAMEHEADER GLAZING ( TYPJ cfEE NOTE 7i L VINDOV HEIGHT 1 I PERIMETER CAULK — BY OTHERS FIN TYPE vlNDOv FRAME SILL MARBLE SILL STOOL By OTHERS l' INDDV WIDTH 1 2A- O.C. Ft- V INDO V HEIGHT t 1/ 4' MAX. T} SHIM SPACE I INSTALLATION I II ANCHOR H8SCREV . I $HIM AS REO'D. STUCCO OR ( SEE NOTES) SIDING of OTHERS CAULK RETVEEN I 1'M)H VINDOV FINSHCA-,HIMG TVO By VOOD L SIETHINGBYOTHERSEMBEDMENTBy OTHERS SECTION A - A 1, I I I I I r,• 2(' O. C. MAX. (TYP.) WINDOV VIDIH Tv0 By VOOD — BY OTHERS SHIN AS REO'D. SEE NOTES) GLAZING (TYPJ SEE NOTE 7) FIN TYPE VINDCV FRAME JAMB EOUALLY SPACE ANCHORS (TYP.) i B 1/4• MAX. CAULK BET VCEN SHIM SPACE L SDEFIN H SHEAA THING 1' MIN EM3E DTENT SH+ EATMING BY OTHERS PCA', METCR VL CAULK INSTALLATION BYOTHERSSTUCCO OR ANCHOR .3 SCREV SIDING By OTHERS SECTION B- B NHS t) SHNOJ ASREO'D. AOJACEM TO EACH tNSTA:AATgM ANCHOR• A 6' MAX. ItAx. ALLOWABLE SHIM STACK TO BE 1/1'. TYP.) Z) wvDow FRAtE MATERIAL: ALVWMU ALLOY 6061 3) INSTALLATION ANCHOR MUST BE OF SUFFICEM LM. TO 6• MAX.(TTPJ ACNEVE MIN. EMEEDuENT OF I' INTO wool) FRAME uEMBER. A) USE SIuCONIZEO ACRr C CAULK BEHIND WINDOW FIN AT HUD. ELEVATION StuL 6: JAMBS. ' USE StLCONIZEO ACRr_ C CAULK FOR GERIuETER SEAL AROUND FRAME. VIEW DD ROu EXTERIOR EXTERIOR OF YANDOw E) CLASS THICKNESS NAY VARY PER THE REOIACUENTS Or ASTU L E,300 GLASS CHARTS. 7) INSTALL IF_ TALLAT,CN FAT_NERS AT 6' uAx. FROu CGfi+ERS AND uuc. 7A' O C. DESIGN PRESSURE.CAPACITY OF INSTALLATIONS w-.m ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL A' tAD!?:E SIZES UP TO 119' X 49 5/8' Fuj- REV DESCRIPTION DATE IN1 FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD. FLORIDA TITLE: INSTALLATION DETA' L V/ ()B SCREWS HORZ. SLIDING FIN WINDOW xOx C7NFIGURATIGN- SERIES 1000 DP,AWN BY: BB I APPROVED BY: I JDATE:12/ 17/0l 1 SCALE:N. T. S. I DWG.: FLEX0029 GRCoARCO Ir. vaanuct t Aaa_IC•r1Dr (nG1HNEia1r4. I.C. 250 Wt(RMATU>. A¢vr- S_)TE 2U. K•t..aDV. H_710A 027A6 PHOC H07 On-0365 Fu .07 BLS-0)!! 1, -s ONE BY WocO CONC<ETE OR CONCRETE OR CAULK BETWEEN VCOD INSTALLATION ANCHOR QLIEK Bi O:HERS OT ! uI'EOPENING M:.$ CN.RY OPENING — 3UCK L MAS'Y. OPENING 3/: 5- DIA TAPCON it•• l R$ Br OTHERS \ 3T GinERS B.W _ 1FIr•' Miu 3VCK WIDTH) I i uaM[•I ONE BY WOOD I/A. SHIN BUCK Br OTHERS Saaf_ MAX. E$ 1- 1/4• M.IN. FLANGE TYPE I; AwLK DETVCEN EN3EDHENT WINDOW FRAME Sn:M AS REC'G VlnOOV FLANGE C JAM3 (SEE NOTES) L WOOD PLO —1 INSTALLATION ANCHOR I I T 7/16" DIA. :APCON 0 1/ SHIM S? ACE nA x. ; RIGID VINYL C- LAZfNG BEAD GLAS: ( I'P,) ST( SEE NOTES) 0 6r 0TH1ifRSER$ e It 1 SHIM AS REO'D. PERIMETER ( SEE NOTES) CAULK BETWEEN EI4AKB.H. WINDOW FLANGE vH. By aimm (BUCK L WOOD BUCK o wim2OV FLANGE TYPE HEIGHT) FRAME WINDOWt( ilFdiT) METER PERIh£ADER CAULK STUCCO GLASS ( TYP.) BY OTHERS BY OTHERS S£ E NOTES) W. W. VINDOV WIDTH) CAULK BETWEEN VOD^ BUCK L SECTION B-B 6 OTHERSOPNING NOTES: RIGID VINYL 1) SWIM AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE GLAZING BEAD SHIM STACK TO BE T 1/ 4 TYP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MI PERIMETER I FLANGE TYPE EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. CAULK WINDOW FRAME A) USE SrLCOMZEO ACRYLIC CAULK BEHIND WINDOW NWGZ AT MEAD BY OTHERS SILL JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WrTH VULKEM 116 ADHESIVE ICONIZCAULK OR APPROVER EPERIM 5) USE S41Cd0ZE0 KRrUC CJwu( FOR PERIMETER SEAL AROUND ExTEMOR OF W1NDOw FLANGE. a 6) IF EXACT WINDOW SIZE IS NOT LISTED W ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LAnGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOLRREMENTS CF ASTM EI t7 a GLASS CHARTS. CAULK BETWEEN e) LETTER DESIGNATIONS ON THE TAPCON LOCATION CKART INDICATE VINDOV FLANGE a WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN US94G THE L PRECAST SILL A // L EXTERIOR ELEVATION AS A KEY. V/ VULKEN LS PRECAST Slll SECTION A —A 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAi ANCHOR ADHESIVE CAULK By OTHERS SMOULD BE FILLED WITH 13 SCREWS OF SUFFICIENT LTA. TO-PROVI OR APROVED COL. MIN, 5/8 IN. EMBEDMENT INTO WOOD BUCK- W. V. A - A B C DI A I G t B N. Soo OE CALL TIP TO LULP.TIUNZI IN rU1lJ w_rIIVI• J-0 A$] O^Y 30>5% Nl•'Y JOK1 O%•i SIZE TIP TO TO I TO I ;0 I TO TO t cGHr S f 7 7 0. trig 26 1/2 X 26 C CG C CM G.M• GM t. 13 26 1/2 x 3a 3/0 C C C c.H G H c.N 2: I/2 x 50 5/8 C c C cM C.N G!."j 1H45 26 1/2 x 56 1/• C C C G.H CM CMJJ REVS 26, i/2 x 63 C C C CM CMJJ G.M.0 IH6 26 i/2 x 72 C C I C 22 a L I n M i 23 37 X 3a 3" C C C CM C.M C.n 21 37 x 50 5/6 c C C G.H GMJJ c -IJ A5 37 x 56 1/4 C C C GM G.MJJ 25 37 x 63 C C C c.H C.NJJ Gr JJ 2B 37 x 72 C C C G.NJ.J G.MJ,J EF.GN I,J 1. 3T531/a x 3a 3/a C e:c e.c cM GM GMJJ 3t/ a x 50 5/a C S.0 0 G.N GMJJ GMJJ St/ a x 56 l/A C as c.0 B. 0 IGMJJ c. MJJ C.NJJ GMJJE.F C.•I JJ E. F.c.NIJ 3336 1/ a x 63 3 t" IT 7 C Cex B.0 E.0 G.MJJ E.F.GMIJ E.F.G.N.0 022 C237s x 3a 3/a e.0 B,C I AB.C.0 6. G.H GMJJ G.WJ 024 7. x 50 $/a B.0 B,C A.:.C.D GMJJ GMJJ E.F.GM.0 0245 74 x 56 1/A B,C B.0 AB.C.0 GMJJ E.F.GMJJ E.FA.m.Ij D; 5 7A x 6J E.0 e.0 A.9.C.0 GMJJ EF.GMJJ E.F,c.,iJJ' 7A x 72 e.c e.c A '.D c NJJ EF.C.H.0 E.F.c.MJJ. 2CM20u A x 2- X 36 C E I C M GNGM G M 20w30u 2ow-0u ZA x Aa C C C GM GM C.H 20- 46w 24 x SA C C C Ic,H GM GM.0 20W50u 24 x 60 C C C G M Me. G M GMJJ u w A x 7 C C C C. G.MIJ G I J 30u20u 36 x 2A H M 3OU30W 36 x 36 C C C GM G.H GM 3OM40u 36 x a C C C G.H G.HJJ GMJJ 3OV46u 36 X 54 C C c G.M CMJJ G MJJ 3OU50M 36 x 60 C C C G.N GMJJ GM.0 30u60M 36 x 72 C c C c.M.I.J GMJJ EF.G.NI.J M 4Ow. 3Ou Aa x 36 C C B.0 C.H GM Y, H CMJJ Ow0M Aa x sa c C EX c M c.MJJ GMJJ QMA6M Aa x 54 c c B.c G.H c.NJJ cMIJ 4OW50M 4a x 60 C C 9.0 GMJJ G MJJ f.F.G.M.0 AOwso. 45 IT 72 C C B.0 G.M a EF C.m.0 F H 1 M A O.L M M GM A6u30u 54 x 36 C e.0 3.0 GM G.M GMJJ 4SU40U 54 x 46 c B.0 ex GM I c.MJJ c.MJJ A6uA6w 54 x 54 C B.0 c'.c G.HJ.J G.HJJ E,F.G.H,U 46USOM 5. x 60 C B.C. 9.0 G.NJJ GMJJ EF,G.MJ,J A V 54 x 7 c e.0 B.c H I J. F 4. F ww20u x a,C a. GM G.N G. 5Ou3Ow 60 x 36 C B.0 B.0 GM GM GMJJ SOUAOV 60 a All C e.c e.c c M I c.NJJ c.AJJ SOua6w 6C X 54 C B.0 B.0 C.MIJ c.MJJ EF.CMJJ 50M50M 60 x 60 C e.0 E.0 GMJJ C.HJJ EF.G.M,U 50M60w 60 IT 72 C B.0 E.0 C.H I,J . E.F•GMIJ EF.GM I,J 56u30u 66 x 36 e.0 B.0 A.B.R.: G H G.n n G. MJJ IC) APPLICATION OF VULKEW 116 ADHLW CAULK AT FAAM_ SILL MUST W COMPLYWITHSEAITuAVUFACTUF,EP.'S FECOwuENDATONS. 561i ow 56w4w 66 x Aa 66 x 5. E.0 e.c e.c B.0 Ao.C.O A.''-. C.: GM I C.M,IJ GMJJ GMJJCMJJ E. F.c.M.0 RfO' O. IN I:) ONE ADDITIOr:AL FIELD OR SLED 4 INSTALLED MCI-OFF D26" 50 56uu66 x 60 72Ec EB, B.,A.3.C.: 3. C.: c.H.0 G, M.IJ J E.F.GM.J E. F.GMJJ E, F,c.M,u EF. C.N I,J• EACH JAMB ON THE FOLLOWING SIZES: 025' (73 Y 62). S6vbCu 63 x 73 x 71). 'S6u60u" 65 x 71). h "5^u60u" (71 X71). PUCE u_ w A 72x' 36 B : o._ E : A.B.C.: G.M I G.n c. N N GMJJ ANCHOR BETWEEN ANCHORS "C AND I AND BETWEEN ANCHORS H 60uJOv 72 X Aa E.0 B.0 B-C.: CM c.MJ.J CMJJ AND OVER 55 PSF ONLY. J60w Dw 60u bV x 725A e.0 a.:A.3.C.. GN,i,J GHJ.J E.F.G.MJJ 12) WHERE WINDOW IS WSTALLEO IN uASONnf OPENING WITrt A STRUCTUAL 60y}3w 72 x 6C E C ex A.:.C.: i1I G.MIJ CM.LJ I E.f,GMJJ E.F.CM.0 EF. iMJJ C N I J. F TWO BY WOOD BUCK, USE 110 SCREWS 0; SUFFICIENT LENGTH TO w 72 x 72 B.0 A...C.: ACHIEVE 1-3/8" IBM. EMBEDMENT AT A L WSTALLA:IG: FASTENER ADD: T IONAL AN --HORS RE--'D. SEE NOTE 11 H' LOCATIONS. ON SIZES NOTED W NOTE III ADD A d:0 SCREW ANCNOR To EACH JAuB FOR NOTEO DESIGN PRESSURES. INTERNATIONAL, INC FLORIDAEXTRUDERSSANFORD. FLORIDA NUFACTURE13 NAME1 TITLE: INSTALLATION DETAIL u/ TAPCONS F yR/oXQ HORZ. SLIDING FLANG="WINDOW SERIES 1000 T79UDF S ,.2 DRAWN BY: BB I APPP.OVED BY: AEIEVATION LE 00 D VIEWED FROM EXTEkICR _ _• ._. _ •:, s" .,- L> DATE: I O/23/O1 ISCALE: V I S Dhc.: F X _• POEAAA_ rel. PPODej L APPLICATION [.`GLNCE::GA:. 4i-. 25t 1N rF,ft)J'1'ywA mvi- $I;TC 2U. K4• ;3', f:_ :}• 72 ]•6 P:6t' •-] 605-a1a5 aaS-a7:L v i CAULK BETvEEN B.v. BUCK VIDTH) I-1U•' Min y'CM3C OMEN( ONE By vOOD BUCK By OTHERS r CONCRETE Gi vDOD BUCK 6 MASONRY OPENING MAS'Y. OPENING Bt a E7S B7 OiNERS INSTALLATION ANCHOR ONE B7 ..Gc3 3i16• Dla TAPCON D BUCK 9Y OTHERS CAULK BETVEEN IVINDGVFLANGE ' L vM_D BUCK I-I/A' MIN. ST O BY THERS c EMBEDMENT 14 MIS AS REO'D. tJ RIGID VINYL (y NOTES) U I GLAZING BEAD INSTALLATION ANCHGF i7P.1 3/.5• DIA. TAPCON STUCCO J/ SHIN AS REO'O, 1 OofOTHERS1/a• MAX. GLASS VSEENO, i7PXSEE NOES) PERI7ETER Y CAUILX B7 OTHERS FLANGE TYPE FLANGE TYPE vINDOV FRAME VINDOv (RAMC JAMB CAULK ItE TKEN o HEADER WINDOV fLa7(GE PERIMETER RIGD VI(TL t yDDD BUCK CALL GLAZING BEAD BY ['HERS TYPJ GLASS V.v. yLly iYP.) (SEE NOTES) VINDOV VIDTH) I GMT) Bx BUCKHEIGHT) CAULK BETvEEN VINDOV FLANGE L PRECAST SELL V/ VULKEM It6 AD)ESIVE SECTION B-BCAULK. OR .-D. EOL. FLANGE TYPE PERIMETER vimooV FRAME CAULK SILL BY OTHERS W.W. IECAST SILL 9 QBYOTHERS FA ~ B I `' NOTESSECTION A —A t1H;,,t AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE i D SHIMSTACKtoBE1/4-. 2) WE•/DOW FRAME uATER1AL: ALUutNuw ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFi ICIENT LTH. TO ACHIEVE HAW. EN6EONENT OF t-1/A- INTO uASONRY OR CONCRETE. a) USE UJCOMIZED ACRYLIC CAULK BEHIND WINDOW fIIwGE AT HEAD J B JA"BS. SILL MUST BE ATTACHED TO THE SUBSTRA-E WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE StUCONZED ACRYLIC CAULK FOR PER1urR SEAL AROUND W.H. F EXTERIOROfWINDOWFLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LUSTED WITH NEXT LARGER XE. FOR THE / APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS 11AY vARY PER THE REOwREuEMTS OF AST" WOO GLASS CHARTS. CHARTTION 8) LWv 1HE E T OTIONSC0 T TAPCON TO BE INSTALLED WHENINDICATE USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR-SmOULD 6E,FILLED WITH /6 SCREWS OF SUFFICIENT LTH. /t TO PROVIDE WIN. 5/8 CH. EMeEDMENT INTO WOOD BUCK. A 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE NUNG IS SHOWN. THIS PRIM ALSO APPUES TO THE FLORIDA EXTRUDERS 15M AND 2000 ELEVATIONSE SERIES SINGLEHHUNGS. 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A S7RUCT(UAL TWO BY WOOD BUCK. USE /10 SCREWS of VIEWED FROM EXTERIOR SUFFICIENT LENGTHTOACH1EvE1-3/e- uiN. EuE-DuENT At ALL INSTALLATION FASTENER LOCATIONS. CAULK BFTVEEN VOOD BUCK L MAST. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30-V TO -,-.V AI Ay TO 70PSF 3C.V TO 401V IV TO 7.-S7 SIZE SIZE121! VD a 7S B e F.G r.G 13 16 1/S :.37 3/6 8 6 r.G r,c 14 K 1/S A9 5/6 B B r.G F,c 145 1e 1/8 a S5 t/a 6 B F.G r.G Is 16 1/3 [ 62 B B f.0 • r.G 16 16 1/6 x 7t B 6 F.G r.0 -J 1) 1A 1 6 t 3 a r0 FGJ.K 1H: 25 1/2 x 23 B 6 G IH3 25 1/2 X 37 3/e 6 6 F.G r.c IMA 25 1/2 x a6 S/e B B F.0 r.C.HJ 1M45 25 1/2 I SS 1/A B B f.0 r.GJ1J IH5 25 1/2 X 62 B B F.G f.GJHi' IM6 25 1/2 a 71 B B F.0 r.GJU 1H7 25 1/2 X 63. B B F.GJ.K I f,GJ.A 30 1/ 2 A 26 29 1/2 x 25 6 rA FIG 30 1/2 . 36 3/5 30 1/ 2 . 50 3/6 29 1/ 2 X 37 3/6 29 1/ 2 11 49 5/e B B BF,G FA r. C. HJ F.C, HJ 30 1/2 . 56 1/4 29 1/2 x SS 1/. B B 6 f,C F.CJHJ 30 1/2 . 63 30 1n . 72 29 t/ 2 x 62 29 1/ 1 a 71. B B eF,G.NJ r,CJIJ 30'1 . 6. 29 1 2 X 63 B B F.GJ.K F,CJK 23 36x25 36 A 37.3/5 B c B f,C f.G 24 36 A 49 5/e B 8 FIG r.G.NJ 245 36 [ S5 I/. B B F. f.CJHJ f.G, HU f.G. MJ 25 26 36X 62 36 X 71 B 6 B6 r.C,MJ O.Ei.G: J 7 36 X 63 B B F.GJ.K F.GJLIJK a . a1 X 25 B e F.G r.G Pi 2 . 36 3/6 1 x 37 3/6 B B F,c r.GJ1J Ai . s0 S/e Al A A9 5/5 1/A 6 B F.GJLI F.G-NJ 42 . 56 1/4 a2 . 63 Al X 3s at X62B B F.GJV D.E.F.GJ•J 42 . 72 1 X 71 B 6 F.GJHJ O.U.GrJ at X e3 a It r G J.K r.CJ1.1JK a8 . 26 47 X 25 B A.0 f.0 F.C.Mi A6 . 36 3/e 7 A 37 3/a B 6 A. 0 A.0 r.c F.G.MJ a . 50 s/a 47 X fl 5/e 55 1 A B A.0 F.G.MJ F.C., AL ' 1/ A x A6 . 637 A A7 X61 6 A.0 F,G.H,1 O.E.F.G,HJ Ae . 72 7 x 7t B A•C r.GAJ O.Cr.OJ•,1 A. • 7 x 83 r nxr ". K 32 52 I/a x 25 B A.0 F.G F.0 33 52 1/& x 37 3/e B AC r,G F,G.HJ F.G. HJ 3. 521/6 x A9 3/6 B AC F.0 mJ 345 S2 1/6 : 35 1/4 B A.0 F,c,M.I O.EF,G yJ 35 57 1/0 a 62 B A.0 F.G h.: O.E.F.GJ1.1 36 32 / a x 71 6 AC F.C.MJ O.E.f.G mJ 37 52 1/0 A al B AC F.GJ.K I O.EF•GJ!JK 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. PF.E? AAED e': PRODUCT APPUCA'.*M E,4-,ZZRA.O. PA:.. 250-TER-rKIH.I PKY,. SUITE 250. KAia(0+. rLDR1W 377.6 P-4NE 407 605-0365 FA .07 5:5-0366 a CAULK BCTVEEN WINDOW FIN L SHEATHING INSTALLATION ANCHOR mg WGOD SCREW STUCCO By THE.RS WINDOW MEIG HT PERIMETER CAULK By OTHERS SHEATHING BY OTHERS A GLAZING (TYP) SEE NOTES) PERIMETER CAULK BY OTHERS I' MIN EMBEDMENT TWO BY WOOD By OTHERS SHIM AS REO'D. SEE NOTES) 1/N• MAX. .J SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (TYPA SEE NOTES) FIN TrPE WINDOW FRAM[ SAIARBLE SILL STOOLBYOTHERS AC,rUEff,R NAME l A-++ GLAZING (TIP) MAStt (SEE rUiEb VINDCW V! DF—, NM I B 8 24, D.E. MAX. (TYP.) COUALLI SPACE ANCHORS (TIP.) WINDOW NEIGHT A JL6' TTPjMAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR VINDCV WIDTH SHIM AS REO'D. — SEC NOTES) FIN TYPE WINDOW FRAME JAMB . PERiMC:ER.— C-LXK — By CTHSRS I"' MAX. SHIM SPACE tV0 BY WOOD STUD BY OTHERS I. MIN EMoCDM;NT SHEATHING' BY OTHERS CAULK PXTVCEn • WINDOW rim L SHEATHING INSTALLATION ANCHOR 88 VOO SCREW STUCCO By ETHERS SECTION B-B NOTF[' 1) SHIM AS REO*D. Ai EACH INSTALLATION ANCMGR. MAX. ALLOWABLE SHIM SACK TO BE 1/4'. 2) VANDOW LFRAmE MATERIAL: ALUMINUM ALLOY 6063: - 3) INSTALLATION ANCHOR MUST BE Or SUFFICIENT LTA. TO ACMEWE MIN. EMEEDMENT.OF 1' INTO WOOD BUCK. a) USE So ICONIZED ACRYLIC CAULK BEHIND WINOCw FIN AT HEAD. SILL Q JW--S. 5) USE SILICONIZED ACRYLIC CAUL( FOR PERIMETER SEAL AROUND EXTERIOR OF wiNCOw FRAME. 6) IF EXACT WOOD- SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OuA:%TITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAT RIVARY PER THE P.EOUIREWENTS OFASTME1300GLASSCMAS. 6) FLORIDA EXTRUDERS ID00 SERIES SIWAE HUNG IS SMOwN. THIS PRINT ALSO A=?LIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SING:= HUNG w mDOwS. INSTALLA-10?4 ANCHOR II \ Tv0 By WOOD . A8 vaso SCREW By OTHERS STUCCO BY Vr" 1 REVI DESCRIPTION DATE INI INTERNATIONAL. INC CAULK BETWEEN FLORIDA EXTRUDERS SANFORD. FLORIDA WINDOW rim SH[ATHj)NG L SHEATHING 31 OTHERS I.MIN. TITLE: !NSTALLATI=1 7-TA!! W/98 SCPEVS EMBEDMENT SECTION A -A SIN,_E HUNG F iN WINDOW - SERIES 1000, 1500. L 2000 r:' DRAWN BY: B9 APPROVED BY: DATE:12/13/01 ;SCALE: N. 7 S IDWG..rLEX0026 SHT I OF 2 7 CONCRETE OR MASOr&I OPENING BI OTHERS ONE Br vGGD BUCK BY OTHERS CA(AK BETvEEN v INDOv FLANGE p t vGCD BUCK I> 1STUCCOBYOTHERS PERIMETER CAULK BI OTHERS GLASS (TT?J SEE NMTESI NxN!b V GMT) PERIMETER CAULK BY OTHERS V CAUAK BETVCEN VINDOv FLANGE L PRECAST SILL V/VULKEN 116 ADHESIVE CAULK OP. APRV-D. COL. INS-.ALLATION ANCHCP 3/16' DIA. TAPCON CAULK BETVCEN vCOD DUCK L MA ! OPENING BY OTHERS GLASS (TIP.) MIN (SEE NOTES) C CM.JEDHENT F VOA B TA SHIN AS REO'D. t/ a• IlA%. tsar\AD SEE MOTES) FLANGE TYPE . VINDOv FRAME ' W. W. RIDGED V BEAD GLAZINGB. M.I BUCK , HEIGHT) RIDGED VINYL I GLAZING'BEAD W.H. FLANGE TTPE VINDOv FRAME Q 1 v PRECAST SILL BY OTHERS SECTION _ A -A. 8v I -I"• •:" CEBNCBETE OR BUCK WIDTH) ' C• a[y(.T MASE!" G-ENINC BI OTHERS SHIN AS REO'D. D SEE NOTES) INSTALLATION ANCHOR 3/ 16' CIA. TAPCON . 1 v RIDGED VINYL GLAZING BEAD O v ONE BI V D BUCK By OTHERS FLANGE TYPE / v vlNDpv FRAHtE CAULK BETv_EN VINpOv FLANGE PERI!,Z TER L WOOD BUCK CALF-K . By OTHERS CAULK BETVCEN VOOD BUCK L V. V. MAST. OPENING vINDOV VIDTH) I BY OTHERS STUCCO Br OTHERS SECTION E-B 1 24• CC. MAX. (TTP) 6- MAX. (TIP.) A --- aj ELEVATION VIEWED FROM EXTERIOR 921' 2092 1 StNOT N/-I StemASREO'D. AT EACH INSTALLATION AIOR, MAX. ALLOWABLE SHIM STACK TO 8E 1/4'- 2) WINDOW FRAYS YATERmi: ALUMINUM ALLOY 6063. 3) 3/16- DLA. TAPCON RNSTAL3ATID, ANCHORS )MUST BE OF SUFF1gCNT LTM. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE- USE a) USE SILICONIZED ACRYLIC CAULK BEHIND W7(DOW FLAWA AT READ APPROVEDEOUALeS- SILLMUSTBEAiACHEO TO THE SUBSTRATE WITH VULKEM IIC AOMESIVE CAULK OR WINDOW Fla(GE. S) USE S0.HCONIZCO ACRYLIC CAULK FOR PER:METER SEAL AROUND EXTERIOR OF 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTItt LISTED WITH NEXT LARGER SIZE. FOR THE APPROPR•ATE DES:GN PRESSURE REO*D. _ 7) GLASS THICKNESS MAY VARY PER THE REMAREuENTS OF ASTM E1300 SSE SUFf UENT 8) WHERE SPACING BETWEEN TAPCON ANCMCRS EXCEEE•JS 24 IN. O.C.. / _ LTH. To PROVIDE mm. 5/8 IN. EvSEDuEN c INTO WOOD SUCK SHOULD PRINBC T APPLIES TO THE 9) FLORIDA EXTRUDERS IOOC SERIES FIX-0 WINDOW IS SHOWN. THIS FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. —- 10) SEE BACK OF THIS SHT. FOR 1NSTL'N ANCHOR REOUiREMENTS. 11) APPLICATION OF VULKEY 116 ADHESIVE CAJRA LK ATFRAMESILLMUST COMPLY WITH SEA'JL'(T MANUFACTURER'S RECOMMENGAT10NS. 12) WHEREWINDOWISINSTALLEDINUASONRT OPENING WITH A STRUCTUAL TWO BY W00D BUCK. USE !10SCREWS.OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' YIN. EMBEDMENT. 13) WINDOWUNITSCANBEM•P.LED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MN.LION INSTALLATION SHEc.S FOR P.EOWREYENTS. PREPARED BY:' PROOUCT TLGwI ter.•.. •• E, INTERNATIONAL. INC FLORIDA EXTRUDERS RUDERS SANFORD.. FLORIDA TrRX:iNSTALLATiON DETAIL W/ ONE BY BUCK FIXED FLANGE WINL:IW - SERIES 1000 a 2000 DRAWN BY: 223. APPROVED BY: DATE: 10/ 22/01 (SCALE: NTS DWG.: FLEX0018 SHEET JtNA7K7NAL Parr, Suit! 253.. EAf..". FLORW 327.E P•KY.L b) BOS-o36s r u aT SmEATMIMG By GTMCRS CAULK BETVEEN vINDOv FIN L\ SNEATHINC INSTALLATION ANCHOR AB SCR:v EXTERIOR FINISH B' OTHERS I 1 I 1 PERIMETER CAULK By OTHERS I i I i WINDOW HEIGHTi EXTERIOR PERIMETER CAULK it BY OTHERS I INSTALLATION ANCHOR - me WOOD SCREW EXTERIOR FINISH BY OTHERS I' INEMBEDMEMT WOOD FRAMING By OTHERS CE1T FL©iIDA B ®'A"F• SHIN AS R!A'D. II ( S- NOTES) MANUFACTURER PIA SHIM SPACE r i I'jG•.IIR GLAZING SEE NOTE 6) GLAZING cSEE NOTE 6) FIN TTPE vIDOv FRAME BUCKHEIGHT FIN TYPE vIN7Uv FRAME SHIM AS "OD 1/4' MAX SEE NOTES) WOOD FRAMINGLJBUCKBYOTHERS CAULK BEivEEM WINDOW FIM t SHEATHING nIN. En3E0TtEN- SHEATHING BY OTHERS SECTION A -A HEIGMT EXTERIOR FIN TYPE WINDOv FRANC A --Oj ELEVATION VIEWED FROM EXTERIOR VINDOV VIDTH II 1/1- MAX. SHIM SPACE I r• p VEr9 FRAMING By OTHERS SHE3Y OTHERS INSTALLATION ANCHOR 83 SCREW S-XWINDOWFIN L SHEATHING SECTION B-B PERIMETER EXTERIOR FINISH BY OTHERS CAULK BY OTHERS NOTES• 1) $MM A5 R£O'O. A7 EACH INSTALLATION ANCHDP. WITH LOAD BEARING SHIM. MAX. ALLOWABLE S)OM STACK TO BE 1//". 2).W%NDOw FRAME MATEMAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST B£ OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF I - INTO WOOD FRAME. 6) USE S4JCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) VSE.S4KONIZED ACRYLIC CAULK BEHIND WINDOW Fut 6) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 GLASS CXARTi. SINGLE CUZOIC IS SHOWN. INSULATING GLASS' ALSO OUALIFIED. 7) FLOR'OA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS.1500 AND 1000 SERIES PICTURE WINDOW. B 8) SPACE 94STAUATION ANCHORS AT 6_ MAX. FROW CORNERS AND MAX. 26' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. Wtt= ANCHOR SPACING AS STATED. IS 70.0 PS;' FOR ALL AVAAAB E SIZES UP TO 73- X 71" OR 63" X 95" OR 119' X 37-3/2- MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS US:NG ALUMINUM TU°_ MULLION. SEE MULLION . INSTAL'J(TION SHEETS FOR RECIREMENTS. INTERNATIONAL. INC. FLORIDA EXTRUDERS SANFORD. FLORIDA TITLE: INSTALLATION DETAIL W/ 48 WOOD SCREW FIXED FIN WINDOW - SERIES 20007,1' DRAWN BY:_EB - APPROVED BY. ^ ^^ MPAREO BY: PROOVCT IECMM0.0GY CORK 250 WTERXArgMµPKwY• SLO-E 7S0. LAA! WRY. FLORCA :2746 PHONE 407 605 CAULK BETVE=n VINSOV FLANGE L VQ,;D BUCK CC+GRETE GR MA";-W, OP_MING 3r O:HERE ITEi: CIM; SH r DT.-IRS 1 PERIMETER CAULK BT OTHERS VINDDV FRANC HEAD EATERIOR VINDOv FRAME -- Sr_L PERIMETER CAS r. Br OTHERS EKTERIGT rINISH ar OTHERS CAULK BETVEEN VOOD BUCK L MASON;r OPENING By OTHERS ONE Br VOGD BUCK aY OTHERS INSTALLATION ANCHOR 3/W D:A. TAPCON d 1_1 MIN. Q EMBEDMENT 1 r 1/4- MAX. SHIM SPACE SNIH AS REO'D SEE NOTES) GLAZING (TYP. SEE NOTES) INSTALLATION ANCHOR 3A16' D!A. TAPCON SHIM AS REO'D. SEC NOTES) r L1/4- MAX. SHIM SPACE NOT; S. 1) SHIM AS RE0'0 A: EACr: wS:ALLA:ION ANCHOR WITH LOAD SEARING $HIM. MAA. AL:OWAaLE Sriw STACK TO BE 1/l _ 2) wtNCOW+ FRAME MATEAI,: ALUMINUM ALLOY 6063 3) 3/16- OIA. TAPCON INSTALLATION ANCHOR MUST SE OF SUFFICIENT LTH. TO ACM:_) MIN. EMBEOMENT OF 1-1/4" INTO MASONRY OR CONCRETE. PLACE TAP.DN ANCHORS 6- FROM CORhEPS k 24- 0. C. MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATE: FOR TAPCON ANCWCR$ S.OVLD BE FILLED W-,H 13 SCREWS OF SUFFICIENT LTH. TO PROWIDE MIN. S/6 N. EMBEDMENT INTO WOOD BUCK. A) WHERE WINDOW IS NS_ ALLED IN MASONRY OPENING WITH A STRUCTUPAL TWO BY BUCK. USE 110 SCREWS OF SUFFICIENT LENGTH. TO' ACaE'/E 1-3/E MN. EMSEDMENT AT SAME SPACING STATED 1n NOTE 3. 5) USE SR3CO1d£ED ACRr-iC C"-K 5E IND WINDOW F-ANGE A- MEAD. SELL JAMBS. 6) USE SNLICOTA:£D ACT .IC CAULK FOR PERIMETER SEAL AROUND EKTEROR Or wmaow r_ANMi£. 7) GLASS THICKNESS MAY VARY PER THE REOwREMEMS OF ASTM E1300 GLASS. CHARTS. SINGE GLAZING IS SHOWN. 