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HomeMy WebLinkAbout202 Friesian Way 03-1499 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS IL: A D R Horton 6250 Hazeltine Nat'l Dr 9102 Orlando, FL 32822 407)857-9101 CBC 055300 PROPERTY OWNER PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION 1Q PERMIT 4-1 ` DATE '- PERMIT DESCRIPTION C PERMIT VALUATIONS C "d 9 SQUARE FOOTAGE d - I CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 202 FRIESIAN WAY for which permit 03-00001499 has heretofore been issued on 4/10/03 has been completed according to plans and specifications filed in the office of the Buildinq Official rior to the issuance of said building permit, to wit as & complies with all the building, plumbing, electri641, zoni g and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No T)ATR APPRnVAT. BUILDING: FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Water L Sewer Lines In A0 %y) (l0uv Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs 21 .Sirs Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FRRR PATTY T)ATR APPRnVAT, DATE AMOUNT 5/02/03 5/16/03 4/10/03 5/30/03 4/28/03 4/10/03 4/10/03 4/10/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: CERTIFICATE.M OCCUPANCY / COMPLETION This is to certify that the building located at 202 FRIESIAN WAY for which permit 03-00001499 has heretofore been issued on 4/10/03 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 4/10/03 4/10/03 4/10/03 4/10/03 4/10/03 4/10/03 4/10/03 4/10/03 279.61 91.93 11.37 847.00 11.38 1384.00 650.00 1700.00 OWNER ATIL15ING OFFICIAL / DATE k65 T CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: - o)O - dI PERMIT #: C) -,- \\,l'I-A ADDRESS: CONTRACTOR: PHONE #: y&) - 8 -6 oD A 8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has, been denied or approved with conditions. Your prompt attention will be appreciated. yz1/0 1-E—ngineering 0g T'>-5w0&7 Public Works Utilities Fire i1 I A Zoning f `A Licensing n I A7 CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LLr1t4'" CERTIFCATE OF OCCUPANCY WID - REQUEST FOR FINAL, INSPECTION PVed g)g SINGLE FAMILY RESIDENCE**** "'W.13id1mr, DATE: O3 PERMIT #: ©-V-4CYA " ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire f\ I A blic Works 3 Zoning C1 Utilities Licensing n LA - CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) n-1 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: D ADDRESS: v CONTRACTOR: P ki (- (3 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. 1 Engineering Fire f\ I A Zoning 1 LA Licensing V `Al CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE 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 BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 202 FRIESIAN WAY CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 69, BAKERS CROSSING, PHASE 1 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 B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202890045 E 4/17h35 4/17/95 X 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. 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): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, ARIAH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o r) o a area o a permanent openngs (floodC3 o a) Top of bottom floor (including basement or enclosure) 41. 5 ft.(m)co o b) Top of next higher floor N/A . ft.(m) U) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o 0 o d) Attached garage (top of slab) 41. 0 ft.(m) 0 o e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) 40.2 ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 39.0 ft.(m) Z' o g) Highest adjacent (finished) grade (HAG) 42. 0 ft.(m) u h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 T t I f II vents) in h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTI ST4E ftA 180 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE LVVkfF4Jf8/18/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unif Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 202 FRIESIAN WAY CITY STATE ZIP CODE Company NAIC Number SANFORD R. 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. 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 E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(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 _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available), E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are conect 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 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMAassued or communityassued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G6. DATE CERTIFICATE OF G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAN' 'OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 69, BAKERS CROSSING PHASE 1, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: NOTE: D.R.H. TITLE COMPANY OF FLORIDA INC. THE FINISHED FLOOR ELEVATION OF THIS FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA STRUCTURE MEETS OR EXCEEDS THE LEEROY BROWN AND VARINE D. BROWN THE REQUIREMENTS SET FORTH IN THECHMORTGAGECOMPANY, I , LTD. CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). BELGIAN WAY PI_ CENTERLINE OF RIGHT OF WAY --),I I WALK IS a ' No alN 1.5' OFF N Ui N 00 6=89'43'04" R=25.00' L=39.15' CB=N44'26'02"W C=35.27' NOTE w 2 0(/ o Of 4 U O` w 3 J O a =. FO V) Y O:,: 0 o z :.. U L___N89'34'3_0_"W_. ., Ir 25.00' WALK IS .`:. 1.5' OFF I 1 LOT 104 1" = 30' GRAPHIC SCALE 0 15 30 S89'17'34'E 60 00' d 6 FENCE IS 0.2_ OFF ___ ____ 41NAGE EASEMENT - II I "6' WOOD FENCE LOT 69 N II r Q , 26. T 7.3' G o i O i O 3' i O i r-- i ONE STORY CONCRETE BLOCK o I RESIDENCE '^ ' FINISH FLOOR O ELEVATION=41.54 COVERED ENTRY 4.0' I 17.3' 11. T 19.3' 3' C CONCRETEDRIVEWAY; 10' UTILITY EASEMENT q ` A=2'25'58" I 1_4°D0o' WALK IS N89'17'34"W1.525'' OFF CB=SOO'47'29"E 34, 58' C=4 25' m 0aa a 7.3' i I i I FENCE IS ON LINE LOT 70 U) N N d' O 0 n_c , 5 LS #4FND671 (08/15/03"IRON ROD )NU CAP WALK IS 1. 5' OFF IN PC vOoi' 3g284. 25 ------408.74'_ _^ „PC PI N 89*17*34" W 492.99' '{V--{V•\ CENTERLINE OF-/ FRIESAN .WAY RIGHTOFWAY1. 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 8-15-03, 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 THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS S140NM HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTHERLY LINE OF LOT 69 BEING N00'42'26" E PER PLAT. FIELD DATE:) 4-24-03 REVISED: SCALE: 1 = 30 FEET OUNDATION/FINAL 15- 03 CKB APPROVED BY: GKB _ [LOT PLAN 3-13-03 CKB TRACT A 50' RIGHT OF WAY LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 4 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 5/ W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBb6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- ( 407) 426-7979 FND 1/2" IRON ROD NUMBER ILLEGIBLE (08/15/03) Q FND NAIL AND DISC LB # 4671 (08/15/03) SET 1/2" IRON ROD AND CAP LB # 6393 (08/15/03) CNA CORNER NOT ACCESSIBLE L. DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE. CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE 10 IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND 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 STATUTES. JOB NO. ASM32907 DRAWN BY: LOT FIT 3-10-03 JML E MODEL 11-27-02 JML PLOT PLAN 11-26-02 . FIT 5-2-01 JML J V V8A FOR V. WILLIAM R. M SCATELLO JR. PSM#49 CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: 6),3 —f Y 99 Date: — 2-:W ' U The undersigned hereby applies for a permit to install the following electrical: Owner's Name: —D —2 Address of Job: Electncal Contractor. Residential: Non -Residential: Number Amount Addition, Alteration, Repair (Residential & Non -Residential New Residential. - AMP Service SD 35 New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other I I Description of Work: I I Application Fee: 510.00 I TOTAL DUE: 5,UA) By Signing this application I am stating thal I am in compliance with City of Sanfo C:lectncal Code. Applicant's Signature E t;- -Q Q t SZ-c Z State License Number CITY OF SANFORD PLUMBING PERMIT APPLICATION P Permit Number: 3 r I°I Date: The undersigned hereby applies for permit to install the following plumbing: Owner's Name: ,c2 Address of Job:Switn:,.,, e. P.O. BOX 620027 Plumbing Contractor. OVIEDO FLORIDA 32762-0027 3994 Residential: Non -Residential: f` I k4, Number Amount Addition, Alteration, Repair (Residential & Non -Residential New Residential: One WMer Closet Z Additional Water Closet j 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 San lumbing C e. ' Applicant's Signature coj- State License Number ADVANTAGE PLUMBING, INC. OVIEDO FLORIDA 32762.0027407) 366.3994 Date: CITY ,)ANFORD PERMIT APPLICATION -) Permit No.: 03 N? 9 Job Address: --'O Z Ft-f es;1 at, t anr RL Permit Type: Building Electrical Mechanical Plumbing Fire Altttm/Sprtnkkr Description. of Work F . Additional Information for Electrical & Plumbing Permits Electrical: _ Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/ Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/ Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: Residential _Commercial _ Industrial Total Sq Ftg: Value of Work: S Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: 1 Parcel No.: (Attach Proof of Ownership & Legal Description) Owner/ Address/Phone: Haaw Ssa o % 5 - q t O ( fP2",. 