04W.ATP4 GLASS IS ALSO OuAuF1CD. a) BUILD DOWN AROUND CURYrO PORTION OF wu=w FRAME TO BE ENGINEERED By OTHERS. BUILD DOWN MUS-. BE Or SUFFt£CIENT S-RENGTH TO ADEQUATELY TRANSFER LW FROM WINDOW TO THE S-RVCTURE. 9) FLORIDA EXTRUDERS 100C SERIES DESIGNER WwDCWW SHOWN. THIS PRINT ALSO APP'•&S TO FLORIDA EXTRUDERS 1750 SERIES Q 2000 SERIES. 10) ELEvX oONS S:Ow COMMON CONFIGURATIONS. IT IS NOT ENDED TO LIMIT USE OF THIS PF.000CT TO ThESE TWO CCNFiGuRATtONS. TntS SHEET APP•JES TO ALL CONFIGURATIONS TeAT CAN 6E MANUFACTURED FROM THE 1000. 1750. & 200E SERIES DESIGNER MED WINDOW FPAMING SYSTEMS 11) wmCOw UNIT CAN BE MULLED TO OTMER'uNNTS LSING ALUMINUM TUBE MULLION. SEE -MULLION INSTALLATION SHEETS FOR R£OIAREMENTS. EXTERIOR ELEVATION SH:M SPACE SHIH AS REO'D SEE NOTES) VINDOV rRAME A Q jAr9 y t GLAZING (Irv. III ISEENOTES) PERINETER CAULK BY OTHERS / EXT"ERIGR FINISH By OTHERS VNNDOV MOTH U 1-IAa- NIIN ` fH E Dr.Cni ORE BY VC00 BUCK Br GTHERS INSTALLATI2P1 ANCHOR 3116' DiA. TAPCON CAULK BETVEEN V2D BUCK L MAST OPENING at OTHERS C TI I S% `-CAULK BETVEEN LNDO V3NC;Z V rLA.,ec V+yO BUCK E TE CF MASONRY poENING BY OTHERS S- CTION B—B A EXTERIOR ELEVATION KA.K BETVEEN — I-- . . IKOOV FLANGE 4WOOL, BUCK. . INTERNATIONAL. INC a I - 1 -M.N. 4Ay A FLORIDA EXTRUDERS SANFORD. FLORIDA EMBEDMENT a rt N J: CLIKR:TC OR — ONE Br Vk'D ' / TITLErLANGE INSTAL LATISN DETAIL CONCF.=TE HEADER V/I BY B_CK w SO!-Y BILK BT OTHERS li+n' - - VV " AW-K BETWEEN BY G:+ERS r Am SUCK L _ DESIGNER FIXED VINDOV 1000, 1750, 6 20--0 SERIES ASON-r pENING rF*CTION A —A ({ DR4WV BY: BB APPROVED BY: IT oTWERz 122, = DATE:02/12/02 SCALE: NTS DWG.: FLEX0035 HN[••NLN H.. Wyl RO.OIiG• LY. ffl NWRNr,?t Ati. L-'( h. K.W-Y. ItfFIM YIM w0( 1f CdN •r i1 K.4N r 9 CAULK 5£:VEENVINC:, rANGE L S-EA-...ING PLYWOOD (:rP-) 3, CTHERS EXTER:M : XSH tI OTHERS WINDOW P ICHT EXTERIOR v:NHwv rRAr_ - S:L- P_iIHETCR CA Lk BY OTHERS f;ISN A• CTHERS INSTALLA::CN ANC.{; co SCREW BUILD DG— Bt OTHERS TO SILL) 1) SH:M AS F.EO'D. AT EACr R'S:ALLATON ANCHOR WITH LOAD EE C SrTIM. MAX. A_CwAaLE SHIM STACK TO BE 1/.'. 2) WINDOW FRAME w:ERaL- ALUMINUM AL!CY 60E.. r1-3/5' INN. 3) TArCDN IN$ •:!ATION ANCrCRS AT SN-L uLST EE 0-. SUMCIENT LTH. TO A:rU£f- I EuSED-TNT u:N. EuEEDMENT OF 1-:/.- INTO MASON,' OR CONCRETE. 110 INSTALLATION SCREWS AT NEAR k JAM3s MUST BE O% SUfFICENT LENGTH TO ACHIEVE 1-3/3- WIN. EMBEDMENT MTO WOOD rP.A-14C AND 3ULC DOWN WHERE REOuIRED. INSTALLATION ANCHGRS k SiREwS TO EE PLAC-3 6 IN. Mu CORNERS A 24 ON. D.C. MAX. USE SLICONo:ED ACPr-AC CAULK EEHUND w,N00w FLANGE AT HEAD. SILL h AAAAES. 5) LSE SILCONa2E0 ACRYLIC CAULK NOT: PERaET- SEAL ARDt?D EXTER,OR OF WINDOW FLANGE. 1/••.MAX. 5) CLASS TwCKNESS WY VARY PER TrE REOUIfREuEMTS Or ASTu E13W CLASS SIM SPACE CHARTS. SRGLE GLA:MG IS SHOWN. INSULATING OLASSAS ALSO OUALnO. 7) BAD DOWN AROUND CURVED PORnON Or wINOOw rRAWE TO BE ENGEKERM- BY o-KiRS. BHA DOwN uus BE OF SU:TCEN'T STRENGTH TO AGEOLIATELT TRANSFER LOAD FROU WINDOW TO THE S-.RUCtLfRE. 6) FLGRS,A EXTRUDERS 1000 SERIES DESGNER ww:OW SHOWN. THIS PRINT ALSC A.-PLIESTO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. ' 9) ELNATCM SmDW COMMON CONrK.uRA1gNS. IT IS NOT 94TENDED TO Lon: USE Or THIS PRODUCT TO THESE TWO C0r60JRATONS. THIS SHEET APPLIES TO ALL C^ NftCURANWS THAT CAN 6E MAN UFACTURE3 Fo.OuTHE 1000. 1750. d 2000 SERIES DESIGNER FIXED W70OW rRAMVG SYSTEMS. 10) wRDOW UNIT CAN ALSO 5E MULLED TO OTHER UMAT$ USING ALVWM,u TUBE uULL10r'. SEE uVL! IDN INSTALLATION SHEETS FOR REOIAREMENTS. SUCK HEIGHTGL AZ;NG IT TP. SEE NSITCL S. I. AS REED I ' SEC NCTES, 7 CAULK tE i`.rEEN IdVINDO•. FLAN4,E L OK 2; VOOD PUCK CAULK 27'WrEN VMD V-_K I NA: Cei.• M-PENIN 3T QTHF ii cDN, RE:E DR CFrTION A —A eT oTHERs EXTEF. IOR ELEV"-10N a 1,. Mr CENTr`i. FLORIDAB. 0. A '. EHF_Epu(N BUNUACTUBER NAME: ONE2rvCODBUCK: 3, OTHERS }- IT, .J. . INSTALLATION ANEiCR1.fiA71 LAIi r13-.CA ` 1-^r',. .• f j1w t- 3/6- uw EMBEOuENt BUCK. WIDTH Sna SPACE B£ TvC 3T BLYK TWO 3r ftANlrlH / I CD.:Rr:E Hr G:H£RS BT CTIERS n! N AS P-C D INS: AL!A-IyN Ar{.tOR SaENGTES, 0 S.-nEv V: NDOV ITRAW- CALK BETVE£N ywH vINMv rLi;k t M,D BUCK GLAZING < T TP, SEE NOTES) Q rdCRCTi 6K' r. Asw, PERINETCR CAULK BY CTHERS By OTHERS VIN-' DV VIDT. XT[ R;J. FINISH SECTION eA—B By OTHERS WINDS' wz7A A I rmCOw HEIGHT e e I A. EXTEPIC = E`-; VA.TION U1111111111 1' ,IM E. SEXNT r CAULK BEHIND FIN H(A: MiRG TWO BY BUILD r CTMERS DOWN By OTHERS SHIM AS REO'D. SE, NOTCS) FIN FRANC YM2 1 9.STULAtION SHIM AS RED'. 2£S' t) SHIv w5 R£0'0. ADJACENT TO EACH NSTA:JATgh ANCHOR wTM LOAD BEARING 4Hp'rr SCREW (TIP tS£E L[TES) SHIM. u . ti!O•'A=LE SMw STACK TO BE 1/<-. GLAZING c7 rP. SCE NOTES) 2) wiDOw FRAME MAT:3AL: ALUMINUM ALLOT 6063. 3) USE S ICONiZED ACRPJC CAULK B£HIt(0 WNOOW FN A: HEAD. SILL k JAMBS. Me MiSPACE A, USE S NIICOZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF w tww rRAME. I 1 S) GtA55 THICKNESSS WARS PER THE OF CLASS LAr ALSO OUACHARTS. SINGL£ GAZING b SMOwN, w5u1A:ING GLw55 b ALSO OUALIEIED. sULAIREMECLA 6) SCREW ANCHORS AT READ. S81 k JAMBS SHOULD BE /e SCREWS OF SUFFICIENT LTH. TO PROVIDE um. 1 IN. Mw.. EMC1£DMENT INTO WOOD FRAME. PLACE /9 EXTERIOR FINISH ! SCREW ANCHORS.6" FROM CORNERS AID 24• O.C. MAX. EXTERIOR BI OTHERS o 7) BUILD DOWN AROL" CURB PRUON Or WINDOW FRAME TO BE ENGINEERED By OTHERS. BUILD DOWN MUST BE OF SUF:ICtENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM Wv0Dw TO THE STRUCTURE. PER!HIETER CAULK 6) FLORIDA EXTRUOERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO BI OTHERS APPLIES TO FLORCA EiTRUDERS 1750 SERIES k. 2000 SERIES. Wmev vir.m 9) ELEVATORS SHOW COMMON CONFIGURATIONS. TT IS NOT INTENDED TO LOAT USE Or THIS PRODUCT TO THESE TWO CONFGURATIONS. THIS SHEET APPLIES TO ALL rim FRANC HEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. k 20DO SERIES DESIGNER FIXED WINDOW rRAARNG SYSTEMS ' 10) wNDOw UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREuENTS. GLAZING (TIP. SEE NOTES) EXTERIOR PERT ETER CAULK By OTHERS EKTER!OR rtmISH By OTHERS Ae MTIILLATION J AHEHaR SCREW. ITTPJ SHEATMtHG By DT.ERS rim rRAKE SILL SM!M AS REO'D.- SEE me TES) / i L I/1' MAt s"I, A E fill EXTERIOR ELEVATION TWO B) rRANIr(G 81 OTHERS CAULK BEHIND FIN ri y'Api7H •• GFJN b E`1J .' g• r IRM s .,,g• 1 e s r HSDCKI 2piLA k SECTION A -A Fay, ft 2002 M T H jI 91:r Si ACE INSTALLATION AnCMCR SCREW (TIP.) 1'0 Br rRAMIMG Br OT ERS CAULK BEHIND FIN r IB)( CZBC11CKt Br ETHERS E-MuoR FINISH BT GT.ERS PERIHE TER CAULK BY OTHERS SECTION B-B EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL. FD. FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOu 1000, 1750. & 2000 SERIES DRAWN BY: BB APPROVED BY: DATE: 02/14/02 SCALE:NTS DWG.: FL' X0037 M[ H<1 Hr •,>Cr 4(AK• C fL r40+(Pa rX. X[R rY. .(.t C . r 05r 1PrJ .O( .Y Yl l ru r: a9-Hl CONCRETE CR Sy:M AS PE'C'^ INSTALLATION ANCHOR MASONRY OPENING 'SEE NO ) /IS• DIA, TAPCON -- 1/" M:.K SHIH SPACE BY OTHERS CONCRETE OP INSTAL! ATION ANCHOR L, _ •_1 1/.- MIN. HA$ONP,T [,'PINING CAULK BETVEEN •a SCREV (TYP. VHE:zc I - Em2ZDMENT 6r OTHER$ Doop FLANJGE TAP:D(S A<E NOT R_D•D.) i S. vGO. ?UCK CAL•LK BETVE_N ONE 3Y WOOD WOOD BjCK L BUCK BY OTHERS i CUC BY WOOD INSTALLATION ArC.•GR CRICK BETWEEN PER IM:T:N MAST. CPENir.G j BUCK Er OTi([RS WD00 SLICK C 04aK nY 3/!6' DIA. TAPCON , B' OTi_RS 1 I/A' MiN BY OTHERS OPENING OTN'E S 1 EY.?E DMENT II BY OTHERS 1j) SLIDING CLASS I \a CAULK BETWEEN STUCCO 1( DOOR FRAME I CAULK BETWEEN SL J:NG CLASS DDZP By- OTNSiS HOD STRIP L I/ C I JAMS ` G VG09 BUCK S )G]K STRIP 4. ` VLfID BUCK MA X. C, $r(I!N AC I By OTHERS OPENING 1 BY GiM£R$ N 11N Sm M AS REO'D. N 1 (SEE NOTES) I'1/4• MIN. E!1 DMENT I 1 4 INSTALLATIDN ANCHOR- p14 p 3/16' DIA. 7APCON EWERZI) GLASS p CAULK BETWEEN` ... cTDOOR FLANGE IN ANCHOR L %COD BUICK B6 SCR£V (TYP. VMERE } ` TAPCONS ARE NOT REO•DJ i SLIDING GLASS PER,rFTER a ONE By vOpO DOOR FRAME I BUCK By OTHERS HEAD C OTHERS CONCRETE OR MASONRY OPENING STUCCO BY OTHERS 6Y OTHERS S. G.D. WIDTH CO TEMPERED 0. B.0.4F.7EMPERED GLASS GLASS ( TYP.) (TYP.) SECTION BNANWACITURER YAM; i- 1 SLIDING GLASS DOOR DOOR E` r• n X r .I CV C r INTERLOCK HEIGHT MASTER FR.EHOOK STRIP DETAIL Ai 1) DOMATERIAL. ALL"""" ALLOT 6063. (NBEDNCNN 2N OR iAPCON TYPE INSTALLATIONAKNWS MUST BE or wrICIE.1 LENGTH TO ACHIEVE M1H. i Or 1-1/ 4' IDTO MASONRY OR CD'CRCTC. 3) ALTCRNATC TA COM IM:ALLATION ANCHORS FRONT TO SAC'L N ALL reANC NENIIERS. .-. TAPCOi .NOOK CHART ON BACK Q THIS SHEET. ST USE SRICOIZCD ACRYLIC CAULK BEHIND DOOR fLANGC AT HEAD L JANSL _ j L) WIC ^ CT DOTED SIZE IS CAULKNOR P( mCFCIR SCR; AaOaA C4D [RIOR ? OLOL .. 37 U RKILIDOOR112EISRaiLISTEDrcIMAr4Ot (HART, USE DCN0.ERIO;t r'D= TCD vain •CAT LARGER SIT[: fOR- TK AP'PROPRIATC DESIGN PA S DOORRS RCO'D. - B) NOR POCKETDOORSIROUSCMOCKS'iA:f DOOR S12C t CDCIGIRATION 70 fWSNED C(NW4 ILASS THICKNESS pFRONT7NRF: STRIP AS SravN. GLASS TMCK)4S2MYWARTKRNRESIC^ATED f' Or ASTMC13o0 CASs CHARTS. SLIDING GLASS_ t0) ALL AC70RY APPLIED TO NOT BESIGN•'CO NCR TAPCCs. INTO W SWIiD BE fRICD WITH •B ICREV: 3 B OO SUNIT 1CNT PROVED US PROVING MIN 3/B' CMBE DON: INTO GLAZED OD INtUJR FRAME IIt:) 0062 UNIT IS APPROVED USING TCNFCILPD GLA:S IN SINGLE CAZ[D OR IM.LKAT {NG CASE SILL IZ) JAMB / SILL CORKRS ARE TO BESCALED V:TN A SHALL JOINT SCAN SCALER. ` 13T SHIM AS REPO. AT C•. SCT Of ISHALLTALLAPIOH AACHDR:. Mc ALLCVABL : SHIN STACK TC BE 1/.-. O TNT ALL INSTALLATION AHEOR •$ MUST BE NA E OrCO:ROUDIN RESISTANT M 'EstlALS. 15T WNSRC 'A' REPRCS[ N% NOVENG PANEL ANC '0' RCPRES[NTS [IxC3 PANEL APPROVED POT ALL ARC AS LISTED mN ABOVE R CHART CNSACKS THIS G.aC 16N EC ALL COYIR7RATIDNSLISTEDSTRIPDEAREAPPLYONTHISLAIJONPaLLvCRINSTALLATION1 EKTERIOR CLCv- :ON SECTIONS ' MA','B•B-. L Nml IT41P DETAIL APPLY TO INSTKL•iION 0: ALL APPROVC6 1 Eva- Z P: vCL DOOR S'rJVN CNSTALL ONE T c DMENT 10) INSTALLONETAPCCNINCACwP•IE C K Or THIS APPLIED pN: i•LLAiIONNQCS INP.-CSS raiCD p . A , ( O AM• N. OTNERVISR RU AmCCRS 90 CHART. SEE BACK Of SS OR It .. ... _. G IB) fLORiO• [r TRWDCRS I000 SERIES SLIDIK LASS DOOR If STavNI THIS PRIM ALSO APPLIES TD A - ROOD SRRICI AND SOIL' S-iRtCi e A o ° , REVS DESCRIPTION DATE INI EXTRUDERS LIBERALLY APPLF YA0 P I D AINT. INC- $ANFOP,D FL. OIB_KI UNDE7 SELL INSTALLATION ARCH[? - OR SET SILL IN BED GF CONCRETE3/I6' CIA- TAPCON TITLE: SLIDING GLASS DOOR SECTION A -A - INSTALLATION WITH TAPCCJt>fS DP.AWN BY: 313 I APPP.OVED BY: r . •.. ^^ DATE:10/25/01SCALE: NTS jDWG G: FLEX0021 L' ) r .. ow. •• PRODUCT L •P'LtC T13N CKd+CE404 INC. CT• NIC—TZ01w 11•- SLAT[ :Sf. Nt•T.e3v. ILOR:- >t:ro. EON-8::-0%S fu N.i-0.'St76L INSTALLATION ANCHOR SM1H AS RE'O'D R8 SCREW SHEATHING (SEE NOTES) BT GTHERS CAULK BETWEEN DOOR FLANGE TWO WOOD L SHEATHING By OTHERS II I X I I I F SHIM SPACE 1 IS "d =• 1-1/6, MIN. EMBEDMENT STUCCO OR SIDING ' By OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS TEMPERED GLASS (TTP.) L•.. r"^ .A 1• DOOR V107H 'j--f/4' MAX, SHIM SPACE TVO By WOOD MIN. BY OTHERS EMBEDMENT SIDING GLASS , COOR FRAME UAM3 , SLIDING GLASS DOOR HOOK STRIP SHIM AS REO-D. SEE NOTES) INSTALLATION ANCHOR 13 SCREW TEMPERED GLASS CAULK BETWEEN irv.D DOOR FLANGE L SHEATHING INSTALLATION ANCHOR 8 SCREW TWO By WOOD at OTHERS CAULK BETWEEN HOOK STRIP L SHEATHING EMBEDMENT ' SHEATHING BY OTHERS PERIMETER CAULK BY SHEATHING Br OTHERS 7 TEMPERED GLASS OTHERS STUCCO TYPJ STUCCO OR SIDING' OR SIDING By OTHERS ' By OTHERS SLIDING GLASS DOOR INTERLOCK A - DOOR HEIGHT SECTION B-B SLIDING. GLASS. DOOR FRAME SILL D A HOOK STRIP- DETAIL: I) QS I HATCRIAL,AL• N S MV! ALLOT c filor2R9MSTALLATOiTOOMTACMJSTON- K 7 SVfICTINT LfJLtH 1D A[ML M HIM. CnKDCNTOF1-VD' TNTOLENGTH T .TAPCOv[iMI D[STALLATOA AMpGRi AT SILL RVSt R OfSRlfl[ICNt lC1GTM TO Ab,iCK HIM CnKIIrCA" 7 I-VK' INTO IYStyIRT OR COCIKiC •- 3, INStALLATIO, ANCHOR CHART OM I.E. Or THIS SHOET. .. . VSE SILICOlzED Ac2TLIC cALLK REMIND DOOR FLANGE A: HEAD a SR USE SILICOKIND ACRrL1C CAULK FOR PERUETa SEAL A23KiA0 EATERIOR Cr DOOR. N IF COACT DOOR SITE IS HOT LISTED IN ANCHOR CHART. I.KE ANCHOR OLIANTITT LISTED VITH HCKT LARGER SIZE. fOR THE APPROKIArE DESIGN 2iSIIRC'RIO.l'• ---"'----" " T/ fOR POCKET DOOR Sir- VSC.CLMSI RTPASS DOOR SIT•_ L COlIORATIOR t0 fORUCD OPEHIrG PLACE INSTALLATION ANCHOR•...1' RtS. IN FRONT Or Ht STRIP AS SKNK ' . RN GLASS TnICKi2 my vART PSR REOVIRCHENTS IF ASTN CI100 GLASS CHARTS 1R .DOOR UNIT IS APMvE3 vSUG TEMPE2ED GLAS- I. SINGLE GLAND OR INSl.LATDG GLASS. RDA JANR / SILL CORNERS APE TO K SCALED WIT. A SHALL HINT- SCAN SEALER '- II, SHIM AS RCO'D. AT EA SET Or INSTALLA11ON A C10M FAK. ALLOVARLC SHIM STACK TO K I—. 12A ALL INSTALLATION ANC_2S MUST SE NAN OrCORROSION RESISTANT MATERIKS IRA v, ERE 'A• REPRESENTS ntilHO PANEL AND '0' +EPMRESU,'S f1[ED PANEL APPROVCD CUNFIGIRATIONS ARE AS LISTED ON ANCHOR CHAT a RACK or THIS SHCLT. T EXTERIOR ELEVATION 1•' HOT ALL EOlIGRRATTO S LISTED AROvE ARE —_, 1>» THIS DRALATI O OF ALL IOVEAD . ATIDM : SECTION: 'A -A•, •R-i• a NOOK STRIP D[tAx APALr Tp INSTALLATION Or ALL APPROKD 1 I EMBEDMENT cSWIui.TIOs - - - -" D O A 1-1/a' MIN. Z fN•QL'DOOR SHOWN IL FLORID• ([ IRuOCRS t000 SERIES SLIDING GLA:$ DOOR IS SHOWN THIS PRINT ALSO APPLICS TO 2000 SERIES AND 300 SE21ES. LIBERALLY APPLT o . CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CON: RETE 3 16• D SECTION A - A DESCRIPTION DATE F L P I D A INfi RINC.- INI SANFORDF. L. TITLE: SLIDING GLASS DOOR INSTALLATION' WITH' 14.8 SCREWS' - DRAWN BY: ? B _ APPP.OVED BY: PATE: 12/ 17/01 !SCALE: NTS JDWG JFLEXDG27 SHT 1 OF AcfAJrO [.. AtODNCT L .ARKARm' [,KCK44. D[- 2:] In ICRw,tlO.n. K1n_ T1t[ 2i0. .A:AI.Dv, fLOR:DA. YT4, ARR-KS<XS fu ARR-RRS-R7La 1000 P.VJDESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS Ix2X1/8 TUBE MULLION SEALANT BETVEEN VD+DOV FLANGES- L IuLLMN SEALANT- VINmv f 08 X 3/4 SELF ' L 10JLLION low TAPPING SINS HEAD (TYPJ SEALANT vlmoav GESN SECTION A —A (1) L MULLION 1000 P.V /DESIGN ER SILL (TTPJ _ 08 X 3/4 SELF TAPPING SMS 1X27/16 %1/8 n r—x]Fl / TUBE ra1LLIDN SEALANT BETVEEN VD(DOV FLANGES L MULLMN 08 X 3/4 SELF 1000 Sit TAPPING SMS HEAD CTYPJ* SEALANT BETVEEN SECTION A —A (3) VWDOV FLANGES _ L MULLION 1000 P.VJDESIGNER ILI FL ANGES SILT <TYPJ L 10A_LION 08 X. 3/4 SELF TAPPING SMS 1 X 4 X 1/8 atFi / TUBE MIA.LION 08 X 3/4 SELF 1000 SA TAPPING SMS HEAD ( TYPJ SECTION A —A (5) 1000 P.VJDESIGNER SILL ( TYPJ 08 X 3/4 SELF O TAPPING SMS 1 X 2 X 3/8 TUBE MULLION 8 X 3/4-SELF 1000. Sx TAPPING SMS MEAD CTYPJ SECTION - A—A (2) 1000. P.VJDESIGNER SILL ( TYPJ . 08 X 3/4 SELF TAPPING SMS 1 X27/16X i1 TUBE MULLION rDVDOV FLANGE L MULLION APPLIES r0 HEAD k SILL WHERE I - X 4" k aOxIUARY PLAT DETAIL C 2- X 4- TUBE MULLIONS ARE USED E a- CR ADDITMN E ANCIQtS. VHEN REOMEDI E SHEATHING INSTALLATION ANCHOR 08 VbOD LIo+ SCREV ( TYPJ EXTERNAL MULLION INSTALLATION CLIP . TWO BY WOOD BUCK BY OTHERS 1000 P.VJDESIGNER SILL ( TYPJ 08 X 3/4 SELF TAPPING SMS 2X4X3/ 8 TUBE MULLION 08 X 3/4 SELF 1000 Sx TAPPING SMS HEAD ( TYPJ 08 X 3/4 SELF TAPPING SMS SECTION A —A (4) t000 ix HEAD ( TYP.) r1000 P.VJDESIGNER SILL ( TYPJ SECTION A —A (7) 1 fffS F k 13'0. TAPPINGSM1X4X3/ 8 'FL TUBE MULLIONL` WA0. qrIT08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TYPJ SECTION A —A (61 t7 Ii'•• bra DETAILl KA_ LDN . APPLIES TO MEAD k SILL *MERE 1' X 2' t 1' % 2 7/16'. TUBE YUUJO/S ARE USED DETAIL B DcA v f= SCREV M CLIP L1 1/8, MIN. EMBEDMENT I 1/8_ lux V42EDKCKT oll r— A FLORIDA NTERNATIONAL INC LORIDAEXTRUDERSSANFORD, FLORIDA TITIE: SER. 1000/1500 FIN SHEET 1 OF .'2.. TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2)' 'F R DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: ' DATE: 2/6/02 SCAIE:NTS DWG.: 1HMFINTR FLORIDA NTERNATIONAL INC LORIDAEXTRUDERSSANFORD, FLORIDA TITIE: SER. 1000/1500 FIN SHEET 1 OF .'2.. TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2)' 'F R DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: ' DATE: 2/6/02 SCAIE:NTS DWG.: 1HMFINTR SEALANT BEWEEN VINDW FLANGES 16 MULLION r 1000 P.V./DESIGNER 1 SILL (TYPJ 48 X 3/4 SELF TAPPING SMS IX2X1/0 TUBE MULLION SEALANT E VINDOV Ft L MILLION 08 X 3/4 SELF . 1000 SH TAPPING SMS HEAD (TYPJ v FLANGES SECTION A —A (1) L MULLION 1000 P.VJDESIGNER SILL (TYPJ ' 3/4 SELF TAPPING SMS 1 X 2 7/16 % 1/ r / TUBE MULLION TYPICAL MUWON TO CONCRETE O JAMB 1600 P.V DESIGNER (APPLIES TO JAMB WHERE I' X 4" SILL (TYP.) k 2- X 4' TUBE MUWONS ARE USED) Q t8 X 3/4 SELF TAPPING SMS CONCRETE OR MASONRY BY OTHERS IX2X3/8 TUBE MULLION MN ,. p. ONE BY VOOD S `1.+1YiJ:SAL FLO.A B.O.A.F. BUCK BY OTHERS MANUFACTURERluY3ER NAM: t8 X 3/4 .SELF MASITR FM # 6I0SH ' TAPPING SMS j - READ (TYPJ SECTION A —A (2) P VJDESIGMER loom P.VJDESIGNER DETAIL 8 INSTALLATION ANC[IR 3/16' DIA TAPCJON SCREV ANCHOR (TYPJ EXTERNAL MILLION INSTALLATION CLIP r1000 SAIL (TYPJ SILL (TYPJ Q I 08 X 3/4 SELF =8 X 3/4 SELF TAPPING SMS 8 1 X 2 7/16 X 3/8 TAPPING SMS TUBE MULLION 2 X 4 X 3/8 1 1/4' MIN. UT1, TUBE MULLIIIN EMBEDMENT i L MILSEAL FT_AI N - .. SEALANT FLANGE L NUJ-I@I VWIbV f'LANGE _ f; KILLION t8 3/4 SELF t8 X 3/4 SELF X 1000 S.H. TAPPING SMS IOOO.SH TAPPING SMS HEAD (TYPJ HEAD (TYPJ SEALANTSECTION A —A (3) SECTION A —A (4) vimmvF L MULLION TYPJVJDSIGNER . SEALANT LANCETVES r (TYPJ ViMDOV FLANGES 1000 P.VJDESIGNER r SII_L (TYPJ SILLSILLf 3/4 SELF & MULE NG SMS L41X4 X1/8 Z__Tvlrl'f TUBE MULLION t8 X 3/4 SELF TAPPING SMS 'I X 4 X 3/8 1 / TUBE MULLION t8 X 3/4 SELF 1000 SH TAPPING. SMS HEAD ( TYPJ SFCTION A —A (5) .. ' t8 X 3/4 SELF 1000 . S.K TAPPING SMS HEAD ( TYPJ A — A (6) t8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD CTYPJ SECTION A —A (7) VIEWED FROM EXTERIOR - :.,. FLORIDA EXTRUDERS SA On° RIDA T' ITLB: SER. 1000/ 1500 FLANGE 'SHtET " 1. OF..2: TRIPLE'- H RIZONTAL'MULL-ION SECTIONS SEE OTHER S I DE ( SHEET' '2 F 2) FOR DESIGN .. PRESSURE CAPACITIES -- DRAWN BY: MSH ARPROVED BY. - DATE- 2/6/02 scmz:NTS . DWG.: ' 1HMFLGTR ' APPLIES TO HEAD & SILL WHERE I' X 4' 1000 P.VJDESIGNER 1000 P.VJDESIGNER & 2 X 4' TUBE MULLIONS ARE USED SILL .(TYP.) SILL (TYP.) AUXILIARY PLATE , CFaR ADDITUIRAL ANCMU. VKN REWIRED) AI 08 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS SHEATHING 1 x z x 1/8 l x 2 X 3/8 10 O- O TUBE KJLLION TUBE MULLION — — WSTALLAilON ANCHOR 08 VDOD SEALANT BETVEEN AA.LI: SCREV (TYP.) VINDOV FLANGES .. L o I ION O EXTERNAL MULLION INSTALLATION CLIP -- TVO BY VOOD B1JCjK rBY OTHERS tmv BCTVM f8 X 3/Y SELF 08 X' 3/4 SECON"rRAIJ- HO---U DJfd 8. •Jt JT_....... .... _ — a MULLION 1000 S.H. TAPPING SMS 1000 Sx TAPPING SMS HEAD (TYP.) HEAD (TYP.) dJaAIC2 i' : — MULLION SEALANT FLANGES 'SECTION A —A (2) v s SECTION 'A —A (1) ,S- 1000 SILL PDESIGNER %S (VJDESIGNER , _.—W G / : fe X 3/4 SELF / oe x 3/+ SELF 1000 P.VJDESIGNER r— A TAPPING SMS TAPPING SMS SILL (TYP.) 1 I X 2 7/16 X 1/8 ! X 2 7/l6 X 3 8 l TUBE MULLION TUBE MULLION f8 X 3/4 SELF TAPPING SMS 2 X 4 X:3/8 TUBE MULLION: SEALANT BETVEEN 1 1/8' MIN VINDOV FLANGES EMBEDMEN - L KJLLMN FI FVATION SEALANT BETVEEN .. -:-VIEWED FROM EXTERIOR' . VlNDOV FLANGE - L MILLION .. ...... _ @ . APPLIES TO MEAD g SILL 1* x 2 1' X 2 -7/16" TUBE MULLIONS ARE USED' f8 X 3/4 SELF f8 X 3/4 SELF _ ._. .... _ .. . IBBO Sx TAPPING SMS 1000 S.M. TAPPING SMS _ .. HEAD (TYP.) HEAD (TYP.) SEALANT BETVEEN SECTION A —A (3) SECTION A —A (4) wwD SCRt8VWDSQCV VINDUV FLANGES - RYP.) L MULLION -HmL CLIP 1000 P.VJDESIGNER . sEK•^I+T BETVEEN FF--1000 P.VJDESIGNER SILL (TYP.) V(NDOV FLANGES. 1 SILL (TYP.) ' ` 08 X 3/4 SELF - C.MULLMN i \ TAPPING SMS 08 X 3/4 SELF ' f8 x 3/+ SELF \ TAPPING SMS TAPPING SMS 71000 S.H. SECTION A —A (7) I ve' wx I X 4 X 1/8 1 X 4 X 3/8 HEAD (TYP.) EMDEDmENT TUBE MULLION TUBE MULLION EXTRUDERS INTERNATI. FLO INC FLORIDA. SANFORD, FLORIDA za2 r ?TILE:-SER. 1000/1500 FIN SHEET 1 F .2., r' ....... WIN HORIZONTAL MULLI N SECTIONS - SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN.PRESSURE CAPACITIES f8 X 3/+ SELF \_08 X 3/4 SELF _ TAPPING SMS TAPPING SMS 1000 SA. BY- MSH APPROVED BY: l000 S.M.sx OO; l HEAD (TYP.) HEAD (TYP.) f_ucuuC•',-•- R N . SECTION A —A (5) SECTION A —A (6) - <-•DATE:2/6/02 I SCAM NTS DWG.: 1HMFINTW I I I I I 1 SEA._a,%` 3E71-,E-': vf,eav F.-AvGES r tH X 3/4 SE!F TAPPING- SMS i x 2 X N'.1L_IGN S=ALAk °c.V_a Va.- V n AtiLES L MAIi ce x ./a SELF T050 S TA??D* SMS SEALANT °CiVEEM r- V1,00V F_ANCES S• _C TT ION A —A (i ) r 1 C P.V./DES:G4ER S1LL (TYP.) I T ee X 2/4 SELF TAPPING SMS I X 2 7/16 X 3/6 S F---UU1 ' / TUB_ HULLION S*. LA_-4T 3=TVr_EN VLNrw p_.v ES- L M:f_LIM 1— ae x 3/4 SELF IGW S.M. TAPPING INGS~S HEAD ( TYP-) SEALANT BETvEEN SECTION A —A (3) VINMV FLA.`Cl-S L MCA•I.[6' r JYX P.V./DESiur1:R' SEALANT HETVIEN I SILL (TYP,) YINu'J'd FLAN S 7 cy X 3/4 SELF L NI. -LUN lxaxva IF CA- MULLION h; CONCR7E C J.A.ME GF- L jrs TO :/.V= wtiERE I- X 4' jrid2- x t' TUE_ MU_L'ONS A?Z USED) I II. i I •, - S- Lr I' i ISMSCONCRETE OR MASCtiiY 3y T:,Ks i 1 TRAL F.LOPMA ,5. 2U < IS'! OTHERS MANUFACTUM. is / a SE:, Lo lD9 u Ic7> S I+ in -PING SMSr I i TTF.• lily , i 1 Sw i i N' A —A (2) I 1 s Ge P.:'./LKSf NER - r 10C9 C.v /?ES:GlZR SELL ( IY?.) I i I^ IA LNS• ALLAUGN ANCh—i /le VIA. SC; Lli/ A\:,r._R'c7yF, ViSSD LLL47i0N C.P. SI_ L (I P.) I Q e G S.Y L S X 3/4 SELr i X 2 7/115 X 3/a TA?FING SMS TUBE 11V_LIa,'WF-101 c x 4 x 3/e I i 1 1/a• MIN. UHE ) 1•ter: I 2N3EZ<N*i S' 4_ANT SETVEEN Vi` LM1' fLA`zE - L Mr._:W Fe x 3/A SELF iGlO Si, TAPPING SMS rEAD ( TYP.) SECTION A —A (4) r! U0 F.V./DESIGNER T ae x 3/4 SELF TA PiNC sP. i x A x 3/88 9 X 3/4 S'_LF AYE X 3/4 SELF IoCO S.H. iAPPi.sG SNS S.H. y' - TA? Fi;:: S.4S oG Hc43 ( TYF.: .EAD (TYP.) S>-." QN A --A (5' Sz'QTiQ.N A_A, IF'.. e X 3/4 SELF TAPPING SPS 1000 S. FitAO .: Yr,) SECTION, A -A (7) I 1 A ' .. LL' cVATioN VEWM' FROM EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL. FINCLORIDASANFORD, FLORIDA TrrLE: SER.: 1000/ i 500 FLANGE .:.SH.EET -1 G_ F 'r I TWIN HORIZONTAL MULLION"SECTIONS" SEE uI=R SIDE .Sf-+GCi 2 [Jr-.'2,' FOR J I DESIGN -PRESSURE CAPACITIES .. FEB 15 1uJ2 (DRAWN BY:MSH APPROVED BY: DATE: 2/4/0? I SCALE: N TS DWC.: ; HMFLGT W 1000 P.VJDESIGNER SILL (TYP.) IB X 3/4 SELF TAPPING SMS Ix2x1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION SEALANT. BETWEEN' v FLANGES. B \—08 X 3/4 SELF 1000 Sy{ _ TAPPING SMS TYP.) SEALANT BETWEE AD LA vD(DW FLANGES SECTION A —A (.I) - L MULLION 1000 P.VJDESIGNER SILL (TYPJ US X 3/4 SELF TAPPING SMS . I X 2 7/16 X 1/8 f-1iYlTUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION 88 'X 3/4 SELF 1000 SX .TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES MULLION f 1000 P.VJDESIGNER SEALANT BETWEEN 1 SILL (TYPJ MFLANGES MULLION LIONIB x 3/4 SELF TAPPING SMS 1 X a X 1/8 1— ZflFI r TUBE MULLION _ I8 X 3/4 SELF 1000 SJ{ TAPPING SMS HEAD ( TYP.) SECTION A —A (5) 1000 P.VJDESIGNER AUXILIARY PLATE SILL ( TYP.) o-OR ADDITMA L AIQQtj• V/EM REOULREII) 0 IS X 3/4 SELF TAPPING SMS O_ O IX2X3/ 8 TUBE MULLION E) APPLIES TO HEAD do SILL WHERE I' X 4' k 2' X 4' TUBE MULLIONS ARE USED DETAILC SHEATHING INSTALLATION ANCHOR I8 WOOD SCREW ( TYP.). EXTERNAL MULLION . OENTt' ILAI. FLf}_TMA B.O.A..Vex BY WOOD 18 X 3/4 SELF . G1C BY (ITHER 1000 S.K TAPPING SMS . WACTj[jRER HEAD ( TYP.) jOR/ P4 ,tY7P SECTION A - A (2) r l000 P.V./DESIGNER MUSTERFa , # 6 SILL (TYP.) 18 X 3/ 4 SELF ar---m SIGNER TAPPING SMS ' 1 X 2 7/16 X 3/8 TUBE MILLION3/4 SELF NG SMS rTUBE 4KJLL113N SEALANT BETWEEN viN00v FLANGE - MA. LIIIN 08 X 3/ 4 SELF 1000 SH TAPPING SNS HEAD (TYP.) SECTION A —A ( 4) 1000 P.V./ DESIGNER SILL (TYP.) IS X 3/ 4 SELF TAPPING SMS 1XaX 3/8 if fv_l rTUBE MULLION 08 X 3/ 4 SELF 1000 S.K TAPPING SMS HEAD (TYP.) SECTION A —A ( 6) L--` /. A 4--- 1 1/ 8' MIN EMBEDMENT _ ELEVATION-__ ._ VIEWED FROM EXTERIOR DETAIL B APPLIES TO HEAD h SILL. WMUM V X 2• t 1" X 2 7/16•;TUBE-NULIUONS ARE USEDDCA Wm. ALLAii( N ANCHOR SCREvJ L 0. ID 48 X 3/ 4 SELF TAPPING SMS 1000 SX SECTION A —A (7) TYP.) L/B• KLK HEAD (TYP EMBEDMENT FLORIDA EXTRUDERS •on° f o>zmn. Tom: SER. 1000/ 1500 FIN SHEET 1 -OF.'2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF-2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: DATE:2/6/ 02 SCALE: NTS DWG.: 1 HMF IN 1 _ to y 1/4 S' 75= :iLu=N L SCAL*.%;T 9:TVEuN' v:N u ' F:A"GCS - TA x 3: c S_L CAL. (: Yf'.) SEALA,` VT E_T%;r_EN vvi- 3V FLAKES SECTIO.N. A —A (? ) t raul:s CL• 0 R ./DESIGNER FSILL ( TYP.) P X 3/4 SELF TA= itiG $MS i % 2 7/15 X 1/P 1 TUBE MLA MUN SEALANT E V: NMV fl L MU.LION q8 X 3/4 SELF lezo S.H. TAPPING SMS HEAD CTYP.) Sr_ ALA;:- ETVFEN c. CTiON A —A VINDDV : LA\':ES L r! Crn^. F.V./DES:GMER SEALANT BETVEEN SILL' ( TYP.) WINDOW=,ANGES 1 I x 3// SELF L MULLIGN TAPPING SMS X 4 X I/P lurL LLili:v a8 x 3/4 SELF TAPPING SMS S. HEAD :'. YP.) mac: " ./.^ ES'C•n£R I :P•C,\L MU' LiCtl TO CONC%'•_ _ r ! I (. _FPUES TQ ,IA.MWHERE y_ 4' TA:' -- 1 ; L• 2" X 4" 'rU9Z MULLIONSA=_ 1 AF%:NL SMS ' CONCR_TE OR MASONRY II BY _TLiERS iIe 4; rx i i i iNS': _ L AN,^,HG'n 3/:6' I:i0. TA?`.,L•.N Si=V AN-ki( fx:r;ZNAL 1CLN KS ITA_LAiIvL' JK '- d :_.< 51 OTHERS QI I i CENTRAL . FLOREDA : B. O. A. F. s ' TA?P:N: SMS hIANUFACTURER.NAME: I. iEAZ (TYP.; fLOR/DA FX`r-RuD RS : I 1 SFCT!0N, A —A ( 2) WASMIR ram, 104G P.V./LES_ ir R i ll I S:LL (TYFJ Q ! o % 3/4 SELF ! 3 T P.V./DrsHiNER TAPrIti= SY.S I , 1 X 2 7!15' x 3/e SILL (TYP.) U3:-- ?4ULLiO•N ' —( - 1 1/4' MM I X 3/4 SELF Ei`IKD"E-NT TAPPING SMS S£ALaNT BETI:EEN 16'IN70V FLANGE - fie X 3/4 SELF - IBC S N TAPPING SMS HEAD (TYP.) SECTION A. — A. (4) I0.00 F.J./ L'ESIG`lEF S:LL (TYP.) 6 X 3/4 SE'_F Tti PING SMS 1 X 4 X 3/8 ill-- -H"]l ll i•c_ riuL_ru, aL: x 3/4 S` LF YMc S.ii. HEAD. 2 X 4 X 3/8 TUBE MULLION B-TAr, is X . 3/ 4 SEL% I . TAPF:NG SM axS,:. SECTION A — A, (7) I WEYrED FRom EXTERIOR FLORIDA EXTRUDERS I`ITERNATIONAL, MA SANFORD; FIARIDA u: SER. 1000/ 1500 FLANGE SHEET-1 OF 2 n r ne,T i .. , 1: y- .. HOR i Zug. .AL....i SE . I hS I S= ;J I ' CR SIDE \ J:ILC C Uf 2/ f MR DESIGN PRESSURE CAPACITIES DRAWN BY:MSH APPROVED BY: 15 2'02 :DATE: r/:i02 SCALE:NTS. DWc.: I>;MFLC, t 5 1000 S.H. 1 X 2 X 1/8 1000 SA I X 2 X 3/8 TVO BY VOOD DETAIL C JAMB (TYP.) TUBE MULLION JAMB (TYP.) TUBE MULLION BUCK BY OTHERS 08 X 1/2 SELF 18 X 1/2 SELF 1 1/8, MIN. TAPPING SMS TAPPING SMS EMBEDMENT 2 X 4 X 3/8 SHEATHING SEALANT BETVEEN SEALANT BETVEEN TUBE MULLION INSTALLATION ANCHOR p8 VOOD .._. VINDOV FRAME ;VINWV FRAME MULLION SCREV .(TYP.) — t MULLION . p8 X 1-1/2 SELF p8 X 1-1/2 SELF EXTERNAL ML0.LION TAPPING SMS TAPPING SMS INSTALLATION CLIP SECTION A —A (1) SECTION A —A .(2) MULLION I ,X 2 7/16 X 1/8 1000 SA APPLIES TO HEAD do SILL W!iERE 1" X 4" - 1000 S.M. TUBE MULLION 1000 SH 1 X 2 7/16 X 3/8 JAMB CTYPJ & 2' X 4' TUBE MUWONS ARE USED JAMB (TYP.) TUBE MULLION JAMB (T7PJ .. APPLIES TO HEAD &SILL WHERE 1" X 2" 1" X 2 7/16' TUBE MUWONS ARE USED p8 X 1/2 SELF 08 TAPPING SMS INSTALLATION ANCHOR TAX 1/2 SELF p8 X IR SELF 18 VOOD SCREVTAPPINGSMSTAPPINGSMSAI ( TYP.) SILL CLIP SEALBETVEEM 8 X 1-1/2•SELF VD(Dp FLANGES SEALANT BETVEEN SST BETVEEN TAPPING SMS t MULLION 1 1/8' MIN.' VINIXIV FRAME EMBEDMENT t MULLIQN t MULLION SECTION A —A (7) SHCAMD4 08 X 1-1/2 SELF 08 X 1-1%2 SELF. TAPPING SMS TAPPING SMS DETAIL C SECTION A -A (3) SECTION A —A (4) mn PLATE AUXILIARYPLAATE1 X 4 X 1/8 1 X 4 X 3/8 /•,1C• (FOR ADDITMNAL.ANCH]RS. VHEN REQUIRED) TUBE MULLION TUBE MULLMN • A A --- loon Sx 1000 S.M. URIDA # — r' O _ O JAMB ( TYP.) JAMB (TYP.)g p8 SELF -TAPPINGSMS (TYPJ ` BETATL B LIp8X 1/2 SELF2 SELF ELEVATION Q'TAPPING SMS SMS VIEWED FROM EXTERIOR FLORIDA EXTRUDERSurrERrraTlorrAL we SANFORD. FLORIDA TITLE:SER. 1000/1500 FIN SHEET 1 OF. 2 VERTICAL MULLION SECTIONS .SEALANT BET' EEN VEENv 1F 02SEEOTHERSIDE (SHEET 2 -OF -2). FOR 8 X 1-1/2 SELF. - DESIGN PRESSURE CAPACITIES'":" TAPPING SMS TAPPING SMS DRAWN BY: MSH APPROVED BY: - SECTION A — A (5) - SECTION A —A (6) DATE:2/6/02I ScaIe:NTS DWG.: 1VMFIN iy cr_N. Ey rn C.A;'- C X is X ._ r-i X 2 X /P vow.._ n T tv9 ( 7Yr, { -i c_ .•____•'\ :AY.: (iY'rJ v CL". CRL _ _.. ^ MASr\2y 1 1/r M!R Q rTN' QS X !/ 2 SELF \ R2-X ii? SEtr i1— Z> SEAJVT^ Ev _a TA. PP;N_ SMS SLUM A —A i l ) r-: iL ii 7/16 k :ic JAM? ( TYP.) JAM3 (?yP.) ws x i/2 S:J TAP?? yam SMS NIL SEALANT EZT <N VW' JOV FLAP*ES L MtL'LtIT L- P8 x I-:/z SELF TAPPM SMS SEC110N A —A " S; 1 X t X I/E TU2E M'JLL!wN SEALANT. BETWEEN xe N i-1/2 SELF 2 k-4 % c ^\ r'•• A ECTIGI•, -A—A (L ) r i X t 7116 x 3/6 1IQ S:t•- i . J7UEL MLA_LIC-h JAMB (TYP.) . 8 x :/2 SELF TAPPING SMS M8 X 1-1/2 SELF, E_TVLEN NILSEALANT BETWEEN TAPPING SMS Vly1M*J FL4NCSS VINZOW FLANGES ` L WJ-LIm` L MULLID; ECTION A —A (7) se 'X !-': 2 SELF TAPPUr,, 'SMS DETAIL r SEC TON A -A (/r 1 i • %' , j- i % t % 3/6o`--- TUB:' MiFLLIC. N ,• F JAMS ( Ty;..) J?.k3 (TYP., i ;ikgmg n? x i/? SELF rP x 1/3 SELF TAP -Pi - r SMS TAr'P:I:G S.`!S SEALANT 9ETVEEN `\ SEALAVT'_T_EN L KX- L:m: L I-%.Lr3N ee x !-!/ 2 ' SELF \-as x 1-112 Se-F TAPPING SMS. _ _ TA?P1t c: _SMS I ML. Li J S7'AL: ATI_N'A1=. Ei2.%At M!P_L1JN 1 itS" ALL? rr: CL-7. r I ^ =: CA • MUi-' ;CN' ?C 'CON: c 6 Fir J 1) il.( P=-PUSS TO HEAD' k Su W'-1E.4_ 1 'X 4 7A!! P. X 1/2 SELF I [-INSTALLATION ANCHER 7APP_!... SAS j ii 1 t . 1/!4' VIA. Td ,U- s EKEV AIG:HM (TYP) i S: LL CLIP I . EM3EidLh 1 r.'< E: AST stet Er - eTMEas Cl: ADD' T IC%AL ANCNGRS, v{N REQUIRED) 7, A i T/1 SMS (TYP.) `- ft_ ._ F'Tat:_ FL IEFLtsz J. 4.iQ1 -iE i MEWEC FRO%, EXTERIOR IFLORIDA EXTRUDERS. s ER--4 T° own TITLE:SER. i000/ i'u0`FLANGE : SHEET 1 OF 2 JE-<=CAL ku_ L IL Ni SECTI.GIS SEE OTHER SIDE ( SHErT:' 2 `Or `- 2) •'F QR I_S!G. N PRESSURE CAPACITIES;--- FEB 15?. DRAWN BY: MS' APPROVED BY: _ DATE:2/1/ 02I SCALE::;T$ DWG. 1 W"=L ao s.r r 1 X 2 x I /e Ic" .r.. - I A x :. 2 SELF Toy=:••: s:s x2X3/e 6 x ./. SELF 'x 4 x 3/5 TAPPiA;6 SMS TiS= ML7_LI_. NkKcZ— c2 loc.:S.-. - yr.p CTY S:A.-A\- r•T.. N / SiAi:.N', ai.;v-a: - J:NirCi/ F: AAaiS - i SrrT:ON A -A (I A yE• ,T:O,\ A -.A (/.j IX"2 I7./16 X !/9 I X 2 7/16 X 3/e TUB_ KiLLIC:1 1C7C S K / i S.>: TUBE Y. P__T_GN I SEALANT BiTVFzN F Ja49 CTYP.: JAM_ C Yam., { V:N V FLANGES ne x 1-./2 GEL. 1 t :..P LILW TAF-?Iw SMS SECTION A=.SECT10N (7) n _.- 48 X 1/2 SELF 1,6 X 1/2 SELF TAPPING SI!S r APPING SMS TYP:CAL...i' ' r.",'t`Z ^_.'vTq' VULL:GN 10 a._ :N SC: 1 S.M 46 x .1/- $-f ; T AF-..%C- S I SEALANT BETVEEN S£ALA 7 BETWEEN VIN;.OW FLANGES Vi.NE , FL/:^.'CLs X l-1/2 SF_LF LIONtMuL! t 1K1LLUly ia Pi.".'•.S>!S IVisex1_:I: S-! Ti TaPP1vti S>tS S T t e r SFCT:0N .-a. (1 c.Io; P.-A4 - ; F? 1 1111 iiITt I / iA 1x4x VC X4x3/9 j 'B--I TUBE KILL ION TU LION' T' i7' lY T . fla p/ +Y plfj>c+• CJ. EL. E TeeS.M., ICC vri ; , ^ ""ur, Q3Aft. F:=/:_ F4 it Ex'"cRICP R F 6 FLORIDA EXTRUDERS 1 SANFFORD°NFLLOORIINDA k6 x i/2 SELF sax 1/2 SELF TAaPiNG SMS wt TArriNG SMS SER 1000/ i 50G FLANGE SHEET. 1 OF --2 K px to; ._i 1 1\ TERNA_ CLIP 1X - OR 2X MJI— (TY?;) i ANCtGQ BIA TAPwv' PNSTA__ATIZ: CR£ v aNC:CQ CTYPJ SI_ L CLi- 11/ 4' KIN. PRECAST SILL BY OTHER SEALANT BETVEE.N j/ SEALANT B_T:__N W, KG',/ FLANGES S keX1-1/2 __•- i M.A_'_fON t a.4_Lti1N .. TcF=E', S'!S ra x 1-1/2 SELF TAPPING SMS S f - / fF c, CTION A (5 :; -;Cr n— . J' AJXIUARY PLAT t - Ci':: i A:!D!TMNAL A.•CHEM. VYr4 REO'_1RrM 01 f ( VERTICAL MULLION INTO HORIZONTAL' " SEE OTHER SIDE (.SHEET-.2 OF 2) OR DESIGN- P.RESSORE CAPACITIES f !% C( [..,_ DRAWN BY:IISH - APPROVED BY: DATE: 2/ 6/02 SCALE: i DWG.: I VM1Ht1FLG SEALANT BETVEEN VINDOV FLANGES L MULLION 2000 P.V./DESIGNER SILL (TYPJ 48 X 3/4 SELF TAPPING SNS i X 2 7/16 X 1/6 TUBE MULLION SEALANT BETVEEN VINDDV FLANGES - L MULLION 08 X 3/4 SELF 1c00 SJi TAPPING SMS HEAD (TYPJ SECTION A —A (1) 3/ APPLIES TO HEAD & SILL WHERE I' X 4' AUXILIARY PLATE 0 AI C & 2' X 4' TUBE MULLIONS ARE USED TM ADDITIINNK Awd(RS. VNEN REWIRED) . SHEATHING' INSTALLATION ANCHOR 08 VOOD SCREV (TYPJ 0 EXTERNAL MULLION INSTALLATION CLIP TVO BY V130D BUCK BY -OTHERS 08 X 3/4 SELF 1000 - S,L TAPPING SMS HEAD (TYPJ 2000 P.V./DESIGNER SECTION A —A (21 SILL (TYPJ 08 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 TUBE MILLION 2000 P.V DESIGNER SILL (TYPJ 1 8 X 3/4 SELF TAPPING SMS ICY• FLORM $' cEN_L SEALANT BEn y,$i,; L MULL FLAN( 1rtI AuT'8"7t"IN_ltts_ Aj,A.' MILLION uD S IX27/16X3/ TUBE MULLION SEALANT BETVEEN SEALANT BETVEEN VINDGV FLANGES VINDOV FLANGES L MULLION L MULLION - 2000 P.V DESIGNER 2000 P.V DESIGNER SILL (TYPJ r SILL (TYPJ 08 X 3/4 SELF j O8 X 3/4 SELF TAPPING SMS TAPPING SMS j' I X 4 X 1/8 TUBE MULLION 08 X 3%4. SELF \—08 X 3/4 SELF loco S.M. TAPPING SMS__ 1000 SA TAPPING SMS HEAD (TYP.) HEAD (TYPJ SECTION A —A (3) SECTION A —A (4) 08 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYPJ SECTION A —A (5) 1 X 4 X 3/8 . TUBE MULLION MULLION ...:. APPUES TO MEAD k SELL WHERE V X 2- I- X 2 7/16- TUBE YULUONS ARE USED DETAit XATImf INS(ALLATION ANCHOR 46 VO30 SCREV NTYPJ 1=9_ RIP. L1 1/8• MIN. EMBEDMENT I L I IM' KIM. EMBEDMENT DETAI' r G 1 FLORIDA EXTRUDERS INTERNATIONAL. REDA Tm-E-- SER.' 2000 FIN SHEET 1 OF: 2-" T#Ttt HORIZONTAL MULLION SECTIONS TRIPiF -. .. - -- - - - - SEE OTHER SIDE (SHEET 2 OF2) FOR DESIGN PRESSURE-CAPACITIES,':z-'.-, DRAWN BY: MSH ' I APPROVED BY: DATE:2/6/02 I scAu:NTS DWG.: 2HMFINTR 2000 P.V./DESIGNER S[LL (TYPJ e8 X 3/4 SELF TAPPING SMS fIX27/16X1/8 TUBE MULLION TYPICAL MULLION TO CONCRETE m JAMB APPLIES TO JAMB WHERE 1' X 4' DETAIL B h 2' X 4' TUBE MULLIONS ARE USED) Q 2000 P.V DESIGNER SILL (TYP.) CONCRETE OR MASONRY_ e8 X 3/4 SELF BY OTHERS TAPPING SMS1X 2 7/16 X 3/8 TUBE MILLION SEALANT BETVEEN SEALANT BETVEEN VINIIOV FLAKES VINDDV FL.ANfiS L MLL.LIDM L MULLION ' 2P.VJBESIGNER e8 000 X 3/4 SELF e8 X 3/4 SELF . SILL (TYPJ . 2000 S.H. TAPPING, SMS 2000 S.H. TAPPING SMS HEAD ( TYPJ HEAD (TYPJ e8 X 3/4 SELF SECTION A —A (1) SECTION A —A (2) TAPPING SMS 2X4X3/ 8 TUBE MULLION crupy ylANUFA . SM FU E # SEALANT BETVEEN VlNDOV FLANGES 2000 P.V./DESIGNER SILL ( TYPJ e8 X 3/4 SELF TAPPING SNS 1X4X1/ 8 1rirTUBEMULLIONSEALANT BETVEEN VINDOV FLANGE L MULLION If 68 X 3/4 SELF TAPPING ' SMS .. z000 SA 2000 P.V DESIGNER HEAD (TYPJ SILL . ( TYPJ ee X 3/4 SELF SECTION A—A"-(5) _. ... INSTALLATIIIN ANC41R 3/16' DIA. TAPCON SCREV ANCHOR (TYPJ r. TAPPING SMS 1X4X3/ 8 TUBE MULLION ELEVATION .. SEALANT BETVEEN' VD( DOV FLANGES L MULLION .._ 08 X 3/4 SELF - - - e8 X 3/4 SELF TAPPING SMS TAPPING SMS 2000 S.H. 2O00 SJi HEAD ( TYPJ HEAD (TYPJ SECTION A —A (3) SECTION A —A (4) MEWED FROM EXTERIOR FL0RID4 SANF EXTRUDERSANEAD , INC. ORD, FFLL ORIDAT=: SER..,.,? 000:.:FLANGE - SHEET-,, 1.- OF -2 TRIPLE H RIZNTAL MULLION_•SECT,IONS. . SEE OTHER SIDE (SHEET 2 OF'.2) FOR DES I GN 'PRESSURE= CAPACITIES ` C 18 8 20 DRAWN Em MSH - AMOVED. BY::. = . , DArE:2/ 6/02• sdA E: NTS= nWG.: 2HMFLGTR- 2000 s.K 1 X 2 7/16 X 1/8 2000 S.H. JAMB (TYPJ TUBE MULLION JAMB (TYP.) 8 X 1/2 SELF TAPPING SMS I X 2 7/16 X 3/8 TUBE MULLION 08 X 1/2 SELF TAPPING SMS DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION INSTi INTERNAL IX OR 2X MULL 0.*l lalflf lfD 2 X 4 X 3/8 TUBE MULLION SEALANT BErvcEN SEAUWT BETVEEN - t8 x 1-1/2 SELF 2000 S.H. VItmDV FIAttGES VINDUV FLANGES_ 'TAPPING 'SMS JAMB (TYPJ . . a maim" ae-x 1-l/2 SELF 1X OR - 2X MULL TAPPM SMS7. . AID - _._... t8 X 1/2 SELF SECTION A -A (1) SECTION A -A (2) TAPPING SMS . INSTALLATION SCREV ANcHaR C YPJ I X 4 X 1/8 1 x 4 X 3/8 SILL CLIP TUBE MULLION TUBE MULLION 2000 S.M.SEALANT BETVEEN' to X 1-1/2 SELF 1 1/4' MIN 2000 S.H. VINDOV FLANGES TAPPING SKS - EMBEDMENT JAMB (TYPJ JAMB (TYPJ t MULLION Q QSE -A (5) CTION A 48 x 1/2 SELF ae x lit SELF - -- DDI RE AUXIUARY--PLATE TAPPING SMS TAPPING SMS ffDR ADDITIONAL ANCHORS, WEN 011DiED) IETA[L C -.0 of SEALANT. 1-1/2 SELFSEALANTBETVEEM- BETVEE77( t8 X VDmW FLANGES VINDOV FLANGES TAPPING SMS a MU JMNaMULLIIDNt8X' 1-1/2 SELF A A TAPPING SMS SECTION A -A (3) SECTION A -A (4) ae_ SELF' TAPPING- sMs CTYP.) IIETAIL H _ F1 FVATION VIEWED FROM EXTERIOR TERNATIONAL. IMPFLO FLORIDA EXTRUDERS ;INSAWORDI .-nnRIDA yp'cT 'R N. V V nmy- SER.. 2000 FLANGE SHEET, -'I_OF 2 VERTICALMULLION INTO HERIZONTAL' SEE OTHER -S.IDE: (SHEET-.".2--OF 2)..FOR,: . DESIGN - PRESSURE - CAPAC I TiES-. 18 2GL-2DRAWN im JBH APFRovsn BY:'','- DATE: 2/2/02.. SCAU:NTS.. DWc.::_2VMHMFLG s APPLIES TO HEAD do SILL WHERE I- X 4- 2- X 4- TUBE MULLIONS ARE USED AUXILIARY PLATE TOR ADDITIONAL MC MS. AMEN REDUIR£D) AIL O c yiANUFACTURER NAME: SHEATHING yQ c.rpp.;n o_ o VINDOVTFLEANESN ILL . INSTALLATION ANCHOR 08 VOOD L IUILION SCREV (TYPJ 2000 P.vJDESIGNER 2000 P.VJDESIGNER O ' SILL (TYPJ SILL '(TYPJ 08 X 3/4 SELF 08 X 3/4-SELF MSTAALILATION QALIP TAPPING SMS. TAPPING SMS TVO BY VDDD BUCK .BY OTHERS _ 1 X 2 7/16 X 1/8 1 X' 2, 7/16 X 3/8 TUBE MULLIONTUBE MULLION MULLION ... SEALANT BETVEEN VlNDOV FLANGES 08 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYPJ SECTION A —A (I ) SEALANT BETVEEM SEALANT BETVEEN VINOOV FLANGES VINBOV FLANGES L NIALMN' L MULLION 2000 P.VJDESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS I X 4 X 1/8 • TUBE MULLION 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (3) 08 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYPJ SECTION A —A J2) SEALANT BETVEEN VINDOV FLANGE - L'EULLIDN _ .. 2000 P.VJDESIGNER SILL (TYPJ ' 08 X 3/4 SELF TAPPING SMS 2X4•X3/8 TUBE MULLION eFrAn 1. L— A . 1 i/s• Mi EMBEDMEN ELEVATION VIEWED FROM EXTERIOR DETAIL B. APPLIES TO HEAD. &-SILL WHERE I" X 2- A-. X 2 7/W-TUBE YUlUONS ARE USED t wl DNS rAILA rION ANCHOR 98 VDOD SCREW TYPJ 2000 P.V./DESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS AIL CLIP 08 X 3/4 SELF 2 TAPPING SMS 1000 S.M. SECTION A —A (5) X 4 X 3/8 HEAD (TYPJ I 111 I In' MnK EMBEDMENT TUBE MULLION FLORIDA EXTRUDERS udrERxATIoxAI.. INC SANFORD. FLORIDA Y .. Tnu: SER. 2000 FIN SHEET I OF 2 TWIN HORIZONTAL MULLION SECTIONSSEE 18 X 3/4 SELFDESIGN 1000 SHTAPPING SMS HEAD (TYPJ f2YEB OTHER SIDE (SHEET.2 F 2) FOR PRESSURE CAPAC IT I ES ' . . DRAWN BY: MSH APPROVED BY: - SECTION A —A (4) DATE:2/6/02 SCALE: NTS nlrc•: 2HMFINTW SEALANT I vucav n t MULLION TYPICAL MULLION TO CONCRETE GB* APPLIES TO JAMB WHERE I- X 4" DETAIL B h 2' X 4" TUBE MULLIONS ARE USED) - Q CONCRETE OR MASONRY BY OTHERS 2000 P.VJDESIGNER 2000 P.VJDESIGNER r S () INSTALLATIONANCHOR 3/16' DIA SILL (TYP.) TAPCON SCREV ANCHOR (TYPJ 08 X 3/4 SELF 11 08 X 3/4 SELF TAPPING SMS I X 2 7/16.X I/8 TAPPING SMS I X 2 7/16 X 3/6 ONE BY VOOD' EXTERNAL MULLION INSTALLATMN CLIP TUBE MULLION TUBE MULLION BUCK BY OTHERS Q SEALANT 6ETVEEM vINCOv FLANGES. t MUI mN 2000 P.VJDESIGNER SILL (TV.) ... 08 X 3/4 SELF. 08 X 3/4 SEL.F. 08 X 3/4 SELF TAPPING SMS TAPPING. SMS 2000 SJi ' T APPING SMS 2 X'4.X 3/8 2000 SJt HEAD NTYPJ HEAD (TYPJ_.. TUBE MULLD]N Q SECTION A —A (1) SECTION A —A (2) 4-1 1/4' MIN. SEALANT BETVEEN EMBEDMENT VLMDOV FLANGE L He L T(IN i A IaY1Lv gUFACTURER Nam: GvR/D,a Firi"1 D RS SEALANT BETVEEN VDIDDV FLANGES t MULLION 2000 P.V./DESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMSlxaxve BE MULLION SEALANT B VINDOV FL t MULLION 08 X 3/4 SELF TAPPD•NG SMS 2000 Sit HEAD (TYPJ SECTION A —A (3) 2000 P.VJDESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMSIX -4 X 3/8 I BE MULl113N 08 X 3/4 SELF TAPPING SMS 2000 S.H. HEAD (TYPJ SECTION A (4) DETAIL B 08 X 3/4 SELF TAPPING SMS 2000 S.H. HEAD (TYPJ SECTION A —A (5) ELEVATION;,_ VIEWED ROM :EXTERIOR FLORIDA EXTRUDERS RD° FLoRmA TMF- SER., 2000 . FLANGE- SHEET 1 OF,_.2 TWIN H RIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 y F-2)-FOR DESIGN_ PRESSURE-, CAPAC,ITI.ES: F_B 2002 DRAWN HY:MSH :. APPROVED:W-..; =-c`" DA'IE:2/-4/02 SCALE: NTS - DW .: 2HMFLGTW SEALANT BETVEEN VINDOV FLANGES t MULLION AUXI AiE GDR ADDITD]4AL AmCmOM VIOI REDUIRED) CENTRALL FLORIDA B.O.A.F. MANI AC'FFJR R NAME: o -o Hk FIFE # 7 N1L1DiN 2000 P.VJDESIGNER 2000 P.VJDESIGNER SILL (TYPJ SILL (TYP.) 08 X 3/4 SELF 08 % 3/4 SELF TAPPING SMS TAPPING SMS• tX27/16X1/8 TUBE MULLIONf 1X27/16.X3/8 TUBE MULLION SEALANT BETWEEN NO FLANGES t MULLIEN 08 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYP.) SECTION A -A (1) SEALANT BETWEEN SEALANT BETWEEN VDNDOV FLANGES WINDOW FLANGES MILLION t MULLION t MILLION 2000 P.V DESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS 1 X 4 X l/8infir-1 r TUBE MILLION. 4 SELF ING SMS HEAD (TYP.) SECTION A —A (2) SEALANT B VINDOV F( t MULLIIDN 2000 P.VJDESIGNER SILL (TYPJ 18 X 3/4 SELF TAPPING SMS 8 X 3/4 SELF \-08 X 3/4 SELF TAPPING SMS _ TAPPING -SMS 1000 S.H.1000 S.H. HEAD (TYP.) HEAD (TYP.) SECTION A —A (3) SECTION A —A (4) DETAIL C TWO BY WOOD BUCK BY OTHEF 2000 P.V./DESIGNER TYP > APPLIES TO HEAD do SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR /8 VOOD SCREW (TYP-) EXTERNAL MULLION INSTALLATION CLIP MULLION TAR c A . i A / f18 X 3/4 TAPPING SMS 2 X 4 X3/8 IrU--Vn TUBE MILLION I 1 1/8' MIN. FFF--- EMBEDMENT • _ FI FVATIO VIEWED FROM :EXTERIOR DETAIL B APPLIES TO HEAD k SILL -WHERE V X 2- k V X 2 7/16" TUBE RNl1XXNS ARE USED lmf' k TALLAI`MN ANCHOR . SECTION A —A ) .e vaao scRcv YPJS! T HORm CLIP - 08 X 3%4 SELF TAPPING SMS 1000 S.H. I t/8 Km 1 X 4 X 3/8 HEAD (TYP.) -.DESCDKDa TUBE MULLION , FLORIDA EXTRUDERS : RD° Fown TITLE: SER. 2000 FIN SHEET '1 .OF 2 _ p H RIZ NTAU MULLI N SECTIONS v SEE OTHER SIDE (SHEET 2 OF. 2)•-FOR DESIGN PRESSURE.CAPACIT.IES. 1 EB 20U. DRAWN BY: MSH .. . APPAOVED.BY _ _ .., DATE:2/6/02 SCALE:NTS -• DWG.: -21-IMFIN:.