0 1-1--t; N . tJP\T10Ni I . `' LtT1 QfL./N'sX , t 3 2 Z-Z Contractor/ Address/Phone:e::, lQ25( 3 ktrsF— tl ff1 RN p'F - State Licenso Number. CeC055 Contact Person: l7ATC CO 0 I iON) Phone &. Fax Number. la 153 Title Holder ( If other than Owner): N /r Address:.. . Bonding ' Company: N,6, Address: Mortgage Lender. Address: Architect/ Engineer • g tE O C fLoi? Phone No.: t00-4,B Address: 401 NSR• 434 St .1 t5J1) J P4&V S . R 32q 1 ,6r Fax No.: 40 4 (=r-14 — 4 O=-'a Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT'S TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDiNO YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property clot may be found in the public records of this county, and there may be additional permits required from other gostrnmental entities such as water management districts, state agencies, or federal agencies. Acce ce Zpe is verification that I will notify the owner of the Signature of Owner/Agent ate N Signature of Notary -State of FloridaDate O<FI ARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COM ISSION EXP. TULY 262006 Owner/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Special Conditions: of the requirements of Florida Lien Law, FS 713. UU 419 Je3 Agent Date Signature of Notary -State of Florida Date PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD 34330 MY COMMISSION EM. LY 26,2006 Contractor/Agent is V Personally Knoasr to Mo or Produced ID Date: CITY OF SAI1F(R PERMIT APPLICATION Permit No.' d ^' ` Date: 2 53 Joli ;Address: Pei it Type: V11, Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description: of Work: Additional Information for Electrical & Plumbing Permits Electrical:. Addition/Alteration Change of Service _Temporary Pole New AMP Service (# of AMPS ) Pl'umbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) PI mbing/Commercial: Number of Fixtures Number of Water &Sewer Drainage Lines Number of Gas Lines Lv Occupancy Type: _Residential _Commercial _ Industrial Total Sq Ftg:Value of Work: $ Type',of Construction: g C Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: _ (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: Y "252 16 W U 32, Nj Contractor/Address/Phone: ctt aA State License Number: C BC 055730 0 Cont.it Person: (UAwv t1vt_ Phone & Fax Number: _A -] 7 I I I C Zd A x (If other than Owner): Comp Arcliitect/Engineer 1 1 G 0 P Phone No.: i " 6 o M 7`f A6. _ 1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must -be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public recprds of this county, and there may be additional permits, required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: S Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Date: "Y _ `7 ' 3 Special Conditions: THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste Orlando, Florida 32822 102 MARYMM HORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04664 PG 1142 CLERKS # P-003006130 RECOFM OVW2M 1®s29s46 AM RECORDING FEES 6.09 RECORDED BY M Noldep 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) 51, 52 & 69 Bakers Crossing Phase I Plat Book 60, Page(s) 27- 29, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 i Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as 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: Ex iration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D. RJeZrt Inc. 0 awso ssistant ecretary Corporate Se91) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 0 day of 200 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a Delaware Corporation, on e a o t corpora iotn. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIALNOTARY SEA PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. ULY 26,2006 Notary Seal CERTIFIED COPY MARYANNE' MORGE CLERK OF CIR.GUIT 0013 {11 SEM INOLE C011 NTI. FLOW. WN .1 3 803 PEEST G 0iNITRQ L_ IS 7. tan' mwu on m Sentricon* Colony Elimination System Pretreatment Plan Agreement Dnte of Install : Contract Number PUCHASERS NAME AND ADDRESS Name ,• RU1 J t`zS ddress City/State/Zip ll t•r1 32vzZ Phone 8c Email Quarterly Payment Amount°,k 4t 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 Na Add City/State/Zip Phone & Email INSTALLATION ADDRESS: L_ bq 6N El5 O Kr i1SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: —,rRzt 2 DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed S1,000,000. 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 G0VEFLN 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; and 4. during those years, Inform the Customer of: a, any new or increased termite activity noted at the Stations b. any addition or, removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. TheCompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthobligation. The Sentricon PretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementfor J1,, er quarter (3mo period) payable on or before the end of the previous monitoring period. After thefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% peryear. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baitedfreefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct wood -soil contact, standing water. underpiertypestructure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or under thearea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insectinfestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. Failure ofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDINGSTATUTORYWARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF N'IERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY, CustomerexpresslywaivesandreleasesanyclaimsInanylawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in no eventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)it is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy or. sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that maybe activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. t. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that, All components of the Sentrlcon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon* System a. Apex will: (I)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)retrleve, or advise DowElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. 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. PAYMENTMEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex maN without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) interest shall accrue al the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred bN 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 in( 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 fueVor materials, stPlkc embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apc Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not t responsible for; (1)tcrmite 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 bee repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arlsing hereunde Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures f i 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 )) be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual bas and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties 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 writingTheApexCorporateOffice. 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-Inspectlon, whether the inspection was reques by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. After t Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a iT- IiD transfer fee payable to Apex within thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813-221-2847 800-929-2847 888-764-2847 877-459-2847 P S- Nil ' CO,,NTRL. Sentricon* Colony Elimination System Dretreatrnent Plan Ac reernent Date of Install : Contract Number UCHAS: ERS NAME AND .ADDRESS Name - D. Q . RouintJ } Address CoZE5p City/ state/Zip Qc219 Ns j. 7l 3!,Z_ Phone & Email caktiitY f uminattaizSvsten Quarterly Payment Amos in Sr First payment due on the Instal Anniversary Date) Any payment deemed 30 days past duewill result in the cancellation of this Warranty and justify removal of the Sentricon Sysei n. CUSTOMERS NAME AND A ':DRESS Name Address___ City/ State/ Zip_ Phone & E' S<ai? INSTALLATION ADDRESS: L ug SPECIAL OR COMMENTS NOTIFICATION ST% CK%R LOCATED: _W_Qj_kDAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will arrant the structure(s) against subterranean termite damage. 1f subterranean, termite dainage occurs to the described property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary repairs and pay tl>e 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. IIE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN TH rr LATONSHIP OF THE PARTIES. s.pex Representative Signature Date ustomer or Ageri, Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and it -cal laws., rifles, and regulations, and all applicable recommendations contained in literature provided by DowElanco: i install Sentricon* stations (the Stations) in the soil around the outside periTneter o: the sti -ucture(s). monitor those Stations for twelve months from the date hereof - during those years, add Recruit*- termite bait and remove it from the, Stations as a,ppropriate; and 4. during those years, inform the Customer of: a. any new or increased termite activity noted at the Stations b. any addition or removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following tl,e original twelve month obligation. The Sentricon Pretreatment Plan may be maintained for the LIFETIME of the identified property subect to the terms and conditions of this er quarter 3mo period y d f - ,Monitoring period. rY reementforS - _...:..:1 q ( period) payable on or before th., end o i pray ioi_. After c fifth year, and each year thereafter, Apex reserves the right to revise the quart r y payment amount, not to exceed 10`;'0 per year. lie Customer n1airants full cooperation with Apex during the ternn of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to infestation such as wood, trash, luinber, direct wood-L-soilco.Aact, standliig water under pier type structure, or as noted in "Special or Additional Comments". Vile Ciatolner also agrces to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under t,ne area(s) baited. At no time will damage caused to any portion's) of the. Strneture(s„ even by an active wood destroying i sect infestation, be file responsibility of Apex in areas where any of the conditions described in this Paragraph exist. Failure c!f Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this jmr graph. DISC _;AIMER: COMfP'ANY DISCLAIMS ALL OTHER N,' ARRAN'TIES, WT INHER XPR"SS OR, +EPLIED, TN CL; JDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAI ,I:S AN'r' IMPLIED WARRAINTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKINIANLIKE SERVICE. TWITHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED 1`0 AN EXPRESS WARILANTY. Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex for i;eghgence, torts, personal injury, death, violation of any statute, rifle, or regulation, loss ofuse, dinninutioti of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, trebic, or special damages if any hind, and it, no event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSIC.AL FACTORS: Customer understands and agrees that (I)it is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatment may have and (2)it is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy or sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general Terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and tite 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. 