= TYPICAL MUUJON TO CONCRETE O JAMB APPLIES TO JAMB WHERE 1- X 4' DETAIL B k 2 X 4- TUBE MULLIONS ARE USED) Q SEALANT BETVEEN SEALANT BETVEEN VINDOv FLANGES VINDOV FLANGES CONCRETE OR MASONRY ' t MULLION a NU L113N BY OTHERS \ 2000 P.V./DESIGNER 2000 P.v DESIGNER INSTALLATION ANCHOR 3/16' DIA SILL (TYPJ SILL (TYPJ TAPCDN SCREV ANCHOR CTYPJ R8 X 3/4 SELF 48 X 3/4 SELF EXTERNAL MULLION TAPPING SMS TAPPING SMS ONE BY VOODIX27/16 X 3/8 INSTALLATION CLIP 1 X 2 7/16 X 1/8TUBE MULLION BUCK BY OTHERS TUBE MULLION Q MULLION 1 _ 2000 P.V./DESIGNER 1 SILL (TYPJ R8 X 3/4 SELF ' TAPPING SMS _ R8 X 3/4 SELF 48 X 3/4 SELF 2000 S H TAPPING SMS 2000 SH TAPPING SMS 2 X'4'X 3/8 _ HEAD (TYPJ HEAD (TYPJ TUBE ML1 LION Q41-1 SECTION A —A (1) SECTION A —A (2) SEALANT BETVEEN .1 1/4' MIN. .. VVCM FLANGE _ EMBEDMENT t MULLION CEI`1T FLORA v OR/ X 3/4 SELFMANIISFALCT SEALANT BETVEEN +' SEALANT BETVEEN TAPPING SNS VINDOV FLANGES VQ(°OV FLANGES 2000 S!i _. a MULLION ` t MILLION _ 2000 P.V./DESIGNER 2000 P.WJDESIGNER NEAR (TYPJ SILL <T1PJ SILL <TYPJ SECTION A —A (5) RB X 3/4 SELF 28 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 4. X Us 1 X 4 X 3/8 ' "ELEVATION TUBE MULLION TUBE MULLION VIE WED FROM EXTERIOR FLORIDA EXTRUDERS-"TIorrAz INC SANFORD, FLORIDA rJLE= SER. 2000, FLANGE SHEE.T.1 OF: 2 C; H RIZ NTAL MULLI N SECTIONS 08 X 3/4 SELF R8 X 3/4 SELF SEE OTHER SIDE ( SHEET ="2`OF 2).:F R TAPPING SMS TAPPING SMS 200° S.H. DES IGN:PRESSURE"CAPACIT•IES`== "--' 2000 SJ{ - HEAD (TYPJ _ , HEAD (TYPJ ' B , : • ...• . c_ - *>; SECTION A —A (3) SECTION A —A (4) pItAWH ey:MSH '_= ' = APPI2oVSD nAye:2/4/02- scale:NTS---nxc.: 2HMFCG... _._ y I L 2000 SA JAMB (TYP.) 2000 S.H. I X 2 7/16 X 1/8 JAMB (TYPa TUBE MULLION a8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FRAME t MULLION as X 1-1/2 SELF' TAPPING SMS SECTION A -A (1) IX27/16X3/8 TUBE MULLION 2 X 4 X V8 TUBE MULLION e8 X 1/2 SELF TAPPING :SMS 200D SH - JAMB <TYPa SEALANT BETWEEN VINOOV FRAME MULLION 0.8 X 1-1/2 SELF TAPPING SMS SECTION A -A (2) CENTRAL FL(DR.EDA B. ©. A: F:' MANUFAQ.'I URER NAME: 6G &, d K.AffFR FEE # I X 4 X t/8 I'X 4'X 3/8 TUBE MULLION TUBE MULLION 2000 SH 2O00 S.H.- JAMB (TYPa JAMB (TYP.) 18 X 112 SELF TAPPING SMS OIll to X 1-1/2 : TAPPING SMS TWO BY WOOD DETAIL C BUCK BY OTHERS 1 1/8, MIN. EMBEDMENT I SHEATHING INSTALLATION ANCHOR f8 WOODLuSCREV (TYPa EXTERNAL MULLION INSTALLATION CLIP MULLION APP.UES.TO.HEAD &.SILL WHERE 1' X 4- X'-4" TUBE MULLIONS ARE USED 08 X 1/2 SELF APPLIES -TO HEAD &.SILL WHERE 1' X 2' TAPPING SMSsODta • 6( 1X 2-7/16- TUBE -MULLIONS ARE USED INSTALLATION ANCHOR OETAIL Be Van SCREW tTYPa 0. 91,1! SILL CLIP rV SEALANTBBEETWEENLWINDOWFLANGES 1 Val HIM. L MULLION EMBEDMENT CTION A -A' ( 5) SHEA .c -- - - - WOOD, FwwOG DETAIL C AUXILIARY' PLATE' FOR ADDITIONAL ANCHORS;' - WHEN REOUIRED) r • A_ A 8 SELF, TAPPING \ \ 48 X 112 SELF SMS (TYPa•. ` DETAIL B MULLION TAPPING SMS FLFVATION - Q 1 VIEWED:fROM EXTERIOR - SEALANT BETWEEN SEALANT BETWEEN VINDOV FRAME vDVDW FRAME L MULLION t MaLLtON 8 X. I- I/2 SELF _., #8 X 171/2 SELF TAPPING SMS TAPPING. SMS SECTION A -A ( 3) SECTION A -A (4) y`'` • FLORIDA_-EXTRUDERS mERNAnoN- 4L, lNc SANFORD, FLOREDA T' mu:SER.'" 2000 FIN- SHEET 1-OF 2 VERTICAL' -MULLION: SECTIONS' SEE OTER SIDE DESIGGNHPRESSURE CAPACITI S ?-' FOR DRAWN BY: MSW APPROVED'BY:' DATE:2/6/ 02 SCALE: NT$ DWG:: 2VMF IN qJ 2000 S.M. 1 X 2 7/16 X 1/8 ' 2000 S.H. JAMB (TYPJ l / STUBEMULLIONJAMB (TYPJ 2000 S.K - JAMS (TYPJ - 48 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES MULLION 48 X 1-1/2 SELF TAPPING SNS SECTION A -A (1) IX4X1/8 TUBE MULLION 2000 S.M. JAMB (TYPJ IS X 1/2 SELF TAPPING SNS 08 X 1/2 SELF TAPPING SNS sEN-w BETWEENVIKWVFCANGESN - VWDOV FLANGES t MULLION t MULLION 48 X 1-1/2 SELF 08 X I-L/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (3) 'SECTION A -A (4) A B.G. A.F. MANUFAC17URERNAM: ONE BY VOOD DETAR CIX27/16 X 3/8 + BUCK BY OTHERS TUBE MULLION CONCRETE OR MASONRY' 1 1/4' MIN. BY OTHERS EMBEDMENT d 4 a XT11A vz SELF F_ TAPPING SMS ' INSTALLATION ANCHOR 3/16' DIA TAPCON SCREW ANCNOR (TYPJ EXTERNAL MULLION 2 X 4 X 3/8 INSTALLATION CLIP TU - -- SEALANT BETWEEN BE MULLION WINDOW FLANGES , : t MtA LEL 2O00 S.M. TYPICI L-_NUWON TO CONCRETE O HEAD TAX 1G S1 SELF JAMB (TYPJ MULLION (APPLIES TO . HEAD .dc SILL.WHERE I' X 4TAPPINGSHS _ T•_ X '47_ TUBE MULLIONS ARE USED) SECTION A -A 12J DETAIL08X1/2 -SELFe TAPPING SMS .. ' INSTALLATION ANCMDF 3/16' DTA TAPCOFI Jr ....- -- • - TUBE MULLION SCREW ANCHOR (TYPJ SILL CLIP 08 X 1-1/2 SELF ENSEALANT=HETVETAPPING.SMS VIFD]OV -FLANGES Q _ 1 MULLIDN1/4MIN. SECTION A=A_ .. (5) EMBEDMENT DETAIL C.. ... _ -_.= ' •; , Q .. _• PRECAST - SILL -BY- THERS AUXIUARY2PLATE; 0R- ADDITIONAL ANCHORS. WHEN REQUIRED) A A. 08 SELF TAPPING SMS ( TYPJ ` DETAIL B MULLION ATI N VIEWED FROM EXTERIOR FLORIDA EXTRUDERS O A, A n E: SER. 2000 : FLANGE_-. SHEET•.- -1-.:OF: 2:.-: VAVERTICALMULLION -SECTION'S' SEE OTHER ;S-I-DE,-<SHEET..:2.,OF`2>:;,F0R. 18iDESIGNPRESSURE-GAPACITIESr DRAWN BY: JBH APPROVED BY: _2';: SCALE: NTS . DWc:c -2VMFL'G`:'`- ;~ MIAMI•DADE N fANTI-DADECOUNTY,FLORA METRO -DARE FLAGLER BU1LDE 13UiLDINC CODE COMPLIANCE OFF1 METRO-DADE FLAGLER BUILDr 140 W1:ST VLAGLEt s*nzur, SUrn: i MIAMi, FLORIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305) 375-2901 FAX (305) 375.2' Prenidor Entry Systems CONTIL%CtOlt I.iCr:rtsl,vc sl url 911 E. Rrerson, P.O. Box 76 (30)173.2527 FAN(305)373-: Pittsburgh ,KS 66762 WINTILV.11,01t uINFO CIE.NI •:,v r uIVIsi 3us) 375.2966 VAN (,Qs) 371-: rttouuc: r ccrrrttcll, mvisl 303) 375.2702 FiVN (3us) 3724 Your application for Notice of Acceptance (NOA) of Eiitergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Stcal Door under Chapter 8 of the Code of Mintni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami-Dac County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expirationy date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. if t product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor Buildin- Code. The expense of such testing will be incurred by the manufacturer. /Z4111 ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raut tcoartguez Chief Product Control Division THIS IS THE COVERSNEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONIN11TTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions t'orth above. A PPROV•E D: 06/05/200 i Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Ol'lic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : SUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptancc No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 2 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-W/E Inswing Glazed Double 'Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follw documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preoarec 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 sing!: unit applications of pair of doors and single door only, as shown i approved drawings. Sin( lc door units shall include all components described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang .such that the ang'.c between the edge of canopy or overhang to sill is•less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are 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 hum, al- otcction system.. 3. 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.REQUIREtNIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ol'the approved drawings, as identiried in Section 2 of this Notice of Acccptancc, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building on-teial or the South Florida Building Co. SFBC) in order to properly evaluate the install ion of this system. Nlanu I Pcrc2, P.E. Product CoC Exan-. Product Control Division Premdor Entry ystems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES J U N 0 5 2Q01 April 02,2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS l . Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation 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 be cause 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. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. I 7. A copy of this Acceptance as well as approved drawings and other docunicnts, I where it applies, shall be provided to the user by talc manufacturer or its distributors and shall be available for inspection nt talc job site nt 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. 0. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP'' kNCE Manu Perez, P.C.; Product Contr scam Prnd(i .LC-6'6trol Mv;e;on Glazed Units x X0, Ox. OXO I xx, OXXO i I COP-WL-MA0100.02 FIBiERGLASS DOORS 6'8" Height — Inswing 2.0" COP-WL-MA0141-02 02-0419.08 Application filed) 52.0 NO TV 2'8" 2'10" 3'0" 3T Not Listed Not Listed 2T + 1'0" rMiami-Dade— 02-0419.08 COP-WL-MA0143-02 (Application Flied) DIPRalling 52.0 NO 2'8" + 1 T 2'10" + 1'0" 2'10" + 17' 37 + 1'0" 3'0" + 1'2" 1'0"+2'8"+IT COP-WL-MA0144.02 02.0419.08 Application Filed) 52.0 NO I 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'C" - 3'0" + 1'0" 17' + 210" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" 2'8" + 2'8' COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 NO t 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + TV + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also Comply under the product approvals shown. 1 2. Assembly details are available from the Masonite Internalionaf website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local bui'ding codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade 8CCO protocol PA201, 121i2 & PAK1 0 ak aft AR EW I'IUI'h(I. ,\] 4N1'h r,Pori l+( ra..L.vNr«L"("v, DM. a Apir 19 tM7 o.a..r o••.. Ow comn"eq onw am of oo:rn "no o.Tnum nv+a +oconoi + deign mo o•oaou Masonite t n t e r n a t 1 o n a t Corporation aavi.% c. Glazed Units X I X0, OX, OXO XX, OXXO 2,0" 2'6" 2'8"- 2'10" 3'0" TV r• 2'8" + 1'0" 2'8" - 1'2" 2'10•' + 1'0" _ 3'0" + 17' 17 + 2'8" + 1'0" _ 1'0" + 2'10" + 1'0" 17 + 2'8" + IT 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0' + 1'2" 2'6" . 2,6- - 2'6" 2'8" + 2'8" + 2T 2' 1 C" + 2' 10" + 2' 10" 3'0" + 3'0" + 3'0" 2'8" + 2'8" - 2'8" + 2'8" 2'10" + 2'10" 3'0' + 3'0" TV + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing 02-0418.03 COP-WL-NiA0161-02 I (Application Filed) Not Listed I Not Listed 02-0418.03 COP-WL-MA0163.02 I (Application Filed) 02-0418.03 COP-WL-MA0164.02 (Application Filed) 02-0418.03 COP-WL-MA0162-02 I (Application Filed) 02-0418.03 55.0 NO 55.0 55.0 55.0 NO NO i NO 2'10" + 2'l0" + 2'10" + 2'10" COP-WL-MA0165.02 I (Application Filed) I 55.0 I NO 3'0" + 3'0" + 3'0" + TO" Ote.: 1. Cccr a.. rangernents using fewer panels than win! is shoran 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. Acual design pressure requirement for a specific building design b geographic location is determined by ASCU 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 Miaml-Dade 8CCO protocol PA201 PA202 8 PA203. Oa r.. AR K T 1'nY U00)t.s aM1r..r.d IJ..e— fn..s r,.:.. rlwr 0".nrr D..•. Oaf ;m Ww.y C•Dpram of poc u7 inorovemein msllt SorOificwDM, Dnipn MO pr frq Masonite International Corporati•. I'lA ca•:i:n to chmv. .rivarn roncr. Glazed Units 2'0" 2'6" X 2'e" 2' 10" 3'0" XX, OXXO 2'8" + 1'0" 2'8" + 1'2" 2'10" + IT" 2'10" + 17 3'0" + 1'0" 3'G" + 1'2" 1'0" + 2'8" + 1'G" 0" t- 2'10'• + 1'0" l'2• + 2'8" + 1'2" -- 1'0" + 2'8" + 1'G" 1'0" + 3'0" + 1'0" 1.2" + 2' 10' + IT 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'G" + 3'0" + 3'0" TV + 2'8" TV + 2.8" 2' 10" + 2'10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" 2,8.. + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'l0" + 2'10" 3'0" + 37 + 3'0" + 37 COP-WL-MAOIOO.02 FIBERGLASS DOORS 8'0" Height — Inswing 02-0423.01 COP-WL-MA0146-02 (Application Filed) Not Listed I Not Listed 02-0423.01 COP-WL-MA0148.02 I (Application Filed) 02.0423.01 COP-WL-MA0149.02 (Application Filed) COP-WL-MA0147.02 COP-WL-MA015J-02 40.0 NO 40.0 40.0 02-0423.01 Application Filed) 40.0 02.0423.01 Application Filed) 40.0 NO NO NO NO Votes: Door arrangements usicg fewer panels tear. what is srtown in the above chart also comply under the product approvals shown. 2. Assembly detai!:> are available from, the Masonite InIcrnalional website (www.masonite.com) or from the technical center. r:sl3:'3:ion ins!rL!Mions are availa5le from the Wasonite International website (www.masonite.com) or from the technical center. A^.:I:e: d=;ion pressure requirement for a speci`lc cuild!ng design 3 geographic location is determined by ASCE 7 (Minimum design loads for buhaings and other structures). National, state or local bullaing 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 ak af. f A11MTEK" c...,as KWIr r lH,pu\ Mn .• // l/%_ _ _(// o r.r7t. 20^t Masonite International Corporationr:v cx+nn K pre; :n of u,aon .R.p OAntM au.et fpe:B:ann. Ces'gn : J ;n:.:i Glazed Units COP-WL-MA0100-02 '. FIBERGLASS DOORS 8'0" Height — Outswing 1Singles1 X 2'0" MasonllelnlemalionalI,1 r 02.0423.03 COP-WL-MA0166-02 (Application Filed) ijj;F1j-rFME I, 47.0 NO 2'6" 2'8" 2'10 3'0" TV Not Listed Not Listed 1 X0, OX, OXO 1 1 2'8" + 1'0" 1 1 COP-WL-MA0168-02 DI OCCO 02-0423.03 Application Filed) UP 1 47.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + IT 37 + 17 1'0" + 2'8" + 17 COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 117 + 2'8" + 1'2" 17 + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 2'10" + 1'2" 1'2" + 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-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 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 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201. PA202 8 PA203. 0 Oak raff 1• s AR EK" l.<lu lr..l. 1rpw. 1'111:OVLA.{S KNIKY'DOON\ T..—F—j.. LM Dow. Aar 29. 1Do7 Ow tom'ft'_D o9nm of wook+.11o.Ovtmml mn<t fpKflWllonf. OHion 1M wodKl MaSOnit! IAt!!natlOndl COrpOra tiOn d"'.''.DHfl to CNng, "Mwll "14C. FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing Arrangementsingles(width) I 1 r.l t ff I •I 27 2'6" X 2'8" COP-WL-MA0101-02 01-1031.01 76.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed - - X0, OX, OXO Multiples1(width) 2'8" + 17 I 1 COP-WL-MA0103-02 if . I • (I M=02;FlllirMff 02-0109.10 Application Fled) 55.0 I WIP111 NO 2'8" + 17 2'10" + 1'D" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 17 COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 17 + 2'8" + 1'0" 1'0" + 37 + 17 17 + 2'10" + 1'2" 1'2" + 3'0" + 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-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 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 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201 PA202 8 PA203. 13 OaKwaff I:e..I" Ie , DOOMS AR EK'" l.al",i.el,Irem FIMI."fI .%. . r'1'NY Ne Te e.—V. 1w o— D.- 29. 2002 OuI Comea.no oropnm 01 c,odu mo,o emem metes wecd lxone, despn and cnodD Masonite I n t e r n a t i o n a l Corpora t I o n artln wmev Io n,no, . mo MIS, FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing I' 1 , oft M-IT111 n 1.1 1 In-P-Raling Impact 2'0" 2'6" X 2'8" COP-WL-MA0121-02 01-1031.02 76.0 NO 2'10" 3'0" TV Not Listed Not Listed — — X0.OX, OXO l 2'8" + 1'0" I I COP-WL-MA0123-02 1 1• 1 02-0109.09 Application Filed) I• Rating 55.0 Impact NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + IV 37 + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 1'2" + 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" + 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" 37 + 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" 37 + 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 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 Oak aft AR EK'" oT SIN .KOI.AS.S ENTRY 'n OOKS N t• V ..I—Dw. o.• t D•o. pra 292002 OW con; lino DlU9ram at p10dW Witf ntm nnAtS WeCItKa10m. W-On and DIDdu t Dtlad S,DItCI ID Cnan9t "ilnpyl nDIKt. FIBERGLASS DOORS Opaque Units X Singles, 2'0" 2.6" 2'8" 2'10" 3'0" 3'6" COP-WL-MA0106-02 Not Listed I . , • t 02-0109.08 Application Filed) Not Listed 8'0" Height — Inswing I •Rating 70.0 NO 2'8" + 1'0" W., , COP-WL-MA0108.02 1.l I 02-0109.08 Application Filed) I' , 55.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1.0" 3'0" + 17 X0, OX. OXO 1'0" + 2'8" + 1'0" COP-WL-MA0109.02 02-0109.08 Application Filed) 55.0 NO 17 + 2'10" + 17 17 + 2'8" + 1'2" 17 + 2'8" + 1'D" 17 + 3'0" + 'IT 17 + 2'10" + 1'2" IT + 3'0" + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 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" + TO" + 37 + 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 8CCO protocol PA201, PA202 & PA203. 0 Oakcraff AR EK" i„i."f. i. A.1C e: M'1'MY,,I,IOMt w..f..rwt{rpuL.wrDw.. Masonite International C0. cammu..0 o.oa•l., of oroo n mormemmt .."I caec.N.0's aelq. l.a Woe.- O r p O r a t , o n della'Utlecl to cM.oe ra"o.1 eowt. FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing 1 I 1 my,I 77 1 t.t• t I• 1 my 1. 2'0" 2'6" 02-0109.07 X 2'8" COP-WL-MA0126-02 (Application Filed) 70.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed — — 1Multiples1 X0, OX, OXO 2'8" + 1'0" 1M1.1 COP-WL-MA0128-02 t.l t 02-0109.07 Application Filed) I• 1 55.0 1 I NO 2'8" + 1'2" 2'10" + 17 2'10" + 17 37 + 'IT 3'0" + 17 17 + 2'8" + 1'D" COP-WL-MA0129.02 02-0109.07 Application Filed) 55.0 NO 1'D" + 2'10" + 1'D" 1'2" + 2'8" + 1'2" 1'D" + 2'8" + 1'0" 1'0" + 3'0" + i'D" 17 + 2'10" + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2' 10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02.0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 37 + 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. 0 1 Oakcraff AR k EK" elMl,"e:1.A\\ Et,t.1MV,n OOMi -T..r.....rr(,u E_ 0- Dle 19, 1001 Out Cckm nu. to olootam of pwmi +mpto.emem males %oecdcakom, a"pn ena otodw Masonite international Corporation atUa %,elect to [nanoe wnnouf notice. X MID-WL-MA0001 I Unit r SINGLE DOOR 6' TYP. 6- TYP. 6'8' UNIT 8'0' UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 112" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. 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 d8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 o...r o... El Ou,car ,nq Masonite International Cor orationpurcom,n,,,np oropnm of oroaoo +noro.emem mats specdKnont. P at". ln0 010aw 0tl1a t00^1 i0 (nanpt ..haw nam XO or OX 'III I Unit t SINGLE DOOR WITH 1 SIDELITE UNIT 8V UNIT 5/16- 17.1/8' MAXIMUM ON CENTER TYP. Van, —11TIT-111 t 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require Iwo 2-1/2" long screws per location. Hough Opening Width of door unit plus 1/2" Height of door unit plus 1/4" t f t t _t 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 N8 and 010 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 of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. a. Alu129 20-32 Mason:te International Corporal;on OH9^ anc rX,rc, onaa moieo m CNNt -M.- roue. OXOMID-WL-MA0004!-02. Unit r SINGLE DOOR WITH 2 SIDELITES Hs• T6P TY P. CL TYP. TYP. 6• TYP. 6'e' UNIT 8'0' UNIT 13-15/16• 17.1/8• MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" I t t + t t t t i t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: i. 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 MFWfa'?le'-t, El p Ap6t29.2002 Masonite International Corporation Ihn (0•n..,.i0 O ."11.1 ul Iv W.:• r .c •tt luK,,•.Jl yn•. 0f1.0" 110 u,W.0 Mjl 1.b^..0 :'."gt,"OMYIJ0u1(t NIP oxxo MID-WL-MA0005-02 Unit DOUBLE DOOR WITH 2 SIDELITES u CL TYP. TYP. r p TYP. TYP. 1 1l ll l ll ll 1 ll 11 1 jTYF I II If I I( 1 I (( II 1~ 6'8, 13- I 1 1 1 1 t 1—Iffinimum Fastener Count 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. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: I 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 d8 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come Irom 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 Apd29.2002 Masonite International Corporation 0" cont-n-gyp Dow— of mod•a •noro+emenl mates soecd<alons. desgn and Mooun dead S.NeC1 10 cnanoe .00.1 WO XX Glazed Inswing Unit APPROVED ARRANGEMENT: 1; O13 COP•WL-MA0142.02 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". r Double Door Maximum unit size • 6'0- K 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-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: 00 as 00 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 RA.. 23 RA.. 2e RA 107 Series' 108 Series 304 Series Series' This glass tit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft VIUCKCLA1) UN'I'Ml',000M1 AWk EK" N.ii.T.•....a l.Wai... ewV) Orn PREMDaZ4/^ April29.2002 Masonite International Corporation Ow conlmumo o.00.am 01 o.00.0 ^+dioeemenl makes speCdcalons. lesion and o.oduel delta sut4to to Crane -dhow notce XX Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series e10 Series 109 Series 111, 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 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i EX3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" rlrl"f:l ..I:N I"\'•1),IIrM. April 29. 2002 om comm...y moonm or proaoa+om-mem es.q.v.arr•ry.. rmr. De. mnes smdewons, aesgn,rw prodw a /L ryPREM ' :'r..i.:.. G Masonite International Corporation onl".t"' ro mange wd' w "me XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-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 site • 6'0' 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 of 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: 00 00 °® 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 M m n 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA. 23 RA.. 24 R/L 107 Series' 108 Series 304 Series Series' This ggss :d :nay also be used in the following door style: Eyebrow 5•oanel with scroll Oak raff AR T EK" w..L.waty«n...I rDaw. M. 1111 Lnt Will p Aond 29. 2002 0., cont.n,n; o•ow'n of Dim..+n0-0,em "Wet 1petnrcotpnt. G-V 1,4 Ot '. 1.W:t le d— noiKt XO or OX Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ao as 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a a a o 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). i State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 OaL-r,raff r AR q EK'- AoN 29.2002 0" co'I w^o o.ovnm or o'oa.n +no.o+emern makes soa.i-axons. aes on arks oroaun M a s O n i l e International Corporation MO., sartn 10 eronye -hour none oxo Glazed Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". 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 lot a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have 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: 00 00 00 00 00 D00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 n El 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series- 12 R7L. 23 RA.. 2e RZL 107 Series' 108 Series 304 Series Series' Nis glass kit ,ay also be oSeo in the following door style' Eyebrow 5-panel with scroll Oak" 1.. AR -k EK'- r. Ul)I/,t\ HwT.v.eMryu 1—,0— Apul 29. 2002 to„en np woo— or moovn + u,o+emmt makes soeutKmons. ees,on ina moduu o....r o.... M a s o n i t e International C o r p o r a t i o n oclj slelet, to th.ulbe -how r1o,Ke oxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a o0 404 Series 410 Series 109 Series 114 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a y urn 129 Series 200 Series 12R, 12L, 23R, 23L. 450 series 152 Series 149 Series 109 Series 120,122 Series 300 Series 24A. 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 Tilted with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft I • .I AR EK" I.IIu.•..1, 1 eT 1. 1.1lILMl:.\.1\ l,Y'1M1'U11014 .1 1-T.-FMrY E[ Dee.. April 29, 2002 M a S O R l t e International Corporation Oult0040wr1eOrODgrO01DIOOVe1irmfO+tme01 meSef SWOUWS. OeScn eM 010ou[I 0tU11 Subita 10 CNrIDe eanw mice. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: to Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door with 2 Sidelites Maximum unit size . 12'0- x 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: 00 00 00 00 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 RA.. 23 R/L. 2e R/L 107 Series' 108 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. 11 Oak rraff AR EK" 0 " t:LA.%.. Ln'r"V WORN w..i..a..arw.ry.. E...r O.... Adril 29. 2002 Our tGnl.nu•n0 0100-10I D•OOun 01010rt - MJbfi %DetdKJlont dtt•en AN 0100uer Otlru w0ieu 10 CND of .unour K. M aSOnit! Intl rrlatlOndl OrpOrdliOn 0XX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: q 404 series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Set," Series APPROVED SIDELITE STYLES: a a a o 1 129 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-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 Kurt Balthazor, P.E. — License Number 56533 Oak raff AR 4 EK'" r• I• .I I 1111,w1:1„As.N LN -1 unn.. w..L. ....... tm 0- PREMr/aA N Ao,,l 29. 2002 0. , eonbnyMe p,0enm of O,W,a .nfn Menl makes seeC.IKllgns. Oe1.pn AN e.00KI M a S 0 n i t! international C O/ p O f J I i e rl 0"S.1 I'O'Cel 10 CNnee .000 n01lce XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O p.-r... 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 Madmum unit site . 6'0' s 8'0" Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements lot a specific building design and 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-MA0O02-02 and MAD-WL-MAOO41-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0OO2-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 00 404 Series 00 00 822 Series i 108 Series 0ak$gaffI AR EK" ulu.i.•I, . O 1:1IIL'MCLA.N\ L'NI'M\' 000W1 ea«.T..«n.IMNulro,Da.n Elo..11., o.... April 29, 2002 M a f O n i t e International C o r p o r a t i o nOmconbhwheiloeomofDroducl .nd.o.emenl moles specdlczons. des;on Ana 0•Oouct delad s.blecl 10 04not «M hoo MOM. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 7 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 4 EK" 1uc"1t L e..v, 0...1 PRfM v R(rJ/ '' Apt" 29. 2002 0., conun„n00,00,.m01p•o0i,tr.n0,0.emtn, ms,ef SM11 t01ons. del -on tip 0,00un Masonite International Corporation pe,)1 W011C, 10 Cn-npt «0"0 nelK, XO or OXCOP-WIL-RIA010-02 Glazed Inswing Unit r 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 87- Single Door with 1 Sidelite Maximum unit size • 6'0- x 8'0- Design Pressure 40.0/-40.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 1-nalionil 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: DID oa ao 822 Series 1/2 GLASS: Ela as 404 Series t08 Series Oak raft AR EK'- I—, D..., PREM..., r.,.ii....... MA ElVVVV Ap,.l29 2002 Masonite International Corporation O«. C0m.0v.0g DIM— Or 1«00Y11 n,O•OrtmM, m)StS SOtC0K0,905. 0tfg0 S00 NW., a,". S.U^, 1„ tn100t .«00., nZ, 4R XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 series APPROVED SIDELITE STYLES: 8'0" FIBERGLASS DOORS S ' 300 Series Jv, 1n a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel; RE./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 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" rd• r• n ,. 1u1a.1 I rIUI:Mf:L At,\ UN I'N%',I)111SM\ t—,o— April29.2002 Masonite International Corporation Out C0nlinw7 D1001Jm 01 OIOOVn n0010vemenl mile$ iMIK~%. OeSgn 3n0 0r00K1 Or. SUDIte110 0119t w "U' n01Ke Ox0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: f 0 11, 0 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 2 Sidelites Maximum unit site • 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 specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beets 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: n 00 404 Series Dm 00 00 822 Series a 108 Series a 0akWWe . AR EK" 1.Clu.i..lr 1IIII:NI:LA.11',1(11 N.1 April 29. 2002 0m cammmn0 D'00'3.01D'oeon+:wo.emem awT..rnt/N.(Yn (wvTOw. masts soecnKaons, oesgn ano m000a p Masonite International Corporation Wad SubltCl to 0101 -hoo 106(e. oxo Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 77 sl 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i i; &ZX3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft I . <.1 AR EK" l.tlul..elr i aT IrIIILMe:LASS L'NrMl''UOOMS 1 0— April 29. 2002 o..,. o.... M a s o n i t e International CorporationD. conl,nwne oloorjm or oloaoo +nolo.e.ell m>,Ies soearxnons. oes.on and oroe cl aeun Suoltel 10 enrnet wilru)ul nolKe oxxo Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 is 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 • 12T x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements lot a specific building design and 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: 00 822 Series 1/2 GLASS: n as 404 Series Oak raft AR EK" 1:1II L X(i L.%S.%LN I'MI U(IIIN.I NpwT..yr.y ll.rr(.0 lwt 2= April 29. 2002 Our COnlmumo DIOOISIO Or DrOOun .^D10IM I M3keS SOttOit WSp DtSgn end D(OCU f Oeuu Suotect 10 CWce «n Dout n0W 108 Series r ltU"1 V n r n a /J Masonite International Corporation OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: r 8t0 Series 300 Series APPROVED SIDELITE STYLES: k `S r j2 a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel: P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR q EW 1..1u I. i:i i0wt:t.:::. I—V. t—, D— Apra 29. 2002 Ow corom„np O'OOom 01 O'N.0 e0'0+tmtnl m 41 SDHA.tagnf, otsipn tn0 pw,x. M a f O n i t! International Corporation 10J., su0itc, 10 cOmpt -ht.' no.a• 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 3'0" x 6'8". Double Door Maximum unit size • 6'0' x 6'8' Design Pressure 55.0/-55.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-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 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: ElOD1 10 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 20 RA. 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. 13 Oak raft AR 4 EK" riur;wr.n.. [N7 c,unu a> w.r...•.«ra•p.0 b.nr O.e.. O:. . D.... a April 29. 2002 o.. co.row rp 0,00— 1 D•Dd.a •md.o+tD+em mrrat toecdKn-Dt. d-gn rDd WOOK. M a s o n i t e International Corporation deu+ worts ro cn.nee «., w Mr , XX Glazed Outswing Unit COP-WL-MA0162-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 "t e0e Series e10 Series 109 Series M 120. 122 152 Series 149 Series 300 Series 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). i State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" 0"........,. 1. ., ..,,,. 11U1:Mt:L.\\\ EN KY UUII"\ r+r.i..arN lo..r.., Em Dmn ADril29.2002 Masonite International Corporation Dw CMI n.,nD D.or,— of V Wo -0,0 a at" woan to 0.a Ot «nnovl nolKe males SDttUKlIOnS. DtS.Dn an0 D,00u 1 xx Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: JTt:f OtiI O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size a 6'0' x 8'0' Design Pressure 47.0/-47.0 Limited )rater 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 ]•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: DID 00 00 822 series 1/2 GLASS: n 00 404 Series i 108 Series O ak raft 1• o...l, o.... " Masonite International Corporation AR k EK' 111NL-GLA.\S LN'1'M\'aUl)()M.1 NenTa.ainl /ewNu 1—Dear. Apnl 29. 2002 0.,cdnM"mom0Q—,1p,WWmaoamedm..ersoadKnon).x)q.a.0mOdMU del, SM01ee110 0I.Q, "R tl .01K, PLOT PLAN DESCRIPTION: (AS FURNISHED) A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENC . AT THE NORTHWEST CORNER OF LOT 25. BAKERS CROSSING PHASE 1, PLAT BOOK 60 PAGES 27 THROUGH 2%THENCE RUN N00'25'30"E A DISTANCE OF 89.73 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 3.38 FEET; THENCE RUN N 00'25'29"E A DISTANCE OF 195.00 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 897.66 FEET; THENCE RUN S00'25'29"W A DISTANCE OF 47.87 FEET; THENCE RUN S89'36'15"E A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING; THENCE RUN S89'36'15"E A DISTANCE OF 50.00 FEET; THENCE RUN S00'25'29"W A DISTANCE OF 110.00 FEET; THENCE RUN N89'36'15"W A DISTANCE OF 50.00 FEET; THENCE RUN N00'25'29"E A DISTANCE OF 110.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES t. THERWItE 1"=30' GRAPHIC SCALE S89'33'46-E 0 15 30 POINT OF COMMENCEMENT NORTHWEST CORNER °O OF LOT 25. z S89'33'46"E NOTE: 897.66 WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE POINT OF USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. BEGINNING PROPOSED LOT 22 I 1 LOT 25 BAKERS CROSSING PHASE 1. PLAT BOOK 60. PAGES 27-29. I 1 LOT 23 CONTAINS 5500 SQUARE FEET i THIS STRUCTURE CONTAINS 2379 SOUARE FEET i TOTAL CONCRETE 638 SO. FT. t TOTAL SOD 2483 SO. FT. t BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL 1,10 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON IITHENORTHERLYLINEOFLOT23AS BEING N89'36'15" W PER PLAT. FIELD DATE:) SCALE: 1" = 30 FEET APPRI&CD BY: WRM ASM39867 REVISED: PLAN 02-03-03 PAL TRACT "B" RETENTION POND 50.00' 15-E yge S89'36'15"E PROPOSED LOT 23 II DRAINAGE TYPE A Ur1COVF RE0 c 5.0' 40.0' 5.0' 40.0' W PROPOSED MODEL 1965 FINISHED FLOOR O N ELEVAITONs38.5 o N p cte PROPOSED o A^ LOT 24 z El COVERED ENTRANCE 14.8' 0 20.0' DRIVE V N N' TO' UTILITY EASEMENT•,-; '; I: N89'36'15"W ------ 18 50.00' plry CENTERLINE OF I ilj RIGHT OF WAY TRACT "A" UNNAMED ROADWAY OF PROPOSED BAKERS CROSSING PHASE 2 LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB RICI4T OF WAY LINE POL PROPOSED ELEVATION ppc PROPOSED DRAINAGE FLOW ORPD CONCRETE 0 L LO LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT PI PCP PCRMANENT CONTROL POINT PRC P) PER PLAT PT M) MEASURED TYP CALC) CALCULATED A/C FND FOUND Cow C/W CONCRETE WALK RP S/IN SIDEWALK R P CONCRETE PAD CS PB PLAT BOOK C PCs PACES R/W NG NATURAL GRADE ORB s0. FT. SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUSCONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY 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. J. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 4-o3 1 FOR THE T FIRM WIILIAM R. M SCATELlO JR. PSMy4928 DATE FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTON Address: 2-912 CP- - Permitting Office: City, State:5N4-can, -L 3 Permit Number: Owr_er: -), 2 . 009zotJ 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: 42.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1967 ft' c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 fi' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50 d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft' _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 28.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 ft' d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2005.0 ft' _ 15. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 28145 PASSTotalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: 2 DATE: OZ I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review -of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: OF'CiLE SO v EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1967.0 V 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 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 1967.0 2.13 4189.7 Under Attic 19.0 2005.0 2.82 X 1.00 5654.1 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 5654.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM = Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 40014.6 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 37380.3 0.4266 15946.5 40014.6 40014.6 1.000 1.00 1.087 x 1.150 x 1.00) 0.284 1.250 0.284 0.950 0.950 13503.4 13503.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®1FIaRES'2001 FLRCSB Q.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 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 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 1967.0 0.64 1258.9 Under Attic 19.0 2005.0 0.87 X 1.00 1744.3 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1744.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 1 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1967.0 0.28 550.8 1967.0 -0.28 550.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8694.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 8694.0 1.000 1.078 x 1.160 x 1.00) 0.402 0.950 4147.0 5224.7 0.6274 3278.0 8694.0 1.00 1.250 0.402 0.950 4147.0 EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 15946 3278 10256 29480 13503 4147 10495 28145 PASS 0 THE STglA r c 0 a L"`. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , . PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous Infiltration barrier Is Installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier Is Installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous Infiltration barrier is installed that Is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses I 606.1.ABC.1.2.5 I Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES Imust hp mat nr axcaarlarl by all raclrlannnc 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 efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. Insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge4D/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. I . New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 42.0 kBtu/hr 3. Number of units, if multi -family 1 SEER: 12.00 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1967 ft2 c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft2 13. Heating systems b. Clear - double pane 0.0 ft2 a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 HSPF: 8.50 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft2 EF: 0.86 b. Frame, Wood, Exterior R=11.0, 28.0 ft2 b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 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, 2005.0 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: Unc. AH: Garage Sup. R=6.0, 1.0 ft R.B-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) STq., in this home before final inspection. Otherwise, a new EPL Display Card will be completed O4gHE of based on installed Code compliant features. y Builder Signature: t i Date: 2 1.1 Address of New Home:2--I? C ( l{off:sbiJ_ 6,_ • City/FL Zip: -RXO, q::'( 3Z Cpp WE t J NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar'designation), your home may qualify for energy oficiency mortgage (EEM) incentives ifyou 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 Eficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY F Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY. FL 3274"206 Plane: (407) 831-2665 Proiect Information For: D.R.HORTON Notes: Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1967 1967 Volume (ft3) 15736 15736 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7.5 HSPF 0 Btuh @ 47°F 0 OF 1383 cfm 0.041 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Intemal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.057 cfm/Btuh 82 BoWtalle values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr1ghtsoft Right -Suite Residential- 5.0.84 RSR26016 2002-Feb-28 18:59:12ACCAE:\FIIes\DR HORTON 2002\1965\1965.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET. LAKE MARY. FL 32748-8208 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x 210 cfm x 32 OF Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 ft3 x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 OF Summer TD = 2081 Btuh 3. Summer infiltration HTM 2081 Btuh / 260 ft2 Total window = 8.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moist.diff. x 105 cfm = 3100 Btuh i Iwu. %Aurc v - 4urP111V11t %3tclny LVAUb 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 grAb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: I 0 Bold/Itallc values have been manually ovenldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential TM 5.0.64 RSR26016 2002-Feb-28 18:59:12 1CCP. E:\Files\DR HORTON 2002\1985\1985.rsr Page 1 RIGHT-J WORKSHEET L Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: (in td. 1 Name of room Entire House LIVING LAUNDRY M/BTHj4MANUAL2Lengthofexposedwall202.0 ft 54.0 ft 10.0 ft 6.0 It 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ftCeiingsCondit. Option 8.0 fti heat/cool d 8.0 It hea/cool 8.0 ftl heat/cool 8.0 It heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Cig ft') Htg Clg ft') Htg I Cig ftl Htg Cig ft') Htg I Clg 5 Gross a 14B 4.6 2.1 1248 320 0 0 Exposed b 12C 2.9 1.9 48 48 0 0 walls and c 13C 3.2 1.2 320 64 80 48 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0f0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 0 glass doors NE/NW 39.4 80 3152 32 1261 0 0 0 0CoolingEM/ 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 126 5975 20 953 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 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 1OD 14.7 9.9 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 148 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0exposedb12C2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0wallsandc13C3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 01 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361b0.0 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 0d0.0 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 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 121 Infiltration a 28.5 8.0 260 74001 2081 751 2135 600 18 512 144 0 0 0 13 Subtotal loss=6+8..+11+12 30561 8048 1334 581 Less external heating Less transfer 0 0 0 0 0 0 0 1 4 Duct loss 10 ° 3056 10° 805 100/ 133 10% 0 5815Totalloss = 13+14 33617 8853 1467 640 16 Int. gains: People Q 300 5 1500 0 0 0 0 0 0Appl. Q 1200 2'' 1800 0 0 1 600 0 017SubtotRSHgain=7+8..+12+16 22195 4644 1129 417 Less external cooling 0 0 0 0 18 Less transfer Duct gain 10°/ 0 2219 10°/ 0 464 10°/ 0 113 10°/ 0 4219TotalRSHgain=(17+18)'PLF 1.00 24414 1.00 5108 1. 00 1242 1.00 45820Airrequired (cfm) 1383 1383 364 289 60 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wr ghtsoTt RlghtSuite ResidentlalTM 5.0.64 RSR26016 2002-Feb-28 18:59:12ACC-N E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House0DELAIRHEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 MANUAL J: /th La. 1 Name of room M/BR BR 2 BR 3 BR 4 2 Length of exposed wall 33.0 it 11.0 ft 26.0 ft 11.0 ft 9 Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ftheat/cool 8.0 ftheat/000l 8.0 ft heat/cool 8.0 fti heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg Clg ft') Htg I Clg W) Htg Clg 5 Gross a 148 4.6 2.1 136 88 208 88 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 128 0 p 0 partitions d 0.0 0.0 0 0 0 0 e 0. 