2. On expiration or termination of this Agreement, Apex and DowElanco or its representative arc authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentr•scon* System a. Apex will: (I)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)if 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. flUe Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of the Components-, and; (2)either agree with Apex cn tite use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the initial installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will immediately notify Apex in writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any wort: hereunder in avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement sh::11 be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make pay;nent when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees incurred by Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall bs it, Brevard County, Florida. If any part of this Agreement is held to be invalid or unenforceable for any reason, the remaining terms a::v conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change in applicable {sw, as it pertai as to the services promisee; '.;ercin, Apex reserved tite right to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITION'S Apex's liability under this Agreement will be terminate:'. if Apex is prevented from fulfilling its responsibilities under the terms of this Agreement by any reason of deiays in transportation, shortages of fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement dots not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact-, (4)furniture and' contents; (5)areas of exis''ing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of auy dispute arising hereunder; Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance: with tite rules and procedures for commercial arbitration of the American Arbitration Association 3r any successor organization, and in accordance with and subject to all tale 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 seg. The proceeding shall be governed by one arbitrator, and the location: of arbitration will be Brevard County, Florida at the offices of Apex or• its designee. The arbitrator will have the complete power to determine all issues of fact and law, and any determination of the arbitrators will be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis, and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEENIENT. The service Agreement signed at the time of purchase constitutes the entire .Agreement between the parties and 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 be relieved of any liability hereunder if Apex determines, in its soic discretion, that it is unable to prevent or stop further damage to Property from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this .Agreement must be made immediately in writing to The Apex Corporate Office. Apex is only obligated to perform under this .Agreement if the Customer allows Apex access to the identified Property, for any purpose contemplated by this Agreement, including but not limited to re -inspection., whether the inspection was requested by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from its effective date. .After this initial 12 (twelve) month period, Customer may transfer or assign this .Agreement with a S50.00, transfer fee payable to Apex within 30 thirty) days of the transfer of the treated Property. Tradcmar k of DON'Elanco Brevard Area 508 S Plumosa St. Merritt Island, FL 32952 407-459-2847 800-929-2847 Orlando Area 7006 Stapoint Ct. #G W interpark, FL 32792 407-858-0540 888-764-2847 Tampa/Sarasota Area 5314 Faulkenburg Rd N Tampa, FL 33510 813-221-2847 877-459-2847 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm pool Electrical: New Service — # of 9MPS Addition/Alteration Change of Service Temporary Pole. T 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 W er 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 od.Ur l- clan X) Parcel 9: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name &'Address: -MA.TR_` ,Q V Am tirimn License Nu Phone & Fax: 4 >M MA Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this. jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AiR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will bJe- one r comp ce with a31'applicabic:hws rep;ul>tngconstructionandzoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMME EM T MAY RESULT ifs YOl I1: TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, C. SUL 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 restrictio applicabl o this p periy that. a found to the public'records of this county, and there may be additional permits required from other governmental enti ' s such as agement.istr ic ,state agenctes, or f de ai agencies_ Acceptance of permit is verification that I will notify the owner of the property o t Signature of Owner/Agent Date Print Owner/Agent's Signature of Notary -State of Florida Date Owner/Agent is _ Personalh i noccn to ,Me or Produced 1D APPLICAl ION APPROVED BY: Bldg: Zoning Initial & Date) i Special Conditions: 1''' rre nu gr hlo a en Law S 713. S 3D 3 Si ure of Contactor/Agent Date Aberl a D4 tC5 Sa Pri Contractor Asent's Name Signature of No-ry State of Florida Date Contractor/A2e-: i _ Pc,,.naiiv Known to Me or Produce":D Initial & Date) I:D MIRINDA C. TURNER EiP p yd Bmded Thlru Notary Public Underwn'ters Limited Power Of Attorney I hearby name and appoint: Craig Coulton and 2 1=7 each agent's of D.R. Horton Inc. bsaD f To be my lawful attorney in fact to act for me and ply The Buildina Dept. of: . I to o o For a residential permit for work to be performed at: Lot # : (0q Subdivision Address: 2oo 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 Contract r This foregoing in trum nt was acknowledged before me this: Date: By: Richard B. Ladd ( Contractor ) Who is personall kr c6n to me,.;,_., Stat "of Florida ; OFFICIAL NOTARYSEAL PATRICIA COULTON Cou ty of Oran NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. TULY 26,2006 Notary Public Siq•nature Notary Seal CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT I. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing inter and exterior. Show all components of wall section. 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: Garages/Carports S.F. Porch(s)/Entry(s) S.F. Patio(s) S.F. Conditioned structure S.F. Total (Gross Area) S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATU ' By Owner or AuthoT&d Agent) L_ COUNTY OF SEMINOL[ IMPACT FEE STATEMENT lSSU[D BY CITY OF SAHFORD STATEMENT NUMBER 103-75425 DATE: PERMI lf''.BUILDING Y> COUNTY NUMBER: UNIT ADDRESS: TRA I:— F I C ZONE: JURISDICT ON: RNG: __ PARCEL: TRACT: PLAT BOOKn PLAT BOOK PAGEn OWNER NAME: ! ADDRESS --- ------- ------\-'--!------' ------- APPLICANT NAME: ADDRESS: LAND USE CA7EGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction LIBRARY CO -WIDE O SCHOOLS CO -WIDE O STATEMENT /' ~ RECEIVED BY: PLEASE PRINT NAME) dwl unit $ 54.00 1 $ 54.00 dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,285.00 SIGNATURE: / DATEx NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND NSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: l-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 AR[ ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL LIBRARY CO -WIDE O SCHOOLS CO -WIDE O STATEMENT /' ~ RECEIVED BY: PLEASE PRINT NAME) dwl unit $ 54.00 1 $ 54.00 dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,285.00 SIGNATURE: / DATEx NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND NSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: l-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 AR[ ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRIT7EN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE!: 1101 EAST FIRST STREET, SANFOR0, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANF8PD BUILDING DEPARTMENT 30O NORTH PARK AVENUE CANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP L[ FT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING CITY OF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number: ` t I Date: T3 Os The undersigned hereby applies ff r''apermit to inl 0, A/stall the following electrical: Owner' s Name: "- , . Address of Job: 20 ;z / /'i's "o•_,, • vvQ G _ Electrical Contractor. `orr fit( ;,Z /"ld r TJuc _ vi`e s.C_ . Residential: • Non -Residential: Number Amount Addition, Alteration, Repair Residential Non -Residential New Residential: AMP Service New Commercial AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other: Descrf tion of Work: Application tree: $10.00 TOTAL DUE, D, o By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code, plicant' s Ego9ture S000 3/S" • State License Number 200 A UNDERGROUND METER BASE-i 2" NIPPY F 1/16/02 225 A RAINTICHT MULTI CKT W11 SO A 0 C K T 0AIN UG 20l: AMP roiloc PANEL- NSIDETEPANEL 1 RAAo .'AREA, 2/0 ALUM,SER CABLE L:CH 114INC aRal::;To 2 CONDUIT BY FPC I - #4 BARE CU TO l:pOUND 6 FT. GRO JNDING RODS 8 FT, APART ELL..'TRICAL ',RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALLCOUPLYW/ APPLICABLE :'ROVISICNS OF THE NATIONALELEC. 000E LOCAL CODE:;), AND THE LOCAL POWER :QLOADCENTERSWILLBE ; E. Cq EQ w,Q 4. 4 M GER LN GBAK PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 69, BAKERS CROSSING PHASE 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 69 CONTAINS 6438 SQUARE FEET t THIS STRUCTURE CONTAINS 2168 SQUARE FEET t TOTAL CONCRETE 538 SQ. FT. t TOTAL SOD 3732 SO. FT. t O A=89'4SO4" R=25.00' L=39.15' CB=N44'26'02"W C=35.27' BUILDING SETBACKS MLW 50' FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' BELGIAN WAY API _ CENTERLINE OF RIGHT OF WAY NO al N I W J U U I LI 3 J < Q 0 Q 0 L iw Id A=2'25.58" ' R-100.00' L=4.25' C8=S00'47'29"E C=4.25' PC PI CENTERLINE OF RIGHT OF WAY FLOOR SLAB ELEVATION MUST BE 1 e" ABOVE CHOWN OF ADJACENT ROAD UNLESS OTHERWISE APPROVED LOT 104 I S89-17'34"E 60.00' j 5' DRAINAGE EASEMENT I LOT 69 bII II DRAINAGE TYPE A "' I I 17.6' a.3' iI I 26.7' o I 1 I 8.3' I I I W 35.0' II z PROPSED o o W QI1794e4{ 1 FINISH FLOOR o I 0 ELEVATION=41.5 I < I I I I - A'/cm I 1 1 4.0' 17 j' 11. 7' 19.3' .. 3, 1 I1IOIuil 1' = 30' GRAPHIC SCALE O 15 30 9/ 3: LOT 70 1ITY10' UTILITY ST MiA 19 0 N89' 17'34"W 34.58' ' R. N a iO N OI 84_25 --_-- N 89' 17'34" W FRIESAN WAY TRACT A 50' RIGHT OF WAY 408.74' - ^ PC 492.99' --- tom PREPARED FOR: LEGEND D.R. HORTON BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POO POINT ON BOUNDARY 1. ELEVATIONS SHOWN ARE PER LOT GRADING POL POINT ON LINE PLANS PROVIDED BY THE CLIENT. RIGHT OF WAY LINE PROPOSED ELEVATION PCC POC POINT OF COMPOUND CURVATURE POINT ON CURVE PROPOSED DRAINAGE FLOW OR PD OFFICIALRECORD PLANNED DEVELOPMENT THIS MODEL SIZE WAS REVISED TO FIT 0 CONCRETE DENOTES DELTA ANGLE L DENOTES ARC LENGTH THIS LOT PER RICH WATKINS. LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF P) PER PLAT PT DENOTES POINT OF TANGENCY THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION M) MEASURED TYP TYPICAL LIST FOR CONSTRUCTION. CALC) CALCULATED A/C AIR CONDITIONER ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FND C/W FOUND CONCRETE WALK CBW RP CONCRETE BLOCK WALL RADIUS POINT FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES s/w SIDEWALK R RADIUS ONLY. THIS IS NOT A SURVEY CP PB CONCRETE PLAT BOOKPAD CS CONCRETE B CHORD LENGTH THIS IS A PLOT PLAN ONLY PIGS PAGES R/ W RIGHT-OF-WAY SO, FT. SQUARE FEET MOD MODIFIED I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE EASTHERLY LINE OF LOT 69 BEING N00'42' 26" E PER PLAT. FIELD DATE: REVISED: 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. SCALE: 1 = 30 FEET APPROVED BY: GKB JOB NO. ASM32907 DRAWN BY: PLAN 3-13- 03 CKB RIAL LOT FIT 3-10-0 JML AMERICAN SURVEYING & MAPPING iEMSE MODEL 11- 27-02 JML j CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 RIAL PLOT PLAN 11-26-02 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA LOT FIT 5- 2-01 JML 32801- (407) 426-7979 FOR THE FIRM 4 DATE MiTek° MiTek Industries Inc. 1*5 Nod 00ef folly he, Sub 300 Chesterfield, MO M11 USA March 14, 2003 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4593548 thru I4593561. Total: 14 drawings. Job : DR 1. 