0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0. 0 0 0 0 0 0 0 0 0 e 0. 0 0 0 0 0 0 0 0 0 f 0. 0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 2 41 2 41 glass doors NE/NW 39.4 32 1261 16 630 0 0 0 0 Cooling E/ W 0.0 0 0 0 0 0 0 0'"• 0 SE/SW 47.4 0 0 0 0 14 663 14 663 South 0. 0 0 0 0 0 0 0 0 0 Horz 0. 0 0 0 0 0 01 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 1OD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0. 0 c 0. 01 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148 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 1.2 128 403 150 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 2.2 238 404 530 154 261 343 168 285 374 121 205 269 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 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 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 28.5 8.0 32 911 2561 16 455 128 16 455 128 16 4551 128 13 Subtotal loss=6+8..+11+12 4235 1925 2890 1869 Less external heating 0 0 0 0 14 Less transfer Duct loss 10°/ 0 423 10°/ 0 192 10 / 289 10°/ 187 15 Total loss = 13+14 4658 2117 3179 2056 16 Int. gains: People Q 300 1 300 0 0 0 N• 0 0 0 Appl. Q 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 2711 1250 1601 1250 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Ductgain10°/ 271 10°/ 125 10°/ 160 10°/ 125 19 Total RSH gain=(17+18)'PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375 20 Airrequired (cfm) 192 169 87 781 131 100 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wr gl- tsoTC Right -Suite ResiderdialTM 5.0.64 RSR26016 2002-Feb-28 18:59:12 E:\Files\ DR HORTON 2002\1965\1965.rsr Page 2 RIGHT-1 WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: t1n ha. 1 Name of room FAMILY KITCH/NOOK BTH 2 Length of exposed wall 33.0 ft 18.0 It 0.0 ft S Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heattcool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Clg It") Htg Clg ft') Htg I CIg ft') Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 264 144 0 Exposed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 20.4 5 99 4 85 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 47.4 49 2329 29 1367 0 0 South 0.0 0 0 0 0 0 0 Horz 0.0 0 01 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 1OD 14.7 9.9 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 2.1 210 968 432 111 511 229 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 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 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 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 for slab a 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 12 Infiltration a 1 20.51 8.0 54 1537 432 33 939 264 0 01 0 13 Subtotal loss=6+8..+11+12 5839 36M 183 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 10°/ 584 109' 366 10°/ 18 15 Total loss = 13+14 6423 4022 201 16 Int. gains: People Q 300 4 1200 0 0 0 0 Appl. Q 1200 0 0 1 1200 0 0 17 Subtot RSH gain=7+8..+12+16 5127 3826 240 Less external cooling 0 0 0 Less transfer 0 0 18 Duct gain 10°/ 513 10° 383 10% 24 19 Total RSH gain=(17+18)•PLF 1.00 5640 1.00 4208 1.00 264 20 Air required (cfm) 264 320 1 165 238 8 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. jHtsOft Right -Suite Residential- 5.0.84 RSR26018 2002-Feb-28 18:59:12 A E:\Files\DR HORTON 2002\1965\1965.rsr Page 3 RIGHT-J WINDOW DATA a DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W- L Z E M D G Z L O X Y T M R R LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a c n 0 d 1 1 90 1.0 1.0. 1.0 5.0 39.4 16.0 0.0 BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 111:i wrightsoft Right-Sulte ResidentialTM 5.0.64 RSR26016 2002-Feb-28 18:59:12 XC, E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 V both o1L i roof .a fan-tyht 3• both yv<1 toroar capan scale :1/8"=1'0" Must have a nininun clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation vole. Rating 5 z Ln IT 0 L, U 0 } n m w > z z o w 3 Q F- Z) J O O Q ir CO CL J (n 0 0 MiTek' January 30, 2003 MiTek Industries Inc. 16412 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 2000 software. Pages or sheets covered by this seal : I3634707 thru I3634727. Total : 21 drawings. Job Builder DR1965F D.R. HORTON Location :BAKERS CROSSING, LOT 23 County :SEM I.NOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. AkLr---, , January 30, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1965F Trusses included=21 0,"\DR1965F\a.tre" 13634707 V\DR1 965F\al 1.tre" 13634708 2,"\DR1965F\a13.tre" 13634709 3,"\DR1965F\a15.tre" 1 3634710 4,"\DR1965F\a17.tre" 13634711 5,"\DR1965F\a19.tre" 13634712 6,"\DR1965F\a2.tre" 13634713 7,"\DR1965F\a7.tre" 1 3634714 8,"\DR1965F\a9.tre" 13634715 9,"\DR1965F\ag1.tre" 13634716 1 0,"\DR1 965F\ag2.tre" 13634717 1 VOR1965F\b.tre" 1 3634718 12,"\DR1965F\bg.tre" 13634719 13,"\DR1965F\cg.tre" 13634720 14,"\DR1965q.tre" 13634721 15,"\DR1965g1.tre" 13634722 16,"\DR1965F\k.tre" 1 3634723 17,"\DR1965F\I.tre" 13634724 18,"\DR1965F\rTl.tre" 13634725 19,"\DR1965F\s.tre" 13634726 20,"\DR1965F\sl.tre" 1 3634727 BUD Rio. 4.5161 ,' 1 AZ 0 STATE OF rQ' AWelac O R August 7, 2002 AwARMNG - Verify design pawmeters and READ NOTES ON rMS AND REVERSE BIDE BEFORE USE. seness® 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 MI Installedandloadedvertically. Applicability ltyof design parameters and proper Incorporation of component responslblllty of building designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stablBty during construction Is the responsibility of the erector. Addltbnol permanent brbcing 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 Wek® HandlingInstallingandBracingRecommendationovaRablefromTrussPlateInstitute, 593 D'Onohb Drive, Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachua other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 3 ; Q joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of o a 9' U = at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) ce 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 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. Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. O 15. Care should be exercised In handling, TM erection and installation pf trusses. PANEL 1993 Mitek Holdings, Inc. FORM016,019 MYDRO,AUR® Job I russ russ ype ty y 13634707 DR1965F A ROOF TRUSS 16 1 optional) MiTek Industries, Inc. 4.201 S1s ug i e n ustrles, Inc. Wed Aug age 1:" 7.1-3 13.6.10 20-0-0 1 26.5.6 1 32.10.13 1 40.041 1 1 1.0.6 7-1-3 6-5-6 5.5.6 6-5-6 6-5-6 7-1-3 Scale 1:73. 5x6 = 5.00 5 5x6 i. 5x6 4 6 2x42x4 cc 3 7 2 8 9 01jz d 3x = 14 13 12 1110 x 3x4 - 3x6 = 3x8 = 3x4 - 3x6 = 10-3-14 20-0-0 29.8-2 40-0-0 10-3-14 9.9.2 9-6-2 10-3-14 Plate Offsets -4- LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 > 753 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/deft = 360 Weight: 195 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 = 1951 /0-8-0, 8 = 1951/0-8-0 Max Harz 2=-224(load case 5) Max Uplift2 = -984(load case 4), 8=-984(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 =14, 2-3=-3714, 3.4 = -3345, 4-5 = -2354, 5-6 = -2354, 6-7 =-3345, 7.8 = -3714, 8-9 =14 BOT CHORD 2-14 = 3396, 13-14 = 2826, 12-13 = 2826, 1 1-12 = 2826, 10-1 1 = 2826, 8-10 = 3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7.10=-410 NOTES (5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 2 and 984 lb uplift at joint 8. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEN45161 . Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. 6 THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard r No. 4.5161 0 V .6 STATE OF cuss/,oRvob/ ANAL August 7,2002 0wmmm; - verW design pasassseters and READ Noss ON TMS MID REVERSE SWZ d9EPORL 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 Insla6ed and loaded vertically. Appltcablitty of design parameters and proper Incorporation of component is responslblilty 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 brbctng of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-68 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Wek® Handling Instatllnq and Bracing Recommendallan ovatlable from Truss Plate Institute. 583 D'Onotrlo Drive, Madison, WI53719. 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 Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each other. WEBS JS 3. Place plates on each face of truss at each 4 x 2 orientation, locateFor o 6 , joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a V° o V at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords IlcesP u C, c6 o at /4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 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. FARTHESTTOTHE 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. mi! MiTeko Z6_L.0 TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation pf trusses. 1993 Mitek Holdings, Inc. FORM018,019 Job russ Iruss type ty y 13634708 DR1965F A11 ROOF TRUSS 1 1 optional) ACCU-515AIT-TIA, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 202001 MiTecIndustries, nc. Wed Aug age 11-21 5-9-14 11-0-0 17-041 1 23-0-0 1 29.0.0 1 34-2-2 1 40.0-0 11_0-01 + 1.0-0 5-9-14 5.2.2 6-041 6-0-0 6-0-0 5-2-2 5-9.14 1-0.0 Stele - 1:71. 5x6 - 5x6 = 5x8 = 3x4 = 4 5 6 7 5.00 FTT 2x4 2x4 3 8 2 8 1 1 i4d6 3x8 = 15 14 13 12 11 3x8 = 4x6 - 3x4 - 3x6 - 3x8 - 3x8 = 11-0-0 20-0.0 29-0-0 40-0-0 11-0-0 9.0.0 9.0.0 11-0-0 Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.40 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.64 11-13 >740 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 192 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 4-6.9 oc bracing: 9-11. REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Harz 2=-134(load case 5) Max Uplift2 = -1 082(load case 4), 9=-930(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3.4=-3361, 4-5=-3129, 5-6=-3856, 6.7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 SOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11 =-368 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1082 Ib uplift at joint 2 and 930 Ib uplift at joint 9. 5) This truss has been designed with ANSIlTPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard t No. 4.5161 rsrATEof R`10t/* ANAL August 7,2002 AWARmNO - VerW design parameters and READ NoTa9 ON Tms AND REvERBE SIDE BEFORE USE. retiosso® Design valid lot use only with MITek connectors. This design Is based only upon parameters shown, and Is tot 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 Eldesigner. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent btbcdng 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 We k® Handling Installing and Bracing Recommendation available from Truss Plate Institute. W D'Onoftlo Drive. Madison, WI5371 V. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t)i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 a 2, Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i 3 Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of a O V at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP ce C, o at /4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 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. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko Z'`0 IlIlIllli PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation pf trusses, 1993 Mitek Holdings, Inc. FORM016,019 Job I russ I russ I ype ty y 13634709 DR1965F A13 ROOF TRUSS 1 1 optional) I a Industries,Inc. s ug 1 e Industries, Inc. Wed Aug 07 1 age 11-0-9 6.9-14 13-041 17-8.0 22.4.0 27-0-0 I 33-2-2 1 40-0-0 11.0.01111 1.0.0 6.9.14 6-2-2 4.8.0 4-8-0 4-8-0 6-2.2 6.9-14 1.0.0 Scale 1:71.3 5x6 = 2x4 II 3x4 - 5x6 = 4 5 6 7 5.00 F1F 2xa 2x4 3 8Z! 2 9 1 107 d b 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 - 3x8 - 3x4 =3x6 = 3x4 - 9-1-14 17-8-0 22-4-0 30-10-2 40-0-0 9.1-14 8.5.2 4-8-0 8-6-2 9-1.14 Plate Offsets 4 , -4- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) 0.34 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951/0-8-0 Max Horz 2 = 154(load case 4) Max Uplift2 = -1 065(load case 4), 9=-896(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6=-3281, 6-7=-3281, 7-8=-3463, 8-9=-3759, 9-10=14 BOT CHORD 2-16=3436, 15-16=2877, 14-15=2877, 13-14=3281, 12-13=2877, 11-12=2877, 9-11 =3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14=-341, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 =-368 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1065 lb uplift at joint 2 and 896 lb uplift at joint 9. 5 This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard plil B Q l. No. 4.5161 s MATE OF ss aivai:• August 7,2002 Qw.0 mm - verify deagn parameters and R&w Narks ON Tws MID REvER= sma Bjr"RR usa. Design valid lot use only with Mfiek connectors. this design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vedicolly. Applicability of design parameters and propet Incofpaatlon of component Is tesponsiblety of building designer - not truss deslgnet. Btacing shown Is lot loteral support of Individual web membets only. AddBional temporary bracing to Insuie stab8lty duting construction Is the tesponsiblllty of the erector. Additional petmonent brbcing of the overall structure Is the tesponslbl6ty of the building designer. For general guidance tegaiding labtloatlon, quality control storage, delivery, election and bracing, consult OST-88 Quality Standard, DSO-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendatlon available from Truss Plate Institute, 593 D'Onofrlo DtNe, Madison, WI53719. WWI Symbols PLATE LOCATION AND ORIENTATION 1'i. *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates I/s" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 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 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N mi! MiTeke PANEL TM CLIP FORM018.019 ago -NAIL #WDRO,AZR® 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 pf trusses. 1993 Mitek Holdings, Inc. Job I russ 1russ type ty y 13634710 DR1965F A15 ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTe(Industries, Inc. Wed Aug age 7-9-14 15.0.0 20-0.0 25-0-0 32.2.2 1 40.0.0 410.? 11.0-9 f 1 I 1 1-0-6 7-9-14 7.2.2 5-0-0 5.0-0 7.2.2 7-9.14 1-0-0 Scale 1:71. 5x6 = 5.00 f1-2-- 2x4 II 5x6 = 4 5 6 5x6 i 5x6 g 7 2 8 900d1 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 10-3-14 20.0-0 29.8.2 40.0.0 10-3-14 9-8.2 9-8-2 10.3.14 Plate Offsets -4 , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.30 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 10-12 > 765 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D 'Except' TOP CHORD Sheathed. 4-6 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 1951 /0-8-0, 8 = 1951 /0-8-0 Max Horz 2=-174(load case 5) Max Uplift2=-1045(1oad case 4), 8=-925(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1.2 = 14, 2-3 = -3661, 3-4 = -3332, 4-5 =-2888, 5-6 =-2888, 6-7 = -3332, 7.8=-3661, 8-9 = 14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11 =2667, 8-10=3351 WEBS 3-14=-448, 4-14=685, 4-12=355, 5-12=-363, 6-12=355, 6-10=685, 7-10=-448 NOTES ( 6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1045 lb uplift at joint 2 and 925 lb uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 61 Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASEIS) Standard B jif- r rlo. 451 1 0'; STATE OF .- CV 0 R 10 NA1. August 7,2002 QwwRmm - verW design pararnet.r. and READ xores oN Tms mD RevaRsa SUIR BEFORE use. ® Design valid for use only with Mfiek connectors. This design b based only upon parameters shown, and Is for an Individual buBding component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibilty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure slabillty during construction Is the responslblllty of the erector. Additional permanent brbcing of the overa0 structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Cua18y Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installina and Bracing Recommendation available from Truss Piste Institute, 593 D'Onofrlo DrNe, Madison, WI 53719. NNTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property/ 13/. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS Cl 7C 2. Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i k 3 joint and embed fully. Avoid knots and wane plates/ a" from outside edge of a O V at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsplices I/4 cub oat panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang- Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings ( supports) occur. mi! MiTek® fie® TM PANEL CLIP FORM016, 019 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 I russ truss type ty y 13634711 DR1965F A17 ROOF TRUSS 1 1 optional) KCM-SPAN-T 1, LONGWOOD, FIE,t e Industries,Inc. s ug 1 e Industries, Inc. Wed Aug age 11:" 6-1.3 11.6.10 17-" 23-0-0 28-5-6 I 33.10.13 1 40-0-0 1 1 1 1 1.0.6 6-1-3 5.5.6 5.5.6 6-0-0 5-5-6 5.5.6 6-1-3 Scale 1:71.4 5x6 = 5x8 = 5.00j1F 5 6 3x4 i 3x4 4 7 5x6 5x6 J 3 8 2 8 1 1010 d o 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x6 = 3x4 = 3x8 = 8-4-11 17-0-0 1 23.0-0 1 31-7.5 4"-0 8.4.11 8.7.5 6.0.0 8-7-5 8.4-11 Plate Offsets -4- -1- 4 , -7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.29 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TU -0.54 11-13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2=-194(load case 5) Max Uplift 2=-1023(load case 4), 9=-951(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3817, 3-4=-3552, 4-5=-2689, 5-6=-2494, 6.7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2-16=3485, 15-16=3023, 14-15=3023, 13-14=2494, 12-13=3023, 11-12=3023, 9-11 =3485 WEBS 3-16=-305, 4.16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7.11 =468, 8-11 =-305 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1023 lb uplift at joint 2 and 951 Ib uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE1145161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 9 pppppp F lC4 l , t ' N0.45161 y 0 STATE OF of rR vo onraL August 7,2002 A WARMNO - vert/y design parcriseters and READ NOTES ON TB7S 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. AppOcabOy of design parameters and proper Incorporation of component is responsibWty of building designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure slobWty during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult CST-88 Quality Standard. DSO.89 Bracing Specification. and HIB-91 Handling Instolllng and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrla Drive. Madison. Wl53719. eik® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. o For 4 x 2 orientation, locate 0 1: plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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. Mi! MiTeke FORM018,019 ZA.; MYDRO,A/R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I russ truss type ty y 13634712 DR1965F A19 ROOF TRUSS 1 1 optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTendustries, Inc. Wed Aug age 6- 9-3 12-10-10 19-0.0 21-0.0 27-1-6 33.2.13 i 40. 0-0 j1.0-0 11-0.q i t I I 1- 0.0 6.9.3 6.1.6 6-1-6 2-0-0 6.1.6 6-1-6 6-9-3 1.0.0 Scale 1:76.2 5x6 - 5x6 - 5. 00 jT2- 5 6 3x4 3x4 4 7 5x6 i 5x6 3 8 2 9 to- 6 d 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 - 3x4 - 3x4 - 3x6 - 3x4 = 9. 9.14 19-0-0 21-0.0 30.2.2 40.0-0 9- 9-14 9-2-2 2.0.0 9-2.2 9.9.14 Plate Offsets -1- LOADING ( psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.37 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS ( lb/size) 2 = 1951 /0-8-0, 9 = 1951/0-8-0 Max Harz 2 = 214(load case 4) Max Uplift2 = -999(load case 4), 9=-975(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES ( 6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 999 lb uplift at joint 2 and 975 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 61 Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard D 13 CJ4 4 G............ No. 4.5161 Y 0 STATE OF w ass` o R boa*' August 7,2002 AwARNINO - V* tjy d.dgn pana"witers and READ NOTES ON TMS AND REVERSE SWE BEFORE USE. Design valid tot use only with Mliek connectors. This design Is based only upon parameters shown, and b for an Individual building component to be Installed and boded verticalN• APpllcobility of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown If for btetal support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponsiblllty of the erector. Additional permanent btbcing of the overall structute Is the tesponsiblllfy, of the building designer, for general guidance tegaiding fabrlcatbn, quality controL stotage, delivery, erection and btacing, consult OST-88 OualBy Standard, 0SB-89 Bracing Spoelfkatlon, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Piste Institute, 893 D'Onofrb Drive, Madison, Wl5371 V. MTe k® Symbols PLATE LOCATION AND ORIENTATION t i. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate X plates I/e" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, Mi! MiTeko FORM019,019 Z'-IL,® HMRO,A/R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. llllllllI PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I russ truss type ty y 13634713 DR1965F A2 ROOF TRUSS 2 1 optional) MiTek Industries, nc. 4.201 SR1 s Aug 20 2001 MiTe(Industries, Inc. Wed Aug age 11 7-4-14 14-2-0 1 20-0.0 { 23-0-0 1 28-5-6 1 33.10.13 1 4040-0 1111 1-0-0 7.4-14 6-9-2 5.10-0 3-0-0 5-5-6 5.5.6 6.1.3 1-" Scale - 1:71.4 5x8 = 5 5.00 FFT 4x6 6 2x4 II 4 3x4 7 5x8 i 5x6 3 1 18502 = 8 x8 = 8x8 = o b 2 9 QI1 top d b Us = 19 18 14 13 12 11 3x6 = 3x4 - 2x4 II 2x4 II 5x8 - 2x4 II 7-4-14 14-2-0 20.6-0 23-04) 28.5.6 33.10.13 40.0.0 1 1 1 1 1 7.4-14 6-9-2 6-4-0 2.6-0 5-5-6 5-5-6 6-1-3 Plate Offsets 1[17:0-2-12,0-3-121 LOADING (psf) SPACING 2.0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.54 Vert(LL) -0.14 18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.05 16 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 5-17 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Horz 2 = 224(load case 4) Max Uplift2 = -476(load case 4), 16=-1021(load case 4), 9=-587(load case 5) Max Grav 2 = 797(load case 6), 16 = 2456(load case 1), 9=877(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 14, 2-3 =-837, 3-4 = -327, 4-5 =-327, 5-6 = 1791, 6-7 =1387, 7-8 = -223, 8-9 = -839, 9-10 =14 BOT CHORD 2-19=765, 18-19=0, 17-18=66, 4-17=-468, 16-17=-1401, 15-16=-1285, 13-15=96, 6-15=164, 13-14=0, 12-13=0, 11-12=762, 9-11 =766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11 =112, 5-17=1990, 5-16=-1947, 6-16=-492 NOTES (5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 476 lb uplift at joint 2, 1021 lb uplift at joint 16 and 587 lb uplift at joint 9. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard `V,F Dr rDG l - l." t No. 4.5161 0'•. STATE OF ._ Set0RIOA*, ANAL August 7,2002 AWARMNO - VerW design parameters and READ NOTES ONTffiS AND REVERSE S:DE BEFORE USE. Design valid tot use only with MITek connectofs. This design is based only upon parameters shown, and is fof on individual busding component to be Installed and boded vertically. Applicability of design potometers and propel Incofpaatbn of component is fesponslbillty of building deslgnet - not truss designet. Bracing shown is tot lotetal support of Individual web members only. Additional tempofoty bracing to Insure stability dufing consltucfbn is the tesponsiblllty of the etectof. Additional permanent btbcing of the overall structure is the tesponslblilly of the building deslgnet. Foe general guidance tegafcling fobtbatbn, quality control, storage, dellvety, election and bracing, consult OST-88 Duality Standard, DSB-89 Bracing Specification, and HIB•91 Wei k® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoffb Delve, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION t 3/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. o 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of 0. truss and vertical web. r This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 0 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTeke fie® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 16. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYORD A/R Job I russ I russ I ype ty Ply DR1965F A7 ROOF TRUSS 1 2 13634714 o tiona-ACCUl) FL, MiTek Industries, Inc. 4.201 SR1 S Aug 20 2001 MiTendustries, Inc. Wed Aug age 3- 9-14 7-0-0 12-3-7 17.5.2 22-6-14 27.8.9 33-0-0 1 36-2.2 1 40-0-0 11-0.9 11-" 1 11111- 0-6 3.9.14 3-2-2 5.3.7 5-1-11 5-1-11 5-1-11 5-3-7 3.2-2 3-9-14 1." Scale 1:71.3 9xl7. 5 M1116 = 9x17.5 MII18 = 4x8 = 7x8 = 4x8 = 2x4 11 5. 00 f1T 4 19 20 5 21 22 23 24 25 726 27 28 8 29 30 9 2x4 4z 2x4 i 3 10 2 11 1 1 d d3x8 = 18 31 32 17 33 34 396 36 37 IS8 39 40 14 41 42 13 3x8 = 3x4 = 5x6 - 3x8 - 2x4 11 6x10 - 3x4 = 7- 0-0 12-3.7 17-5.2 22.8.14 1 27- 8-9 1 33.0.0 40.0.0 7- 0-0 5.3-7 5-1-11 5-1-11 5.1.11 5.3-7 7-0-0 Plate Offsets -1 -1 e , LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) 1.22 15-16 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.99 Vert(TL) -1.01 15-16 >467 M1116 174/126 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.30 11 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min Well = 360 Weight: 440 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-6-4 oc purlins. 4- 6 2 X 6 SYP SS, 6-9 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. BOT CHORD 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=3970/0-8-0, 11=3970/0-8-0 Max Horz 2=-92(load case 5) Max Uplift 2 = -3822(load case 4), 11=-3710(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1.2=29, 2-3=-8611, 3-4=-8850, 4-19=-12015, 19-20=-12016, 5-20=-12018, 5-21=-13878, 21-22=-13878, 22-23=-13878, 6-23=-13878, 6-24=-13878, 24-25=-13878, 7.25=-13878, 7-26=-12060, 26-27=-12060, 27-28=-12060, 8- 28=-12060, 8-29=-12063, 29-30=-12061, 9-30=-12059, 9-10=-8844, 10-11=-8612, 11-12=29 BOT CHORD 2- 18 = 7724, 18-31 = 8229, 31-32 = 8229, 17-32 = 8229, 17- 33=12016, 33-34=12016, 34-35 = 12016, 16-35=12016, 16-36=13795, 36-37=13795, 15-37 = 13795, 15-38 = 13795, 38-39 = 13795, 39-40 = 13795, 14- 40 = 13795, 14-41 =8221, 41-42=8221, 13-42=8221, 11-13=7726 WEBS 3-18=520, 4-18=589, 4-17= 4324, 5-17=-1875, 5-16=2134, 6-16=-852, 7-16=95, 7-15=201, 7-14=- 1988, 8-14=-911, 9-14=4384, 9.13=586, 10-13=508 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3822 lb uplift at joint 2 and `. 3710 lb uplift at joint 11. ` 91F_ 13 6) This truss has been designed with ANSI/TPI 1-1995 criteria. •..•• •..'•. 7) 2-ply truss to be connected together with l Od Common(.148"x3") Nails as follows: 4i;• Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. .G. Bottomchordsconnectedasfollows: 2 X 4 - 1 row at 0-9-0 oc. . Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. ' 8) Special hanger(s) or connection(s) required to support concentrated load(s) 159.51b down and 305.1lb up at 7-0-0, `' = r, Q J1 159.51b down and 305.1lb up at 9-0-12, 159.51b down and 305.11b up at 11-0-12, 159.51b down and 305.1lb up at 13-0-12, 159.5Ib down and 305.1lb up at 15-0-12, 159.51b down and 305.1lb up at 17-0-12, 159.51b down and 305.1lb up at 19-0-12, 159.51b down and 305.1lb up at 20-11-4, 159.51b down and 305.1lb up at 22- 11-4, 159.51b down and 305.11b up at 24-11-4, 159.51b down and 305.11b up at 26-11.4, 159.5Ib down and 305.11b up at 28-11-4 0 • STATE E OF and 159.51b down and 305.11b up at 30-11-4, and 159.51b down and 305.1Ib up at 33-0-0 on top chord, and 625.11b down and 577.61b up at 7-0-0, 46.0Ib down at 9-0-12, 46.0Ib down at 11-0-12, 46.0Ib down at 13-0-12, 46.01b down at 15-0-12, 46.01b down at 17-0-12, 46.0Ib down at 19-0-12, 46.0Ib down at 20-11- 4, 46.0Ib down at 22-11-4, 46.0Ib down at 24-11.4, 46.0Ib down at 26-11-4, 46.0Ib down at 28-11-4, and 46.0Ib down at 30-11-4, and 625.11b down and 577.6Ib up at 32.11-4 on bottom chord. Design for unspecified connection(s) is delegated to the VIYAL building designer. 9) Truss Engineer: Junaidie Budiman, PE#45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. August 7,2002 Continued on AwARNINO - verVy design parameters and READ NOTES ONTEM AND R8VE1tSE SWE BEFORE USE. Design valid tot use only with Mfiek 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 tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponslblllty 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 NHTek® Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 693 D'Onofrb Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 723- 2. Cut members to bear tightly against each other. a:3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate o L) 6 , L Q O joint and embed fully. Avoid knots and wane at joint locations. plates/s" from outside edge of a v truss and vertical web. a o 4. Unless laces at Iotherwise noted, locate chord length(+ 6" from ca, C, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 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. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 HMPO,A/R Job DR1965F russ A7 I russ I ype ROOF TRUSS ty 1 Ply 13634714 12 optional) MiTek Industries, Inc. 4.201 SR1 s Aug 20 2061 MiTe,Industries, Inc. Wed Aug age LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-9=-74.0, 9-12=-74.0, 2-11 =-20.0 Concentrated Loads (lb) Vert: 4=-159.5 9=-159.5 Its -625.1 13=-625.1 19=-159.5 20=-159.5 21=-159.5 22=-159.5 23=-159.5 24=-159.5 25=-159.5 26=-159.5 27=-159.5 28=-159.5 29=-159.5 30=-159.5 31 =-46.0 32=-46.0 33=-46.0 34=-46.0 35=-46.0 36=-46.0 37=-46.0 38=-46.0 39=-46.0 40=-46.0 41 =-46.0 42=-46.0 No. 4.5161 T'ATE OF 1`cy ML August 7,2002 A WARNDYO - Ver(fy design parameters and READ NOTES ON TM AND RE VERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded 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 bibcing 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 Ouattly Standard, DSB-89 Bracing Specification, and HIB•91 ) Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI 53719. KTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicate.otherwise. Dimensions are in inches. Apply plates to both sides of truss.and l . Provide copies of this truss design to the securely seat.' building designer, erection supervisor, property Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. C7 2. Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 5 , Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of a o u at joint locations. truss and vertical web, a 4. Unless otherwise noted, locate chords lacesP 114uc, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 18 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTeko TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDiRD,AW Job I russ truss type ty y 13634715 DR1965F A9 ROOF TRUSS 1 1 optional) i e Industries, Inc. 1 s ug 1 I e n ustnes, Inc. Wed Aug 07 1 age 4-9-14 9.0.0 14-6.0 20-0.0 25-6-0 31-0-0 I 35.2.2 I 40-" 11 2.O11-0-Q d 1 1 1 1 I-0ei 4.9.1E 4-2-2 5-6-0 5.6.0 5-60 5-6-0 4-2.2 4.9-14 1-0-0 Scale - 1:71. 5x6 = 5x6 = 3x4 = 5x8 = 3x4 - 5.00 FTY 4 5 6 7 8 2x4 2x4 3 8 2 10 11 1 d d 3x8 = 17 16 15 14 13 12 3x8 = 3x8 = 4x6 = 3x4 = 3x4 = 4x6 - 3x8 = 9-0-0 16-4.0 23.8.0 31-0-0 40-0-0 9.0.0 7.4.0 7-4-0 7-4-0 9.0-0 Plate Offsets -4 , 4 , 1 -4- e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.52 15 >907 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 = 1951 /0-8-0, 10= 1951 /0-8-0 Max Harz 2 = 1 14(load case 4) Max Uplift 2=-1096(load case 4), 10 = -963(1oad case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5.6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11 =14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6.14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES ( 6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1096 lb uplift at joint 2 and 963 lb uplift at joint 10: 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard No. 4.5161 i STATE OF R I'D, o iAL August 7,2002 AwARMNG - Vert& design parameters, and READ NOTES ONTMS AND REVERSE SWE BEPORE 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 vetilcally. Applicability of design parameters and proper Incotpotatbn of component is iesponslbll8y of building designer - not puss designet. Bracing shown is lot lotetal support of Individual web members only. Additional temporary bracing to Insure stability duting construcfbn is the responslblllly of the etectot. Additional permonent bibcdng of the oveta8 shuctuie b the iesponslblilty of the building designer. Fat general guidance tegoiding fobilcatlon, quality control, storage, dellveiy, erection and btacing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB•91 Handling Installing and Bracing Recommendation avallable from Truss Plate Institute, 593 D'Onofrb Drive, Madison, WI53719. "Tek® Symbols PLATE LOCATION AND ORIENTATION t 3i. * 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 otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS it 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. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401:1, 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® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead toad deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 HMRO,A/R Job I russ truss type ty y RHORTON 13634716 DR1965F AG1 ROOF TRUSS 1 1 optional) FE,'MiTek Industries, nc. 4.201 SR1 s Aug 20 2001 MiTe(Industries, Inc. Wed Aug age 1-0-9 7-6.0 14-9.0 20.0-0 1 23-0-0 1 28.5.8 1 33-10-13 1 40-0-0 11-0-01 + t•0.O 7.6.0 7.3-0 5-3-0 3.0.0 5-5-6 5-5-8 6-1-3 1.0.0 Scale 1:71. 5x6 = 5 5.00 ru- 4x6 6 4 3x4 -- 7 5x8 f- 3 II 5x6 cc 3 7 16 SO = 8 8x = 0 8x8 — ao Cb 0 3 II 9 101 ? 19 lail d 5x8 = d 3x6 18 14 13 12 11 3x6 - 2.50 FTY 5x8 = 7-6-0 14.9.0 20.4-0 23-0.0 28-5.8 33.10.13 40-0-0 7-6-0 1 4-6-0 7-3-0 5.7-0 2-8-0 5-5-6 5.5.6 6.1.3 Plate Offsets -4, LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.53 Vert(LL) 0.16 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.20 2.19 >838 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.08 18 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 702/0-8-0, 18 = 646/0-8.0, 16 = 1732/0-8-0, 9 = 863/0-8-0 Max Harz 2 = 223(load case 4) Max Uplift2=-420(load case 4), 18=-538(load case 4), 16=-662(load case 5), 9=-601(load case 5) Max Grav 2=715(Ioad case 6), 18=886(load case 6), 16= 1732(load case 1), 9=872(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1518, 3-4=548, 4-5=605, 5-6=929, 6-7=153, 7-8=-692, 8-9=-1357, 9-10=29 BOT CHORD 2-19=1342, 18-19=-34, 16-17=-714, 15-16=-155, 13-15=99, 6-15=558, 13.14=0, 12-13=4, 11-12=1159, 9-11 =1164 WEBS 3-19=-177, 17-19=1445, 3-17=-1739, 5-16=-1003, 6.16=-860, 12-15=771, 7-15=-638, 7-12=-139, 8-12=-660, 8-11 =136, 17-18=-587, 4-17=-471, 5-17=262 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSIIfPI 1-1995 angle to grain formula. Building designer 1+ Dshouldverifycapacityofbearingsurface. t 13 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 lb uplift at joint 2, 538 lb ... / uplift at joint 18, 662 lb uplift at joint 16 and 601 lb uplift at joint 9. •• 1.F/ " 8) This truss has been designed ANSI/TPI 1-1995 4!• with criteria. 9) Truss Engineer: Junaidie Budiman, PE1145161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. :• No. 4.5161 LOAD CASE(S) Standard 0 STATE OF AL August 7,2002 AWARNINO - Veryy design parameters and READ NOTES ON rRIS 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 buBding component to be Installed and loaded vertically. ApplicabBlty of design parameters and proper Incotporatlon of component is responsibility of bullding designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability duiing 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 OST-88 Quality Standard, DSB•60 Bracing Specification, and HIS-91 k® Handling Instolllna and Bracing Recommendation ovaibble from Truss Plate Institute. 583 D'Onof to Drive, Madison, Wl53719. MTe Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i4 * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. u c 2. Cut members to bear tightly against each other. 0 Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 3 , Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of U a V11 O V at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsplices 1/ 4 wc, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt 18 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 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. FARTHESTTOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 40" 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 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 pf trusses. 1993 Mitek Holdings, Inc. FORM018, 019 MMRO,A/R Job I russ russ I ype Cly y 11 HORTON 13634717 DR1965F AG2 ROOF TRUSS 1 1 optional) t o Industries,Inc. sAug f e n ustnes, Inc. Wed Aug 07 1 age 1-0-01 7.6.0 14.9.0 18-7-3 I 22-0.0 12If 1.0.0 7-6-0 7-3-0 1.10.3 5.4.13 1.0.0 4x8 II Scale = 1:49.8 6 2x4 II 2x4 11 5 7 8 jd2x4tl 3x4 = 5x8 i 2x4 II 21.4 II 3z10 II 4 — 3 7 15.00 rtF II 2x4 II 1 II00 o v 2 11 1 2x4 11 5x8 - 2x4 II 0 2x4 II 2x4 II 3x4 1 2.50 FTT 2x4 II 7-6-0 14.9.0 20-4-0 22-" 7.6-0 7.3-0 5-7-0 1.8.0 Plate Offsets -1 -1- LOADING (psf) SPACING 2-0-0 CSI DEFL in (roc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 14T D 0.52 0. Vert(LL) 16 2-11 >999 M1120 249/190 TCDL 7.0 Vert(2-11 >831umerincrease BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.08 10 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 9-11, 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2 = 715/0-8-0, 10 = 1135/0.8-0, 7 = 357/0-8-0 Max Horz 2=416(load case 4) Max Uplift 2 = -357(load case 4), 10=-679(load case 4), 7=-247(load case 5) Max Grav 2=715(load case 6), 10=1135(load case 1), 7=404(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1564, 3-4=-1353, 4-5=383, 5-6=366, 6-7=-71, 7-8=34 BOT CHORD 2-11 = 1383, 10.11 =-48, 7-9 =-4 WEBS 4-11 =-202, 9.11 =1521, 4-9=-1642, 9-10=-1074, 5-9=-370, 6-9=-473 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 16) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2, 679 lb i13 uplift at joint 10 and 247 lb uplift at joint 7. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. "Y 1C,•.. 81 Truss Engineer: PE#45161. Junaidie Budiman, Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. .•'.Q1 :•. /J 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. G LOAD CASE(S) Standard t No. 4.5161 , STATE OF J° 0R10a*' 411e..Me4• onraL August 7,2002 A wAmNO - VerM design parameters and READ NOTES ON THm AND RE VERSE SWE 88"RE USE. Design valld tot use only with MiTek connectors. this design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vedloalty. Applicability of design parometers and proper Incoipotatlon of component Is tesponsil lltty of building clesignet - not truss designer. Bracing shown Is fof lotetal support of Individual web members only. Additional tempotwy bracing to Insufe stability dulling construction b the responsibility of the etectot. Additional petmonent bibcing of the overall structure Is the responsib8lty of the building designer. Foi general guidance regarding fabrloatlon, quality control, storage, deOvefy, etecilon and btoctng, consull OST•88 Quality Standard, DSB-89 Bracing Specification. and HIS-91 NNTek® Handling Installing and Bracing Recommendation available Isom Truss Plate Institute, SS3 D'Onoftlo DfNe. Madison, WI53719. 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. F- For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS Cz 73 o WEBS J5 Q o_ o U O O a O ce cr u BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-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 te continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, Mi! MiTek® TM PANEL CLIP FORM018,019 aiwo-MAJL ® MYDRO,AZR AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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 ss I russ I ype ty y 13634718 DR1965F B ROOF TRUSS 1 1 optional) MiTek Industries, Inc. 4.201 1 s Aug 20 2001 MiTe Industries, IIInc. Wed Aug age 1-0-0 5.3.14 10.0-0 14-8-2 F 20-0-0 121.0.0 I I I 1.0.0 5-3-14 4.8.2 4.8.2 5-3-14 1-0-0 Scale - 1:36.9 4x6 = 4 5.00 rt£ 2x4 2x4 i 3 5 2 8 t 7 Id 3x4 = 8 3x4 = 5x8 = 10.0-0 20-0.0 10-0.0 10-0-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 >993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size 6 = 1004/0-1-8, 2=1024/0-8-0 Max Harz 2 = 123(load case 4) Max Uplift6 = -521 (load case 5), 2=-536(load case 4) FORCES IN - First Load Case Only TOP CHORD 1-2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=14 BOT CHORD 2-8 =1430, 6-8 = 1481 WEBS 3-8=-389, 4-8=536, 5-8=-444 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide 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 521 lb uplift at joint 6 and 536 Ib uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE/145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard p1E 13 i-i•• P10. 4.5161 a = br • GCiOsiATF •: A • toss/ o to,•' o AL August 7,2002 A WARMNO - verj& design parameters and R&W NOTES ON THIS AND REVERSE SWE BK"RL 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 boded vertically. APplIcabtltty 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 br1lcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, qualtty control, storage, delivery, election and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 NF Tek® HandlingInstallingandBracingRecommendationovallablefromTrussPlateInstitute. 583 D'Onohb 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. e„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS C7 C) WEBS J5 0 0 a. O ' " U a O ca v cb BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTeko O TM PANEL CLIP FORM016,019 aA"Q-wuL ODHYDRO,AZR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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 instpllation 9f trusses. 