79413 Builder :D.R. HORTON Location :STANDARD MODEL 1794, ELEVATION 13%o(—C9' County :SEMI.NOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 14 Truss drawing. 2) Truss Index. March 14, 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 DR1794B Trusses included=14 0,"\DR1794B\a.tre" 14593548 1,'1DR1794B\al.tre" 14593549 2,"\DR1794B\aglAre" 14593550 3,"\DR1794B\ag2.tre" 14593551 4,'1DR1794B\asl.tre" 14593552 5,"\DR1794B\as2.tre" 14593553 6,"\DR1794B\b.tre" 14593554 7,"\DR1794B\bg.tre" 14593555 8,"\DR1794ft.tre" 14593556 9,"\0R1794B\cg.tre" 14593557 1 0,"\DR1 794B\d3.tre" 14593558 1 1,"\DR1 794B\j3.tre" 14593559 12,"\DR1794B\m.tre" 14593560 13,'1DR1794B\s.tre" 14593561 No.4516# Y 40S'3"ATE OF.' t V March 14, 2003 WARNDYO - VerMy design parameters and READ NOTES ON TBZS AND REVERSE SIDE BEFORE USE. 1 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. Applbability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - -- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuff OST-88 Quality Standard, DSB-89 Bracing Spectflcatlon, and HIS-91 WelkHandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrla Drive, Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS c7 Q WEBS J5 Ocr o U a s'ti UO a IL 0 ce a cs BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N e— MiTek° TM CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 Job- rus Truss Type ty y STANDARD 1794 B ELEV. 14593548 DR1794B A ROOF TRUSS 22 1 Job Reference (optional) s Feb 19 003 MiTekIndustries, Inc. Wed ar age 1-q 6-2-5 11-10-3 17-6-0 23-1-13 28-9-11 35-0-0 j76-0-QIi 1-" 6-2-5 5-7-13 5.7-13 5-7-13 5-7-13 6-2-5 1-M Scale = 1:61.9 4x6 = 5 6.00 F12 3x4 i 3x4 4 6 5x6 i 5x6 3 7 ' 2 8 9 T 1FarIo 3x6 = 14 13 12 11 10 3x6 = 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 9-0-4 17-" 25-1t-12 35-0-0 9- 0-4 8-5-12 8-5-12 9-0-4 Plate sets . 1: 11: - - LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) -0.16 12 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.67 Vert(TL) -0.36 12-14 >999 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.10 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 181 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-6-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS ( lb/size) 2=1717/0-8-0, 8=1717/0-8-0 Max Horz 2=-2030oad case 5) Max Uplift 2 = -709(load case 4), 8=-709(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-2781, 3-4=-2500, 4-5=-1762, 5-6=-1762, 6-7=-2500, 7-8=-2781, 8-9=17 BOT CHORD 2-14=2452, 13-14=2045, 12-13=2045, 11-12=2045, 10-11 =2045, 8-10=2452 WEBS 3-14=-317, 4-14=446, 4-12=-681, 5-12=1158, 6-12=-681, 6-10=446, 7-10=-317 NOTES ( 4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 709 lb uplift at joint 2 and 709 lb uplift at joint 8. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.# 6634 trti WARNING - Ve ft design parameter and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent 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, DSO-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI $3719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ , 'A" For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the MiTek/Gang-Noll Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c3 WEBS J5 Cr O o V uN O a vO r- a ce c cc 10 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 40,10 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, M11 MiTeko TM PANEL CLIP FORM018,019 O Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job- rus I russ lype ty y STANDARD 1794 B ELEV. 14593549 DR1794B Al ROOF TRUSS 1 1 Job Reference (o tionap s e I e n ustrles, nc. a ar 1 age 1-0-q 5-8-8 i 10-10-8 16-0-8 1 18-11-8 1 24-1-8 29-3-8 35-0-0 1-M 5-8-8 5-2-0 5-2-0 2-11-0 5-2-0 5-2-0 5-8-8 1-M Scale: 3116'=1' 4x6 = 4x8 = 5 6 6.00 Fl2 3x4 i 3x4 4 7 5x6 i r 5x6 -- cc v 3 8 0 2 9 1 10 v 0 3x6 = 16 15 14 13 12 11 3x6 = 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 3x4 = 8-3-8 16-0-8 18-11-8 26-8-8 35-M 8-3-8 7-9-0 2-11-0 7-9-0 B-3-8 Plate Offsets[3:0-3-0,0-3-01,[6:0-5-4,0-2-01,[8:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) -0.15 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.64 Vert(TL) -0.32 11-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TU 0.10 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Udell = 360 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-2-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (Ib/size) 2 = 1717/0-8-0, 9 = 1717/0-8-0 Max Horz 2 = 188(load case 4) Max Uplift2 = -698(load case 4), 9=-698(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-2821, 3-4=-2569, 4-5=-1896, 5-6=-1705, 6-7=-1896, 7-8=-2569, 8-9=-2821, 9-10=17 BOT CHORD 2-16=2484, 15-16=2128, 14-15=2128, 13-14=1705, 12-13=2128, 11-12=2128, 9-11 =2484 WEBS 3-16=-274, 4-16=398, 4-14=-621, 5-14=551, 6-14=0, 6-13=551, 7-13=-621, 7-11 =398, 8-11 =-274 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 698 Ib uplift at joint 2 and 698 lb uplift at joint 9. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 rl' WARNING - Ver{ fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with Mliek connectors. This design is based only upon parameters shown, and is for an Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbrcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrloation, quality control, storage, dellvery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® r Symbols 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. 8„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 4011' continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS C2 c7 J5 a:WEBS o _ o O r- a ce c7 ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Mai MiTek° TM PANEL CLIP GANG -NAIL OO HYDRO,A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job. russ I russ type ty y 1794 B ELEV. 14593550 DR1794B AG1 ROOF TRUSS 1 1 Job Reference (o all A- sFebI e n ustnes, nc. a Mar age Tt-0-q 7-3-8 14-0-8 20-11-8 27-8-8 35-0-0 $6-0-Q i 1-" 7-3-8 6-9-0 6-11-0 6-9-0 7-3-8 1-" Scale = 1:61.4 4x8 = 4x6 = 6.00 F12 4 5 5x6 i 5x6 3 6 n q n 2 7 cn 3x4 i 14 13 12 11 10 9 3x4 5x6 = 5x8 = 7-3-8 14-0-8 18-8-0 20-11-8 27-8-8 35-0-0 7-3-8 6-9-0 4-7-8 2-3-8 6-9-0 7-3-8 Plate Offsets -1 -4 , -1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.08 2-14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.13 2-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.02 10 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 246 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 5-3-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-10 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 857/0-8-0, 10 = 2081 /5-4-0, 7 = 444/0-8-0, 12=102/5-4-0, 11 =-50/5-4-0 Max Horz 2=168(load case 4) Max Uplift2 = -406(load case 4), 10=-683(load case 4), 7=-282(load case 5), 12=-70oad case 4), 11=-57(load case 6) Max Grav 2=913(load case 6), 10 = 2081(load case 1), 7 = 542(load case 7), 12 = 106(load case 6), 11 = 5(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-1131, 3-4=-377, 4-5=553, 5-6=726, 6-7=-248, 7-8=35 BOT CHORD 2-14=901, 13-14=897, 12-13=245, 11-12=245, 10-11=245, 9-10=117, 7-9=121 WEBS 3-14=185, 3-13=-753, 4-13=437, 4-10=-1140, 5-10=-774, 6-10=-767, 6-9=179 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL= 1.33. 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) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 M1120 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 lb uplift at joint 2, 683 lb uplift at joint 10, 282 lb uplift at joint 7, 7 Ib uplift at joint 12 and 57 lb uplift at joint 11. 8) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 10 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 tr3 WARNING - Verify design parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. ss mmm 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. Applloablllty 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 brIbeing 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 Handling Installlna and Bracing Bocommendatlon available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13i4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 Q WEBS J5 Cr o_ o QOU a s u O a ce c, u BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko O TM PANEL CLIP FORM018,019 G- ® 1/yORO AIR ®- ' Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is'to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job. suss russ ype ty y 1794 B ELEV. 14593551 DR1794B AG2 ROOF TRUSS 1 1 Job Reference (optional) I s Feb 19 2003 Mi'-ekIndustries, Inc. Wed Mar 12 1: age r1-0-Q 6-2-5 11-10-3 17-6-0 23-1-13 28-9-11 35-0-0 $6-0-Q 1-M 6-2-5 5-7-13 5-7-13 5-7-13 5-7-13 6-2-5 Scale = 1:61.9 4x6 = 5 6.00 F12 3x4 i 3x4 q 6 5x6 5- 5x6 3 7 2 8 1?1 9 o )a0 3x4 = 14 13 12 11 10 3x4 = 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 8-8-0 17-6-0 26-4-0 35-0-0 B-8-0 8-10-0 8-10-0 8-8-0 Plate Offsets ( ;Y):[3:0-3-0,0-3-01,[7:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.47 Vert(LL) -0.14 8-10 > 720 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.57 Vert(TL) -0.24 12-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.03 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 272 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-14 oc purlins. BOT CHORD 2 X 4 SYP-No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-10 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1253/0-8-0, 10=1914/0-8-0, 8 = 268/0-8-0. Max Horz 2=-203(load case 5) Max Uplift2 = -546(load case 4), 10=-800(load case 5), 8=-292(load case 5) Max Grav 2=1253(load case 1), 10=1914(load case 1), 8=382(load case 7)' FORCES ((b) - First Load Case Only TOP CHORD 1-2 =17, 2-3=-1804, 3-4=-1538, 4-5 = -748, 5-6 =-748, 6-7 = 560, 7-8 = 282, 8-9 =17 BOT CHORD 2-14=1590, 13-14=1144, 12-13=1144, 11-12=263, 10-11 =263, 8-10=-249 WEBS 3-14=-339, 4-14=492, 4-12=-691, 5-12=250, 6-12=589, 6-10=-1625, 7-10=-399 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; porch right exposed;Lumber DOL= 1.33 plate grip DOL = 1.33. 3) All plates are 2x4 M1120 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 546 lb uplift at joint 2, 800 lb uplift at joint 10 and 292 lb uplift at joint 8. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 r. .1 1•; WARNING - VerVy design parameters and READ NOTES ON TBTS AND REVERSE SIDE BEFORE USE. ®ram Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation. of component is responsibility of building designer - not puss -- designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling Installing and Bracing Recommendation available from Truss Mate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mitek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 m J2 J3 J4 TOP CHORDS Ca c ccWEBS J5 0 _ o U3 '' ; O a is M O a C8 C7 C6 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N M1 MiTek® PANEL TM CLIP HYDRO -AIR Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is {o camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job' Truss Truss Type Qty Ply STANDARD 1794 B ELEV. 14593552 DR1794B AS1 ROOF TRUSS 1 1 optional) ACLU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Fri Mar 14 14:17:24 2003 Page 1 2-8-0 i 5-1-11 9-11-13 14-10-0 17-4-0 24.6-12 32-4-0 . P-4 2-8-0 5-1-11 4-10-3 4-10-3 2-6-0 7-2-12 _ 7-9-4 1-0-0 Scale = 1:59.4 44 = 6.00 12 5 3x4 10x12 i 6 4 3x6 IN 5x6 7 3 5x8 i 2 i o4x12 = y 13 8 3.4 = 502 = o 11 10 6.00 12 5x8 = 2x4 11 3x6 i -2-8-0 7-9-12 15-4-0 17-4-0 24-6-12 32-4-0 2-8-0 7-9-12 7-6-4 2-0-0 7-2-12 7-9-4 Plate Offsets X,Y : 2:0-0-13,0-1-9 , 2:0-7-15 0-0-4 , 7:0-3-0,0-3-0 , 11:0-6-0,0-2-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.91 Vert(LL) -0.44 2-13 >944 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.93 Vert(TL) -0.73 2-13 >568 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.33 8 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deFl = 360 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 2-2-10 oc purlins. 1-4 2 X 8 SYP SS BOT CHORD Rigid ceiling directly applied or 5-0-4 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=1719/0-8-0, 1=1612/0-8-0 Max Horz 1=-214(load case 5) Max Uplift8=-712(load case 5), 1=-628(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-610, 2-3=-3896, 3-4=-3348, 4-5=-2062, 5-6=-2118, 6-7=-2176, 7-8=-2948, 8-9=35 BOT CHORD 2-13=3694, 12-13=2473, 11-12=2036, 10-11=2501, 8-10=2505 WEBS 3-13=-1106, 4-12=-1015, 5-12=1602, 6-12=79, 6-11=-431, 7-11=-766, 7-10=182, 4-13=1038 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 1 considers parallel to grain value using ANSUTPI 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 capable of withstanding 712 lb uplift at joint 8 and 628 lb uplift at joint 1. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr v Suite 300 Chesterfield, MO, 63017 Cert. #6634 AWARNINO - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for on Individual building component to be — Installed and loaded veitloalty. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- — designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drlve, Madison, WI53719. F Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 1/8 F/8„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS ca Q Q WEBS IJoSRI ;OaO a C7 CO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® O TM PAN CLIP EL General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4, Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 Job - Truss Truss Type Qty Ply STANDARD 1794 B ELEV. 14593553 DR1794B AS2 ROOF TRUSS 5 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Fri Mar 14 14:18:09 2003 Page 1 2-M 5-1-11 9-11-13 14-10-0 17-4-0 1 24-0-12 32-4-0 33-4rT 2-8-0 5-1-11 4-10-3 4-10-3 2-6-0 7-2-12 7-9-4 1-0-0 Scale = 1:60.4 46 = 6.00 12 5 3x4 1Ox12 i 6 4 7x8 3x6 7 3 5x8 2 U.4 = 8 4 14 A3 9 4 3x4 = 5x12 = 12 11 10 3x4 = 6.00 L12 5x8 = 2x4 II 35-M 3x6 1/ r -2-8-0 7-9-12 15-4-0 17-4-0 24-0-0 24-6-12 32-4-0 i 2-8-0 7-9-12 7-6-4 2-0-0 6-8-0 0-6-12 7-9-4 Plate Offsets X,Y : 2:0-0-12,0-1-8 , 2:0-7-7,0-0-0 , 7:0-4-0,0-3-4 , 12:0-6-0,0-2-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) 0.25 2-14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.42 2-14 >735 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.16 11 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 210 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except* TOP CHORD Sheathed or 4-5-0 oc purlins. 1-4 2 X 8 SYP SS BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 1 Row at midpt 6-12 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=-94/0-8-0, 1=1028/0-8-0, 11=2397/0-8-0 Max Horc 1=-214(load case 5) Max Uplift8=-380(load case 6), 1=-411(load case 4), 11=-999(load case 4) Max Grav8=226(load case 7), 1=1028(load case 1), 11=2397(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-386, 2-3=-2154, 3-4=-1694, 4-5=-612, 5-6=-590, 6-7=-467, 7-8=1185, 8-9=34 BOT CHORD 2-14=2039, 13-14=1092, 12-13=325, 11-12=-1413, 10-11=-922, 8-10=-920 WEBS 3-14=-845, 4-13=-881, 5-13=251, 6-13=623, 6-12=-1033, 7-12=1958, 7-10=110, 4-14=828, 7-11=-2351 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; porch right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 1 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 capable of withstanding 380 lb uplift at joint 8, 411 lb uplift at joint 1 and 999 lb uplift at joint 11. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#4 516 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.96634 t o ;4 WARNING - VerM design pammetsrs and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss -- - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, qualify control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property sec.urely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 other. o WEQ 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O 10M-2— joint and embed fully. Avoid knots and wane plates /e" from outside edge of 0. o at joint locations. truss and vertical web. o 4. Unless otherwise noted, locate chordsplices at /4 len th + 6" frompanel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in Ji 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. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 x 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MITek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019G-Nal HYORO A/R ® Job, russ Iruss type ty y 1794 B ELEV. 14593554 DR1794B B ROOFTRUSS 2 1 Job Reference (o tionap sFebI e Industries, nc. a Mar age t-0-0 5-1-4 I 9-8-0 1 14-2-12 1 18-11-0 1-0-0 5-1-4 4-6-12 4-6-12 4-8-4 Scale = 1:35.2 4x6 = 4 6.00 F12 2x4 2x4 3 5 6 it2 Io 3x4 = 7 3x4 = 5x8 = 3x8 9-8-0 18-11-0 9-8-0 9-3-0 i Plate Offsets ( -1 Edge), LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) -0.04 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.50 Vert(TL) -0.20 2-7 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 84 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-7-12 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (Ib/size) 6 = 868/0-3-0, 2 = 971 /0-8-0 Max Horz 2=133(load case 4) Max Uplift6=-336(load case 5), 2=-419(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1262, 3-4=-919, 4-5=-919, 5-6=-1238 BOT CHORD 2-7 = 1109, 6-7 =1076 WEBS 3-7=-325, 4-7=472, 5-7=-288 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 336 lb uplift at joint 6 and 419 lb uplift at joint 2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Or v Suite 300 Chesterfield, MO, 63017 Cert.#6634 r'1ti WARNING - VsrVy design pamnwtsri and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be _ Installed and loaded vertically. Appllc rblllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent 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-89 Bracing Specification, and HIB•91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrlo Drive, Madison, WI $3719. Symbols Numbering system General safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 3 4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties,. TOP CHORDS 2. Cut members to bear tightly against each c2 73 other, o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate O , cr joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a ti at joint locations. truss and vertical web. 00 a o 4. Unless otherwise noted, locate chord splices at /a length(' b" from C, panel adjacent joint,) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. b. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional McTek® engineer. 15. Care should be exercised in handling, ll PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG -NAIL ® f/YDRO,A/R® - Job. russ russ ype ty y 14593555, DR1794B BG ROOF TRUSS 1 1 Job Reference to tional) sFebr e n ustrres, nc. a ar age 1-0-0 4-3-8 8-0-8 11-3-8 15-0-8 I 19-4-0 20-4-0 i 1-M 4-3-8 3-9-0 3-3-0 3-9-0 4-3-8 1.041 Scale = 1:35.6 4x6 = 2x4 11 4x8 = 4 2x4 11 5 2x4 II 2x4 I I a42x 6.00 12 2x4 I I 2x4 2x4 2x4 1 3 6 r y x II 2 x x I 7 r1 r? vif 8 Io 2x4 2x4 11 2x4 11 2x4 II 2x4 II 109 3x4 = 3x4 = US = 5x6 = B- 0-8 11-3-8 19-4-0 8- 0-8 3-3-0 8-0-8 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 0.26 Vert(LL) -0.04 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.12 7-9 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TU 0.03 7 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 123 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-5-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-0-13 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS ( Ib/size) 2 = 981 /0-8-0, 7 = 981 /0-8-0 Max Horz 2=-106(load case 5) Max Uplift2 = -408(load case 4), 7=-408(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1359, 3-4=-1085, 4-5=-977, 5-6=-1085, 6-7=-1359, 7-8=17 BOT CHORD 2-10=1189, 9-10=977, 7-9=1189 WEBS 3-10=-247, 4-10=222, 5-10=0, 5-9=222, 6-9=-247 NOTES ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 408 lb uplift at joint 2 and 408 lb uplift at joint 7. 7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.# 6634 f rti WARNING - Ve ft design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. S of DesignvalidtotuseonlywithMITekconnectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-68 Qualify Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 1 3/4 *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 14„ Ye T For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS C2 ca Q WEBX[I J5 o _ o ac U O a O a ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 attwwhichbearings (supports) occur. MiTeke TM PANEL CLIP FORM016,019 G —L ® HYORC.AIR® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job6 russ Truss Type ty y b I ANUAHU 1794 B ELEV. 14593556 DR1794B C ROOF TRUSS 2 1 Job Reference (optional) sFeb1 e ndustnes, nc.Wed Mar age 5-5-0 11-3-0 12-3-0 5-5-0 5-10-0 - 1-0-0 Scale = 1:21.6 4x8 = 2 6.00 12 1 3 4 I 0 3x8 11 5 3x4 = 2x4 11 3x4 = 5-5-0 11-3-0 5-5-0 5-10-0 Plate 0 ffsets 1: - - , -1-21, [1:0-2-12,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) -0.01 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(TL) -0.03 3-5 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 3 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Udell = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS (Ib/size) 1 = 507/0-3-0, 3 = 611 /0-8-0 Max Horz 1=-93(load case 5) Max Upliftl=-195(load case 4), 3=-279(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-530, 2-3=-526, 3-4=17 BOT CHORD 1-5=463, 3-5=463 WEBS 2-5 =108 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL=1'33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 1 and 279 lb uplift at joint 3. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 r tti WARNING - Verijy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to.be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss _ designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbicinq of the overall structure Is the responsibility of the building designer. For general guidance regarding labrbation, quality control, storage, delivery, erection and bracing, consult OST-88 OualRy Standard, DSB•89 Bracing Specification, and HIS-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb MKDrive, 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. T For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. J2 J3 J4 TOP CHORDS c2 Q 0 WEBS J5 Cc o _ 0 0U d 1ti v M 0 O a c8 c7 cs 0 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 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. M! MiTeke O PANEL TM CLIP FORM018,019 MYDQOya®Q.®. Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job6 russ Iruss ype ty y 4 . 14593557 DR1794B CG ROOF TRUSS 1 1 Job Reference (o tion dserenustr'es, nc. a ar :1 age 1-0-0 5-10-0 11-6.0 1z-8-0 1-0-0 5-10-0 5-10-0 1-0-0 Scale = 1:22.6 4x6 = 3 2x4 11 2x4 11 6.00 12 2x4 I I 2x4 I 4 2 at 5 10 2x4 11 2x4 I I 2x4 11 2x4 11 6 3x4 = 2x4 11 3x4 = 5-10-0 5-10-0 5-10-0 Plate Offsets ): 11: - - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) -0.01 6 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.20 Vert(TL) -0.03 4-6 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 52 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=620/0-8-0, 4=620/0-8-0 Max Horz 2=83(load case 4) Max Uplift2=-282(load case 4), 4=-282(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-546, 3-4=-546, 4-5=17 BOT CHORD 2-6=481, 4-6=481 WEBS 3-6=110 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 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 282 lb uplift at joint 2 and 282 lb uplift at joint 4. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 t rti WARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component 6 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 brl3cing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and.HIB-91 Handling Installinq and Bracing Recommendatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. B„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca ca CrWEBS J5 O _ o oU a 1 ti u UO o ce v ce r- BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® PANEL TM p,// tf - CLIP OAN6-NAIL ® I7 I DRD.Aip General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. o russ Iruss I ype ty y 1794 B ELEV. 14593558 DR17948 133 ROOF TRUSS 1 1 Job Reference to all sFebr e Industries, nc. aMar 12 age i -1-0-0 3-0-0 3-8-0 6-8-0 7-8-0 1-M 3-M 0-8-0 3-0-0 1-M Scale = 1:15.2 4x6 = 4x6 = 3 4 6.00 12 0 S 2 944 6 I 2x4 = 2x4 11 2x4 = 8 7 2x4 11 3x8 I 3x8 11 0-8-0 3-0-0 3-8-0 6-0-0 1 0-8-0 2-4-0 0-8-0 2-4-0 0-8-0 Plate Offsets dgel, e ,[5:0-0-8,1-0-51 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.23 Vert(LL) 0.00 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) 0.01 6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Weft = 360 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 6 SYP No.2ND, Right: 2 X 6 SYP No.2ND REACTIONS (Ib/size) 2=458/0-8-0, 5=458/0-8-0 Max Horz 2=-55(load case 5) Max Uplift 2=-242(load case 4), 5=-242(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=35, 2-3=-471, 3-4=-369, 4-5=-471, 5-6=35 BOT CHORD 2-8 = 360, 7-8 = 369, 5-7 = 360 WEBS 3-8=95, 4-7=95 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1,33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242 lb uplift at joint 2 and 242 lb uplift at joint 5. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 5. 6) Girder carries hip end with 3-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 70.51b down and 44.91b up at 3-8-0, and 70.51b down and 44.91b up at 3-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 8) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 1) Regular: Lumber Increase =1 .33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-3=-74.0, 3-4=-80.2, 4-6=-74.0, 2-8=-20.0, 7-8=-21.7, 5-7=-20.0 Concentrated Loads (lb) Vert: 8=-70.5 7=-70.5 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 t tti WARNING - Ve ft design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsiblltty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consuB OST-68 OualBy Standard, DSB-89 Bracing Specification, and HIB-91 1Tek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. F_ I Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 13/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property Ye securely seat. J2 J3 J4 owner and all other interested parties,. TOP CHORDS 2, Cut members to bear tightly against each other. o WEBSNOQ 3, Place plates on each face of truss at each For 4 x 2 orientation, locate o a ,Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a _ at joint locations, truss and vertical web. Fo a 4. Unless otherwise noted, locate chord splices 4 length(+ 6" from ce o at panel adjacent joint,) BOTTOM CHORDS This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8, Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15, Care should be exercised in handling, PANEL PN TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 HYDRO,A ' ® . ,. Job. russ Truss 1 ype ty y ANDARD 1794 5 ELEV. 14593559 DR17948 J3 ROOF TRUSS 2 1 Job Reference to tional) s e r e n ustnes, nc. a Mar 1age f-0-0 3-0-0 1-0-0 3-M Scale = 1:10.3 6.00 12 2 1 4 2x4 — 3-0-0 3-0-0 LOADING (psf) • SPACING 2-0-0 CSI DEFL in (loc)_ I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 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 FBC2001 Matrix) 1 st 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=254/0-8-0, 4 = 26/Mechanical Max Horz 2=103(load case 5) Max Uplift3 = -91 (load case 5), 2=-118(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-62 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 118 lb uplift at joint 2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 61 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 r tti VerVy design parameters and READ NOTES ON T117S AND REVERSE SIDE BEFORE USE. WARNING Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Addltlonal temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSS-89 Bracing Spectflcatlon, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. ® i Symbols PLATE LOCATION AND ORIENTATION 1'i44to- * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 40" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 ca WEBS 4J5 01 O cr cr a sti UO a C8 C1 c6 I Q BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N tee® MiTek® HYORD-AW TM PANEL CLIP Genera! 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 14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated Lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. JobL russ russ ype ty y STANDARD 1794 B ELEV. 14593560 DR1794B M ROOF TRUSS 4 1 Job Reference (o tional) s e r e n ustries, nc. aMar 12 age 3 1-0-0 1-0-0 1.0-0 1-0-0 Scale = 1:5.9 6.00 12 2 4 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 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 FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = - 1 7/Mechanical, 2=179/0-8-0, 4 = 9/Mechanical Max Horz 2=55(load case 4) Max Uplift3=-23(load case 5), 2=-119(load case 4) Max Grav 3=28(load case 4), 2=179(load case 1), 4=9(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=-43 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 3 and 119 lb uplift at joint 2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 61 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 r rti A WARNING - Ver{ fy design parameters and READ NOTES ON TIRS AND REVERSE SIDE BEFORE EM. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - -- - designer. Bracing shown B for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 563 D'Onofrio Drive, Madison, WI63719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. 8 J2 J3 J4 owner and all other interested parties„ 8 TOP CHORDS 2. Cut members to bear tightly against each C2 73 other, o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ; 3 joint and embed fully. Avoid knots and wane plates/a" from outside edge of 0 O d at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at / 4 length(+ 6" from C, C6 panel adjacent joint,) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots, Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4000unlessotherwisenoted. 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 twwhichbearings (supports) occur. stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP J FORM018, 019 O !f d4N6-NAIL R I1V0 70.A fR Job. russ Truss Type ty y STANDARD 1794 B ELEV. 14593561 DR17946 S ROOF TRUSS 2 1 1 Job Reference (optional) ACCU-SPAN-TH,I s Feb 19 2003 Mi--ekIndustries, Inc. Wed Mar 1 age 1-5-0 4-2-15 1-5-0 4-2-15 tale = 1:10.2 4.24 F12 o 2 5 1 2x4 = 4 0-11-5 ii 4-2-15 0-11-5 3-3-10 Plate Offsets KY): -11, - - , [ - -1 ,1- -4 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.06 1 >380 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2 X 6 SYP No.2ND REACTIONS (lb/size) 3 = 75/Mechanical, 2=213/0-11-5, 4=28/Mechanical Max Horz 2=55(load case 3) Max Uplift3=-79(load case 5), 2=-99(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-5=29, 2-5=29, 2-3=-32 BOT CHORD 2-4=0 NOTES (5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 99 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pIf) Vert: 1-5 =-74.0 Trapezoidal Loads (pit) Vert: 5=-0.0-to-3=-78.5, 2=-1.7-to-4=-21.2 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - VerM design parurneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. o o Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss _ 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..Addiflonal permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding tabrkation, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 A S k® Handling Instailina and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl53719. 