1993 Mitek Holdings, Inc. Job uss truss lype ty y 13634719 DR1965F BG ROOF TRUSS 1 1 optional) A=079PAN-T A, LONGWOOD, FL, MiTek Industries, Inc. s ug 1 e n ustrtes,Inc. Wed Aug age 1-0-0 5-3-14 10-0-0 14-8-2 20-" 2 1:", i I i l i 1.0.0 5-3-14 4.8.2 4-8-2 5.3.14 1-0-0 Scale = 1:38.1 4x6 = 4 2x4 II 2x4 II 5.00 rt'F 3x4 i: 3x4 3 5 2x4 II 2x4 II x II x II 2 II 6 d 1 7 d 25 26 2x4 11 10 2x4 11 27 2x4 II 28 9 29 2x4 II 30 8 31 2x4 II 32 33 3x4 = 3x4 - 2x4 II 7x8 - 2x4 II 2x4 11 5.3.14 10.0.0 14.8.2 20.0.0 1 I 1 5-3-14 4-8-2 4.8.2 5-3.14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) 0.06 9-10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.29 Vert(TL) -0.09 8-9 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.03 6 We BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min Udell = 360 Weight: 124 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 4-10-13 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=950/0-8-0, 2=951/0-8-0 Max Horz 2 = 126(load case 4) Max Uplift6 = -596(load case 5), 2=-535(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1678, 3-4=-1182, 4-5=-1182, 5-6=-1677, 6-7=34 BOT CHORD 2-25 = 1471, 25-26 = 1471, 10-26 =1471, 10-27 = 1471, 27-28 = 1471, 9.28 = 1471, 9-29 = 1470, 29-30 = 1470, 8-30 = 1470, 8-31 = 1470, 31-32 =1470, 32-33 =1470, 6-33 =1470 WEBS 3-10=60, 3-9=-485, 4-9=507, 5-9=-484, 5-8=59 NOTES (8) 1 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 596 lb uplift at joint 6 and 535 lb uplift at joint 2. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 17.71b up at 1-0-0, 10.81b up at 3-1-1, 10.81b up at 5-1-1, 10.81b up at 7-1-1, 10.81b up at 9-1-1, 10.81b up at 11-1-1, 10.81b up at 13-1-1, 10.8Ib up at 15-1-1, and 10.81b up at 17-1-1, and 17.71b up at 18-11-1 on bottom chord. Design for unspecified connection(s) is t delegated to the building designer. -ice 81 Truss Engineer: Junaidie Budiman, PEJl45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. •:.` 4' 1,,gi/ LOAD CASEIS) Standard .' 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 No. 45161 Uniform Loads (plf) Vert: 1-4=-74.0, 4-7=-74.0, 2-6=-20.0 -; eon.. Concentrated Loads (lb) + STATE Vert: 10=10.825=17.726=10.827=10.828=10.829=10.830=10.831=10.832=10.833=17.7 0 sr.wa a onraIt August 7,2002 AWARNINO - Vert& design parameters and READ NOTES ON TB78 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 Indivdual 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. Addltbncl permanent bracing of the overall structure It the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery. election and biactng, consult OST-8a Quality Standard, DSB-89 Bracing Spectficatlon, and NIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrb Drive, Madison, WI 53719. KTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. 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 Ye securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. WEBS J5 a: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 a ° V at joint locations. truss andd vertical web. a 4. Unless otherwise noted, locate chordsplices at / 4 panel length(+ 6" from adjacent joint.) uBOTTOM CHORDS Thissymbolindicatesthe5. 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 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, 40" 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 BEARINGothers unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Mi! 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 9f trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 019 NMRO,AIR 0 1 Job russ I russ I ype ty y 13634720 DR1965F CG SCISSORS 1 1 optional) AMTSPAN' I e n ustnes, nc. 1 s ug 1 e n ustnes,Inc. Wed Aug age 1.0-0 4-0-15 7.6-0 10-11-1 15-041 18-0-0 4-0.15 3-5-1 3.5-1 4.0.15 1." Scale 1:29.0 4x6 = 4 5.00 jTF 2x4 = 2x4 - 3 5 8 5x8 = 2 6 d' 7 O 2.50 FTT 3x4 3x4 7-6-0 15-0.0 7-6-0 7-6-0 Plate Offsets 1, - LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 > 908 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.11 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 63 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=782/0-1-8, 6=782/0-1-8 Max Horz 2=-95(load case 5) Max Uplift 2 = -41 2(load case 4), 6=-412(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=10, 2-3=-2090, 3-4=-1625, 4-5=-1625, 5-6=-2090, 6-7=10 BOT CHORD 2-8 =1935, 6-8 =1935 WEBS 4-8=969, 3-8=-394, 5-8=-394 NOTES (7) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 2 and 412 lb uplift at joint 6. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 8) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard `^ iVE p No. 4.5161 STATE OF V August 7,2002 A WARNING - Verlf jy design parameters and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. Design valid lot use only with MITek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Installed and loaded vertloally. 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 bfbcing 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, DS6.89 Bracing Specification, and HIB-91 NNTek® Handling Installlnq and Bracing Recommendation ovallabb from Truss Plate Institute. 683 D'Onofrlo Drive. Madison, W153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. f" a a 2. Cut members to bear tightly against each other, WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 5 , joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c) a O u at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP I/4iCaC, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. uvu 9 FORM018.019 MiTeke Z'`1L-.O ff=RO,A/R TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. IS. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I russ truss type ty y 13634721 DR1965F J ROOF TRUSS 14 1 optional) I e industries, Inc. 4.201 SKI s Aug ZU ZOW MiTe<Industries, Inc. Wed Aug age 1.0-0 7.0-0 3 Scale 1:19. 5.00 jTz- 2 4 2x4 = 7-0-0 7.0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0.24 1-2 >69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 234/Mechanical, 2=424/0-8-0, 4 =66/Mechanical Max Horz 2 = 221(load case 5) Max Uplift3 = -250(load case 5), 2=-168(1oad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 75 BOT CHORD 2.4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 3 and 168 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard iFE B3LG! r s No. 4.5161 O STATE OF fis '•• S pNA1.•• August 7,2002 A WARMNO - VerW design parameters and READ NOTES ON TWS AND REVERSE SIDS BEMRL 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 vertloaly. ApplicablUty 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 OST-Ba Quality Standard, DSB-89 Bracing Speciflcatlon, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohlo Drive. Madison, WI53719. Wek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N WWI O TM PANEL CLIP FORM018.019 GANG-IVAJL ® ffyOQQ.AIa 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber 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 I russ russ ype ty y 13634722 DR1965F J1 MONO TRUSS 10 1 optional) ACCU-SPAN- DID, FL, MiTekIndustries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries, Inc. Wed Aug age 1-0.0 1-0-0 1-0-0 1-0-0 3 Scale 1:6.3 5.00 j7F Cr 2x4 = 4 1 1-0.0 1-0-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC ILL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 168/0-1-8, 4 = 10/Mechanical, 3 =-7/Mechanical Max Horz 2=53(load case 4) Max Uplift2 = -1 28(load case 4), 3=-28(load case 5) Max Grav 2 = 168(load case 1), 4 = 10(load case 1), 3 = 23(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-33 BOT CHORD 2-4=0 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2 and 28 lb uplift at joint 3. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE1145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard E•Bl Q tt t ' No. 44.5161 0 : STATE OF = ORMa*' aniaL August 7,2002 Q wARmNo - verVy design pasnmeters and READ Nams oN Tms AND RE VERSE SIDE BEFORE UM. Design valid tot use only with Mlfek connectors. This design b based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. ApplIcablllty of design parameters and proper Incorporation at component Is responsibility of building designer - not truss designer. Bracing shown b tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponsibllity of the erector. Additional permanent btacing 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 Qualify Standard. OSS-89 Bracing Specification. and HIS-91 NF Tek® Handling Installing and Bracing Recommendation available from Truss Plate institute, S83 D'Onoftb Drive. Madison. WHM719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. cz a 2, Cut members to bear tightly against each other, a:3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate i Q joint and embed fully. Avoid knots and wane plates I/e" from outside edge of v a yI o_ at joint locations. truss and vertical web. a o 4. Unless laces at otherwise noted, locate chord length(+ 6" fromca, C, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 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. 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, Mi! MiTeke IIIIIIIII TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and instpllotion of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO -AIR 4 i . ` ob I russ truss lype ty y RHORTON 13634723 DR1965F K ROOF TRUSS 4 1 optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTeKIndustries, Inc. Wed Aug age 1-0-0 s o 0 11" 5-0-0 3 Scale . 1:15.7 5.00 FTY 2 JJJ 1f 4 2x4 = s-0.0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) 0.08 1-2 >210 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purtins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=155/Mechanical, 2=335/0-8-0. 4 = 46/Mechanical Max Horz 2 = 161(load case 5) Max Uplift 3 = - 1 74(load case 5), 2=-152(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2 = 29, 2.3 = 50 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 152 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard No. 4.5161 PATE OF = AN46 0R10 QNaL August 7,2002 AWARNINO - VerVy design p uranwilem and READ NOTES ONTEM AND REVERSE SIDE BEMRS USE. Design valid for use only with MITek connectors. lhb design b based only upon parameters shown, and Is for on IndNWuol building component to be Installed and loaded vertically. Applicoblifty 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 brbcing 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 -ail Quality Standard, DSB-BV Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendallon available from Truss Plate Institute, 5a3 D'Onofdo Drive, Madison. WI5371 V. Wek® 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 Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property hall J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against each other. 0 cc WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i U 6 , Q o_ joint and embed fully. Avoid knots and wane at joint locations. from outside edge ofplattruss d V a dtrussand vertical web. a o 4. Unless otherwise noted, locate chordssplicesP • at 14 length(+ 6" fromuC, u panel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 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. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM016,019 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTek® O HYDRO -AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, site and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and instpllation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. russ russ ype ty ly 13634724EAiiLROOFTRUSS41 optional) ek Industries, Inc. 4.201 SR1 s Aug 20 2001 e( IIndustries, Inc. Wed Aug 07 1 Fa -gel 1.0.0 3-0-0 1.0.0 3-0.0 3 Scale 1:10.5 5.00 FIT 2 1 4 2x4 _ 3.0.0 3.0.0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 69/Mechanical, 2 = 253/0-8-0, 4 = 26/Mechanical Max Harz 2 = 101(load case 5) Max Uplift 3 = -97(load case 5), 2=-144fload case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 =-54 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 3 and 144 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard iF- 13 No. 4.5161 r STATE OF 7NAL August 7,2002 VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. sonsisseWARNING Design valid for use only with MlTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and boded vertically. Applicability of design parameters and proper Incorporation of component is tesponslblilty of building designer - not truss M1designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponsiblilty of the erector. Additional permanent brbcing of the overall structure is the responsibility of the bulWing 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 We k® Handling Installlnp and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrb Drive, Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property e Jp J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i Q joint and embed fully, Avoid knots and wane plates from outside edge of U d o V at joint locations. truss andd vertical web. a 4. Unless otherwise noted, locate chordsplices I ce C, 16 o at /4 panel length(' 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 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 401: 1, 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. Flu FORM018, 019 MiTeke ao ZA @ HMRO, A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. russ russ Type ty ly 13634725LDR1965FMROOFTRUSS41 optional) PAN-T LONGWOOD, FL, MiTekIndustries, Inc. 4.201 SR11 s Aug 20 2001 MiTe< Industries, Inc. Wed Aug 07 1 1 2002 Page 1 1.0-0 1.0.0 1.0.0 1-0.0 3 Scale 1:6.3 5.00 1( F Cr 4 1 2x4 = 1.0.0 1.0.0 LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz 2=53(load case 4) Max Uplift 3=-2511oad case 5), 2=-138(load case 4) Max Grav 3 = 31(load case 4), 2 = 177(Ioad case 1), 4 = 9(load case 1) FORCES Ilb) - First Load Case Only TOP CHORD 1-2 = 28, 2-3 =-37 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 138 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard p i1FE— [7Uq./ t No, 4.5161 111 Jac STATE OF ss oNA1.•' August 7,2002 A WARNING - VerM design parameters and READ NOTES ON TB -IS 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 Incoipotatlon of component is responsibility of building designer - not truss designee. Bracing shown is for literal support of Individual web members only. Additional tempoioty bracing to Insure stability during construction is the tesponsibillty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabilcatlon, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing SpecMlcatlon, and HIS-91 NFiTek® Handling Installlnq and Bracing Recommendation available from Truss (date Institute, 5a3 D'Onoftlo Delve. Madison, Wl53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 13/1 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property A„ J2 J3 J4 TOP CHORDS owner and all other interested parties.. u a 2. Cut members to bear tightly against each other. Q WEBS JS 3. Place plates on each face of truss at eacha*For 4 x 2 orientation, locate i joint and embed fully. Avoid knots and wane plates from outside edge of v d O u at joint locations. truss and vertical web. d a 4. Unless otherwise noted, locate chordsplices I14 CaC, 0 o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MfTek/ Gang-NallJolnt/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko O TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation pf trusses. 1993 Mitek Holdings, Inc. FORM018, 019 HYDRO -AIR Job russ truss type ty y 13634726 DR1965F S ROOF TRUSS 2 1 optional) t A A , MiTek Industries, I-nc.4.201 SR1 s Aug 90 2061 MiTe, Industries, Inc. Wed Aug 07 1 :4 age 1 1•s•0 5-3-5 9-10-13 1-5-0 5.3.5 4-7.8 4 1:20.1 9 3.54 FTT 3x4 3 8 2 10 11 7 12 6 5 2x4 II 3x4 - 2x4 - 5-3-5 9-10.13 5.3.5 4.7.8 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) 0.07 6-7 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4 = 188/Mechanical, 2 = 634/0-1 1-5, 5 = 397/Mechanical Max Horz 2 = 218(load case 2) Max Uplift4 = -243(load case 3), 2=-535(load case 2), 5=-353(load case 3) FORCES IN - First Load Case Only TOP CHORD 1-2=29, 2-8=-1099, 3-8=-1002, 3-9=-88, 4.9=44 BOT CHORD 2-10=1001, 10-11=1001, 7-11=1001, 7-12=1001, 6-12=1001, 5-6=0 WEBS 3-7=187, 3-6=-1068 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 4, 535 lb uplift at joint 2 and 353 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 150.01b up at 4-3-11, and 161.71b down and 395.31b up at 7-1.10 on top chord, and 21.61b up at 1-5.12, and 12.1lb down at 4-3-11, and 52.1lb down at 7-1-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1 .33, Plate Increase = 1 .33 Uniform Loads (plf) Vert: 1-4=-74.0, 2-5 = -20.0 `D s Concentrated Loads (lb) Vert: 8= 10.1 9=-161.7 10=21.6 11 =-12.1 12=-52.1 ''•; .•`e.4'!. No. 4.5161 STATE OF R ANAL August 7,2002 A WARNING - Vertfy design parameter: and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MiTek connectors. This design Is based only upon parameters shown, and Is lot on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responslblllfy 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 tesponslblllty of the erector. Addltional permanent brDcing of the overall structure Is the responsibility of the bulldIng designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Oualtly Standard, DSB•89 Bracing Specification, and HIS-91 Handling Instollina and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftb Drive, Madlson. Wl53719. WWI Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS c7 Q 2. Cut members to bear tightly against each other. O WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O 0 Q o joint and embed fully. Avoid knots and wane at joint locations. plates/B" from outside edge of a` V truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at /4 length(' 6" fromcaC, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 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. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40:1, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTeko ZA @ HMRO-AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with 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, ME TM erection and instpllotion of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. 1,a u Job I russ truss type ty ly 13634727 DR1965F S1 ROOF TRUSS 2 1 f optional) A I e Industries, Inc. 4.201---gRl s Aug 20 2001 MI e( IIndustries, Fnc. Wed Aug 07 1 age 1 1.5-0 1.5-0 1-5-0 1-5-0 3 Scale = 1:6. 3.54 rrE 2 1 4 2x4 — 1-5.0 1-5-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.02 1 >908 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC ILL Min I/defl = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 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 =-40/Mechanical, 2 = 193/0-8-0, 4 = 6/Mechanical Max Horz 2 = 41(load case 2) Max Uplift3 = -40(load case 1), 2=-180(load case 2) Max Grav 3 = 50(load case 4), 2 = 193(load case 1), 4 = 6(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-24 BOT CHORD 2-4 = 0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 180 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE 745161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (pIf) Vert: 1-2 = -74.0 Trapezoidal Loads (pIf) Vert: 2=-2.5-to-3=-52.3, 2=0.0-to-4=-14.1 E B Q No. 4.5161 sSTATEOF V O R Io'+''/\ J s VaNAL August 7,2002 A WARNINO - VerVy dssiyn parameters and READ NOTES ON TNIS 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 vemcally. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - nod truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent btbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consulf OST-88 Quality Standard, OSO.89 Bracing Specification, and HIG-91 Handling Installlna and Brocing Recommendation available from Truss Rate Institute, 5a3 D'Onofrb Drive, Madison. WI53719. Wek® Symbols PLATE LOCATION AND ORIENTATION t 3/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, 0 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of o truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 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 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 SI2E 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. Mi! 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, TMIII erection and installation of trusses, PANEL 1993 Mitek Holdings, Inc. CLIP FORM016,019 ff DQO-A'R® 1 V1'A I N I N C: ALL BEARING WALLS TO BE PLACED — J L 1 PLY HCR. W G TI CE I I REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. & 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVERHANGS WALLS SHOWN ARE TO BE BEARING.. L 3 PLY HGR. SIGNED APPROVAL-• X JOB NUMBER: DR1965F DATE:. 8-6-02 PITCH* LOAD:sHINGLES CU SPAN CUSTOMER: D R, HORTON 5C BY: T.H JOB NAME: MODEL 1965 "D" ELEV. BRG: BLOCK