'v' e Symbols PLATE LOCATION AND ORIENTATION 1'/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS c2 c cc WEBS IJ5 od1 V Oce c7 ceOr BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORM018,019 HYAWMAIR® 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. L F FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1794 Builder. DR NORTON Address: ZOZ W0 Permitting Office: City, State.00Zi/ 32 Permit Number: owner. "1-), (2 ,iL Jurisdiction Number. Climate Zone: Central 1. New construction or existing New — 12. Cooling systems Cap: 36.0 kBtu/hr 2. Single family or multi -family Single family — e Central Unit SEER: 12.00 3. Number of units, if multi -family 1 — 4. Numbcr of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 1794 rt° c. NIA 7. Glass area Qr type s Clear - single Dane 260.3 ft= — 13, Heating systems Eleetric Heat Pump Cap: 36.0 kBtuft — b. Clcsr - 3oublc pane 0.0 ft' — a. HSPP: 7.80 c, Tintlotbcr. SHGC - single pane 0.0 A,_ d. Tkit/other SHGC - doable pane 0.0 ft° b. NIA 8. Floor types a. Slab -on -Grade Edge Insulatioft It 0.0, 202.5(p) S — c. NIA b. NIA c N/A 14. Hot water systems a. Electric Resistance Cap: $0.0 gallons _ 9. Wall types F: 0.86 msa. Concrete, Int Iul, Exterior ftR=3.0,1294.2 ' — b. Frame, Wood, Adjacent R-11.0, 300.0 R1 b. NIA c, N/A c. Conservation credits d. NIA MR -Heat recovery, Solare. N/A DHP-Dedicated heat pump) 10. Ceiling types a. Under Attic R=19.0, 1907.5 W — 15. HVAC credits PT, CF-Cciling fan, CV -Cross ventilation, b NIA HF-Whole louse fan. c. N/A PT -Programmable Thermostat, 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0,1.0 ft — MZ-C Multizone cooling, MZ-H-Mu itizone hearing) b. N/A Total as -built points: 24755 Glass/FloorArea: 0.15 Total base points:25693 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Flori a Energy Code. PREPARED BY: - DATE: i hereby certify that this building, as designed, is in compliance with the Florida Ene Code OWNERIAGENT: DATE: Review of the plans and spe ifications 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: FORM 60OA-2001 SUMMER CALCULATIONS r Residential Whole Building Performance Method A - Details PERMIT 4: ADDRESS: , , , BASE AS -BUILT GLASS TYPES' 18 X Conditioned X BSPM = Points Type/SC oveftng Omt Len Hqt Area X SPM X SOF = Points Floor Area 18 1794.0 25.78 324.9 Single, Clear NW 1.0 4.6 4.5 37.74 0.94 160.0 Single, Gear NW 1.0 9.5 3213 37.74 1.00 1232 8 Single, Clear NW 1.0 4.8 4.0 37.74 0.96 143.1 singia, dear SW 1.0 6.0 23.0 52.82 0,96 1169.E Single, Clear SW 1.0 6.0 23.0 52.82 0,96 1159,E Single. Clear SW 1,0 6.0 16.0 62.82 0.96 813.6 Single, Gear SE 10.0 7.8 40.0 56.64 0,47 1068.0 Single, Clear SE 1.0 12.0 16.0 56.64 1.00 905.9 Single, Clear SW 8.6 7.8 40.0 62.82 0.50 1053.4 Single, Clear SE 1.0 8.5 16.0 56,64 1.00 905.7 Single, Clear NE 1.0 5,0 13.0 43.65 0.96 540.9 Single, Clear NE 1.0 6.0 16,0 43.65 0.97 678.1 Single, Clear NE 1.0 6.0 16.0 43.65 0.97 878.1 As -Built Total' 260.3 10516.0 WALL TYPES Area X BSPM Points Type R-Vaiue Area X SPM = Points Adjacent 300.0 0,70 210.0 Concrete. Int In3ul, Exterior 3.0 1294.2 1.40 1811.9 Exterior 1294.2 1.90 2489.0 Frame, Wood, Adjacentm 11.0 300.0 0.70 210.0 Base Total: 1594.2 2669.0' As-SulItTotal: 159tAreaX 2021.9 DOOR TYPES Area X BSPM Points Type SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 432 96.0 f rior 20.0 4.80 96,0 Exterior Insulated 20.0 4.80 Base Total: 38.0 12CB As-BuiltTotal: 38.0 1392 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Atdo 1794.0 2.13 821.2 Under Aldo 19,0 1807.5 Z82 X 1.00 5097.1 Base Total: 1794.0 387-12 As -Built Total: 1607.5 6097.1 FLOOR TYPES Area X BSPM Points' Type R-Value Area X SPM = Points Slab 202.5(p) -31.8 6439.E Slab-On-Grada Edge Insulation 0.0 202.5(p 31.90 6459.8 Raked 0.0 0,00 0.0 Base - Total' 6M.6 I As-BuiltTotal: 202.5 6459'8 EnergyCktlgeS DCA Form 60OA-2001 EnergyGauge VFIaRES'2001 F RCSB w32 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: EWg C,auge- DCA Form 600A-2001 EneT9YGau94/FI8RES'2001 FLRCSS V3.2 FORM 60OA-2001 a. WINTER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT #. AS -BUILTBASE GLASS TYPES 18 X Conditioned X BWPM =Points overhang Omt Len Mgt Area X WPM X WOF = Points Floor Area T /SCType/SO is 1794.0 5.86 1892.3 Single, Clear MN 1.0 4.5 4.5 12.E 1.00 54.9 400.6 Single Clear MN 1.0 9.6 32.8 12.23 1.00 Single, G2ar ISM 1.0 4.8 4.0 12.23 1.00 48.8 Single, Gear SW 1.0 6.0 23.0 9,22 1,01 . 214.3 Single, Clear SW 1.0 6.0 23.0 922 1.01 214.3 Single, dear SW 1.0 6.0 16.0 922 1.01 149.1 Single, Clear E 10.0 7.8 40.0 8.34 1.63 542.9 Single, Clear SE 1.0 12.0 16.0 8.$4 1.01 134.3 Single, Clear SW 8.5 7.8 40.0 9922 1.36 500,3 Single, Clear SE 1.0 8.5 16.0 8.34 1.01 134.7 S'ulgle, Clear WE 1.0 6.0 13.0 12.00 1.00 156.0 Single, Clear NE 1.0 6.0 16.0 12.00 1.00 192.0 Single, Clear NE 1.0 6.0 16.0 12.00 1.00 192.0 As -Built Total: 260.3 2934.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 300.0 1.80 540.0 Concrete, Int Insul, 6derW 3.0 1294.2 3.80 4918.0 Exterior 1294.2 2.00 2688.4 Frame, Wood, Adjacent 11.0 300.0 1.80 540.0 Base Total: 1594.2 3128A As -Built Total: 1594.2 5458.0 OOR TYPES Area X BWPM = Points Type Area X WPM = Points djacentF 18.0 4.00 MO Adjacent Wood 18.0 5.90 5.10 1062xterior102.0 20.0 6.10 102-0 Exterior Insulated 20.0 Base Total: 38.0 174.0 As -Built Total: 38.0 209.2 CEILING TYPES Area X BWPM = Points Type R Value Area X WPM X WCM = Points Under Aldo 1794.0 0.64 1148.2 Under Attic 19.0 1807.5 0.87X1,00 1572.5 Base Total: 1794.0 11482. I As -Built Totals 1807.5 1572.5 FLOOR TYPES Area X BWPM = Points Type R Value Area X WPM Points Slab 202.5(p) -1.9 384.8 Slab on4Wa Edge InsulationI 0.0 202.6(p 2.50 506.3 Raised 0.0 0.00 0.0 Base Total: 384,8 As -Built Total: 202.5 508 3 EnergyGaugcO DCA Form WOA,2001 Energy3augeMaRES'2001 FLRCSB v3.2 M FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:... PERMIT # BASE INFILTRATION Area X BWPM = Points AS -BUILT Area X WPM = Points Winter Base Points: W5.8 VWinter As -Built Points: 10177.0 Total Winter X System = Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier Credit = Multiplier Heating Points Points Multiplier DM X DSM x AHU) 10177.0 10177.0 1.000 1.00 1.078 X 1.16o x 0.95) 0.498 1.188 0.438 0.950 0.950 5025.6 5025.6 5455"8 0.6274 3423.0 EneWrz,auge- DCA Fom 60OA-2001 EnergyGaugeWlaREM001 FIRCSS vas I FORM 60OA-2001 1 TING& CODE COMPLIANCE Sus WATER HEA Residential Whole Building Performance Method A - Details ADDRESS:,,, BASE WATER HEATING Number of X Multiplier = Total Bedrooms 3 2564,00 7892.0 PERMIT #. AS -BUILT Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As-SUI1t Total: 7870.9 EnergyGau9eTM DCA Forth 600A-2001 EnagyGau9e F aREa 2001 FLRCSS V32 FORM 60OA-2001 ti Code Compliance Checklist Residential Whole Building Performance Method A Details PERMIT #: ADDRESS',,, 0 t; xv b:= - — - Heaters 612.1 Comply with ofiictency requirements In Table 6-12. Switch or clearly marked circuit breaker electric R as ust be ed. E&rnal or b9lit-11119112121129—ull ling Pools & Spas 612-1 Spas & heated pools must have covcrs (except solar heated). Non-commercial pools must have a pump Umer. Go$ spa & Pool heatere must have a minimum thermal Distribution Systems 1610.1 insulation 1604.1, 602.1 EnergyGaugew DCA Form 60OA-2001 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ceilings -Min. R18. Common wails -Frame R11 or CBS R 3 both sides. Common oeiing & floors R 11, SnwgyG8ugmFIaRES2001 FLRCSB v32 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* - 84.3 The higher the score, the more efficient the home. resin 1. New consuuctien or existing Now — 17. Cooling systems Cap: 36.0 k family2. Single of multi -family Single family _ a. Central Unit 1200SEER; 1Z.00 — 3. Number of units, if multi -family I — 4_ Number of Bedrooms 3 — b. NIA 5. It this a worst case? Yes r- 6. Conditioned tloor area (ft') 1194 fe C. N/A 7. Glass area & type a. Clear - single pane 260.3 W _ 13. Heating systems Cap: 36.0 kBtn/hr — b. Clear - double pane 0.0 ft' — s. Electric Heat purap HSPF: 7.80 C. Tint/other SHGC . single Pali 0.0 _. d. Tint/othcr SHGC - doublc pane W0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.3(p) ft — c. N/A r b. NIA C. N/A 14, Hot water systems a Electric Rcsiatance Cap: 50.0 gallons — 9, wan types a. Concrete, Int Insul, Exterior 3 1294.2 W — R= -0 + EF: 0.86 _ b. Frame, wood, Adjacent R-11.0, 300.0 W — b. N/A c. NIA c. Conservation credits d. NIA HR-Heat recovery, Solar e. N/ A DHP-Dedicated heat pump) l0. Ceiling types a. Under Attic R=19.0, 1807.$ ft' — 15, HVAC credits a -Ceiling fan, CV -Cross ventilation, b. N/A iIF-Whole house Fan, c. NIA PT -Programmable Thermostat, 11. Ducts a. Sup: Una Pet: Une. AH(Sealed):Garage Sup. 1t=6.0,1.0 8 — RB-Attic radiant barrier, W-C-Multizone cooling, b. NIA W-H-Multizonc heating) I eervfy that this home has complied with the Florida Energy Efficiency Codc For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features, Builder Signature: ` Date: A — Address of New Home: 114E!S W 1 L' City/FL Zip: 32 NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is-q! a Building Energy Rating. ifyour score is 80 or greater (or 86 for a US EPAIDOR EnergyStar `{designation), your home may qualifyfor energy efficiency mortgage (EEM incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1491 or seethe Energy Gauge web site at www.fsee.ucf edu for information and a list of certified Raters. For information about Florida's Energy Octeney Code For Building Construction, contact the Department of Community Affairs at 8501487.1824. EnergyCruge® (Version: FLRCS)3 v3.2) o 100 COMMERCE STREET. LAKE MA FOr. Nolm TD RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R .lob: Gs-1794 3.2b.o3 ILIX-TI '-ram Design Conditions 38 OF 32'F i-aar Heating Summary at loss 3a 0 i 1 effn r l2s 36636 Btuh Bkb Infiltration gLsWty Awrag. Akcrm es(rtcr.)r Heating we TRME Trade efldwyl H ailp t Heeling spamti Hea & co% 16M 166M 02202 0.410 il Equipment summary Xn Summer Design Conditions Uusde rib 93 "F jp 18 F 50 Rio vowbim dIfferwoo 43 gft Sensible Cooling Equipment Load Sizing ei oon 91 Mh svvlr 3n OF QTecWW BW Latent Cooling Equipment Load Sizing MM OM 1150 BUh 13276 Bk1h Total 1e2gb? tbed 5V Bbjh egpquip. TPJ04 bfalacetOZ0% Sw 8 t Cooling Equipment Summary Wgle TR* E Trade 78HSPF Effidemy Se Owkv 12stuh ZS= 2674100000Bhh o@ 47-F OF La 91 MOI >g Trial Bt 35 0 ibn0.045 0Bb.ih 1.033 dhv Cooing airflawbcbor ddm jh Load 9ensble heat r4O 82 % 8o/dlitslte valves Dare been manualry overniddan pMtUo b7,AOi. AtDnwealmqUoTaftCENlm".i7thEd. 20W-Mar.25 10:3445 ff WnghtSoft RigK. Suite Residential" 5.5.06 RSR26014 Page 1 TOGA E:1Flfes% DrHvdon20021172411794,mr RIGHT-i CALCULATION PROCEDURES A, B, C, D s „ Entire House Job: GB-1794 3.25.03DELAIRHEALING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746.5206 phone: (40 $31-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter f ftlim AVF _ 0.80 ach x 160 fe x 0.0167 — 222 elm 2 vvr& m4w bad 7819 Bbah 1.1 x = Cfm x 32 °F V i YwTD 3. wtter iris zam Him 7819 Bhlh 1 29B ft door area a 262 Btul1» Procedure B - Summer Infiltration HTM Calculation 1. &mxYlerirfiilh =AVF _ 0.40 ach x 16W fits x 0.0167 — 111 cfrn 2 &rrvW'rSrz6on load Z99 Bkjh 1.1 x III Cfm x 18 °F Surma TD 3 Summer iltlf b HIM 2199 Bw 1 2% W and door Wndo a a 7A BhM Procedure C - Latent Infiltration Gain 0.68 03 grAb moistdi f. x 111 ofm = 3275 Mh Procedure D - on"ipment Sizing Loads 1. Swable swing load smsa every 4m load 1.1 x S0 cfm vent Sensbe load for *uckxe dine 19) Igng aid WVWAM ser>sble 2 La6ert smn9 load Lala t ventrfadw Iced 0.6E x 50 Cfm vent irivii bads a 23D Irgralion IIwd from Procedure CSW Egriprrent sft bed - laW Cov xdlon Quality is a x 18 OF STD t x x 43 gfb moad>ff. a x 5 peopie + No. of Fireplaoas is 26401 Bluh 27391 Btu 0.98 2013 Bul 1474 Bhtr 32755 6900 ebb 0 Boldlitol a values have Deep mtnoally ova ldd JPtvdcxltoVOMpyACCAionisdaBregLrirerr>er1C6 2003- MO 10:34:45 wnVhtSC> ft Rlght-Sulte Reslden6gd°' S.5,05 RSR26o14 Page 1 ACM E:\Piles\GrHOHon2002\1704\1794.rsr RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDMONING,R Job: 013-1794 3.25.03 109 commaRCE STREET, LAKE MARY, FL 32745-6206 phone: (407) $31-2665 W S D W G L S S O G N H H N H D Y R L A W R A H L G C R R G T M A R A R W L Z E M D G Z L 0 X Y T FOYIW/DIN a n se a c n 0 n 1 1 90 10 1 1 90 1.0 1.0 1.0 3.0 4.5 1.5 5.0 76.4 47.4 4.5 328 0.0 0.0 a n se a c n 0 d 0 d 1 1 90 1.01.010 5.0 394 23 0 0.0 a n no a c n KIT NOOK a n no a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 23.0 0.0 FAM b n nw a c n 0 d 1 1 90 1.0 10.0 1.0 6.6 39A 40,0 0.0 MBR a n b n nw ne a a c c n n 0 0 d d 1 1 1 90 1 90 1.0 1.0 1.0 8.5 7.0 1.0 5.0 6.8 39.4 39.4 16.0 40.0 0.0 0.0 METH a in sw a c n 0 d 1 1 90 1.0 1.0 1.0 4.0 47.4 13.0 20 BR2 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47Q 16.0 2.0 BTH2 BR3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47A 16.0 2.0 UTIL I 2003-Mor-25 10:34:43 wnghtsoft Right -Suits ReoidendalTM 5.5,06 RSR26014 Page 1 g NMIesorHorton20041179411794-rsr RI,tpTd WORKSHEET ouseEnre DEL AIR HEATING,AIR CONDRIONING,R Job: rvs-i7sa 315.03 llg2 LoMmFRC5 STRUT LAKE maY. FL 32746.62OG Phone: 40 1.2ws WNUAL. hEil Nahed oam FOYLIVXXN lot 9.0 A NOM 9A ft 1 225 ft 58.0 It 130 x 25.0 ft Q 9A ft hmftdA ft 3 gpCttdllq Ors 4 Caa•=}3 Gatdit OpSa 93 tleAkml d 94 heat a 94160 txieal7aplA TwFECF m Area LOW) Area LW4 Hi Cie Arm UW PA in die OF) Am laad PA DFCSJRE m Htg G9 ( the G9 tR 5 Cross a 14B 2.1 0 t 0. 0. g ftdo W41 a 1C 37 '" 63>ti 0 ,... glimadoom b sC 37. M •, 0 .... Haft c SC 0 d 0 p f I 0. 7 wrl 4 d Naafi 23rawCaatrtp7 Mew 0 60 4098 41 - Z214 .... p 0 SOLM 0 .... 0 Naz 0 8 0{t1Efd0015 a 100 i4 9 378 178 455 25 0 0 0b11A11 0 0 p 0. Q 9 Net a 14B 4 21 5964 20 Is 17 63 0 b 13C 1 0 0 RI d 0 0 lu 00 0 0 0p 0 p 0 U i 0. 10 C Tfnp a 18D I. 1 30M 4023 `sm 723 301 135 0 0 0 0 0 0 0 0 d a0 a o 0 0 0 i a 11 FlFloma 22A 25 a. me 0 9 0 b 0. 0 0 0 0 P 0 4 0 0 0 p 0 0 0 0 0 110m) f 0 12 ftd ha5on e 7 7d19 za zi 13 SLJ)MbSF648.+11+12 10'Y IN 151 ToWli s=13k14 3 I 16 mom 300 0 ISO Codnetedl a6C 2 00 9B4 - 11Ao 19 Taal RSN gsn 17 19)'PLF 100 "" { 1D0 1200 100 W AirneQuied (dmn)l Pri "Acamvied ACCA10 meet Of remkwe&ofManualJ-M Ed 2o03-Mar29 10;74:45 wr +ght Right -Suite Residential'" 8.5.06 RSR26014 page 1 EkRl MNOrHortom2002ll794ll794.rsr gGHT4 WORKSHEET tire ouse Jobs OB.1794 325.03 DEL AIR HE"NG)UR CONDMONING,R 109 C2MMESQ STREET LAKE MAIM R 327goag ehggi 407 a 1-2665 MANlY1L.17h Ed FAM M N$ 10S ft Bn 105 R 1 NM*dm" 2 lslVcf8PmW%d S.5 i230ft 174 x 20.0 ft1S0x15.0 ft 20.0 x 10,51t 14A x 10S ft 9d ft tfeod 4 Cdnd OPx+ 94 1 -1 1 94 haeMo7d 94 Ytetbod LmdAm ) GS Ate3 taadW) H9 a0 A+ twd(B JppOF) p IRE m Htu p9 Of) Hrg Ctg M) 99 5 Gcos9 a UB l 21 ..» ..,. 0 ,. 0 D 13C 00 1 0. 0. 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Items a 7 tdf v 0 0 o o 413 0 4 Le 00Brtb11 eBi'Ig ,.,. lr traAia 14 15 Tdaibn 13+14 gm 01Bmtpah6Pbopk A P "" 43g017SjMFSN33w7'O2+78 _ 0 0ISIESSfE< 6 Caofr rtbu>30r1 1 493 19 TdaiW g i?r 1748W Im M iml 40 217 1 OD 2D AkIMW M 0" Gp 3M 0 0 1301 p-txA ACGAiomeet d d Maud, 7ih Ed tom Mar•25 10:54:45 wrsQl tsOft RfphtSufte Reviderdiel'"' 5,5.06 RSR26014 Page 2 I le E:\Ftes\DrHorton200211724\1794.fsr PG]'T WORKSMEET bre I DEL AIR HEATINGAJR CONDITIONING,R$1 Job: GB-1T94 3 28.03 10o COMMER TRH AKE MARY RL 327 208 ne 4 7 9St-2665 M NIAL17hEd LRIL 1 NwedroOm 0.0 ft W ft 8.0 R 2 l da d 8.0 x 11.4 fr 10S x 13.0 ft 80 te F10 ft 4 cmalCtdan 8A heetla>oi 9.4 I+e and SD Mop CST Ci9 Am Lad( ) Aree LOWW) H4 CIO AM la0d FW F46® HV HACId9 117E NO Hip I R' Cb w) 5 doss a UB 4, 2.1 1 1 01 w b 190 3 1 v d a a V*Wmard a 1C 31 1 gassdoora b SC 37. Fgairy c 9C 38. 0 d 0. 0 e a f 0 7 V*dontaW M 0 41 oass,) oais 0 loa Haz8 C*wdoas a 10p 14 9. 0 0 b11A110 D C 0. 0. 9 Wet a le 21 0 1 189 135 b W 1 0 wdlbardC0p 0 0 d 0 00. 0 10 CeRv a lm t. 112 c a CiT 0 1 b 0. 0 0 d 0 0 f011 Fbaa a 22A 234 0. 0 0 ftmemb0 pa} rder cQ b 0. d 0. Q 0 0 0 0. foretab a 0. 0 0 1= 5) f 12 lydk don a 7A 0 118 18 13 Si bw*8LW11+12 112Meg 15 ToWloes= 13+1a 1Z3 •• 0 11 @ggT2m141 """" 17 S&btRSHwi'.7+w*" 5 0 Ltvda 6ss ccchwvd 0 Is 19 IQ 19D 1A0 WASH 418 7 Plinloutaer d ACCA mest I of Nlar1tWJ-M Ed. ws'4gti> Csoft R ght Sui1B ResitlOnt{al"' 5.8.08 RSR26014 2003 Mar•2510c3de 3 Page 3E:1FIIsslOrHorton2CO21i794Yt 794.rut 14 SO, FT, GVINGARGE 374 SO. FT, ENTRY 16 SQ. FT. IANAi 83 SQ, FT. 70TAL 2275 SO. FT. 4' bath duct to root COP _ r/Eon-light S' both duct to roof cap w/fan ca J V'z-J IN o 0 4 ED v >- _ Q]N Must have a minimum clearonce of 4 inches around the air handier per the State Ener9Y code. Ali duct has c o 00 s Y A C z b z BUILDER: D. R. H OR TON PLAN ; 1794 LOT SUBDIVISION DATE: 3. 25.03 DRAWN BY. lEJH REVOSIONOS 12e1 Per ATE BY He*,N. Ar ConAlmMa & J efj-jgcration,kc, 109 c mmffc-e 5veet 5ulte 11Ci bake NW4 PI.32146 -6206 pho: 401631-2669 Vat: q01-3 853 Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 milemasters.xls Updated: 3/18/2002 PAGE DESCRIPTION DRAWING #! REPORT # SERIES INDEX 1 MASTER FILE NUMBER 1 JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 . 2' DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW` FLEX0028 1000 3 JINSTALLATIONINSTALLATION`DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION FLEX00 29 INDEX MASTER FILE NUMBER 2 FLEX002 0 1000 4 INSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW INDEX''. 6 MASTER FILE NUMBER 3 ;:: - INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS FLEX0016 1000 1500 & 2000 6 INSTALLATION DETAIL W/#8 SCREWS FLEX0026 11000,1500 &. 2000 INDEX.... 7 MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW FLEX0018 . 1000 & 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 12000 9 FL ANG.E INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 11000,1760 & 2000 10 fLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 11000A760 & 2000 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX0037 1000,1750 & 2000 INDEX 12 MASTER FILE NUMBER 5 SLIDING GLASS DOOR INSTALLATION WITH TAPCONS IFLEX0021 1500.1000 & 2000 13 SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS IFLEX0027 1600,1000 & 2000 INDEX,_ 14 MASTER FILE NUMBER 6 . . FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 100011600 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE,CAPACITIES 1HMFLGTR 100011500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DE51ON PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES . 1HMFIN 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1 HMFLG 1000 / 1600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFIN 1VMFL0 1100011500 1100011500 21 FLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1VMHMFLG 1000 / 1600 22 • FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES INDEX 23 MASTER FILE NUMBER? 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 / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLG 2000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 2000 31 FLANGE VERTICAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES 12VMFLG, 2000 Page 1 of 1 milemasters.xls Y to st cm Q ALTTY WINDOWS BY FLORIDA EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1A 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. 20.00 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-210-2089-1 180" 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 CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETVEEN WINDOW 6.woo F LANGE l WOOD 3uCK ` STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) SEE NOTES) WINDOWHEIGHT PERIMETER CAULK BY OTHER'' ONE BY WOOD - SUCK BY OTHERS CAULK BETWE-N WOOD BUCK t MAS'Y. OPENING BUCK WIDTH BY OTHERS SHIM AS PEO'D. INSTALLATION ANCHOR FLANGE TYPE 11/4' MAX. 3/16' DIA. TAPCON WINDOW FRAME (SEE NOTES) SHOWN (SEENOTE 9) JAMB INSTALLATION ANCHOR 3/16' DIA. TAPCON SHOWN (SEE NOTE 9) —\ CONCRETE OR MASO.+RY OPENING iY OTHERS CntC7CNT I n GC I-1/A- MIN. GLASS (TYP.) EMBEDMENT (SEE NOTES) lv l 1 CAULK BETWEEN WINDOW FLANGE i WOOD BUCK PERIMETER SHIM AS REO•D. CAULK 1/! MAX. BY OTHERS SEE NOTES) WINDOW WIDTH , FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BETWEEN HEADER WOOD BUCK tSECTIONB—B „AS'Y. OPENING BY OTHERS BUCKHEIGHT FLANGE TYPE WINDOW FRAME SILL WINDOW HGT. I K. WINDOW WTH. TAPCON LOCATION CHART CALL TIP TO LOCAI;0NS 11` HCADILOCATIONS IN JAVB 1 PSI, up PSF TIP 50 srr TOIia F L02 74 x 26 C.0 C.D LJ LJ 7a x 38 3/8 C0 BN.E I.J.K.L I;J.K.L 7` X 50 5/8 C.D C,0.E I,J.K.L G, H,I,J u 32 1 6 1/A X 6 L. L.L 1..K.L D33 I iGE 1/a % 38 3/8 I B.C. I I,J.K,L .I I,J.K,La11/1 X 50 `:` B,C.C.- a'. E.O.E I=.C.O.-.F I,J.K,L G.M.I.JK.L T22 I X 6 L.L. I .-. . I.J I,J . T23 I x 38 3/3 B.0 .£ O.E.F LJ,K.L LJ.K.LITax505!8 B.C.O t C.O.E.r I.JK.L I J K L M2 L.U.c L.0 I,J. .L I;J.K,L M3 121 X 38 1/8 B.C,C.- ' I. A .'-.O.E.F I,J,K,L I I,J.K.L Ma t D x I,J K L 6020 72 % 2A J . I.J 6030 72 X 36 C.0 B.C.D.- U LJ.K.LI604077X48CDB.C.O.E I,J,K,L I,J K.L 0 0 84 x 24 L, I.J 7030 84 X 36 B.0 .E c.C,O.E I,J.KA I.I.K.L 704E a X 18 B.C.C.- C.0.E I,J.K.L I,J K,L 8020 96 X 24 Z. .L L 6030 96 X 36 B.C.0 C,D.E I,J,K,L K, I,JL BOa aA B.C..^.£ 4B.C.DE.F LJ.K; G MI,J.K _ 9020 108 X 24 0 1. I, I.J.K,L 9030 108 X 36 B.C.C.£ I B.C,: I,J,K,L . I,J.K,L a as B CG.- , O.E A.B.C..E.F I JK L K I T0020 120 X 24 I,J CJ i(,L 10030 720 X 36 I8.0 :.E a,.C,O,E.: II,J,K,L LJ.K.L 10040 120 X 48 8.C.O.-. A.C,D.-.F I,J,K,L I,J.K,L H 1 J B ELE NATION a VIEWED FROM EXTERIOR v CAULK BETVEEN d SILL STOOL BY OTHERS py IA VINDOW FLANGE PRECAST SILL t PRECAST 'SILL V/ VULKEM Il6 BY OTHERS i 1Y.Dl'I''pY ADHESIVE CAULK OR ' PROVED EOI.. SECTION A-a- 2 12002 vf, I A0 PREPARES 3, PR30UCT t APPLICATION E,x.1•NE:RING. INC., 250 all NOTES: , 1) SHIM AS AEO'D. AT EACH INSTA ATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERV.:: ALUM'NUM AiLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN- EMBEDMENT'OF 1-1/4- INTO MASONRY OR CONCRETE. a) USE SIUCONIZED' ACRr.IC CAULK BEHIND WINDOW FLANGE AT HEAD d: JAMB$. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SA AROUND EXTERIOR OF WINDOW FLANGE. 6) IF. EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY. LISTEO WITH NEXT LARGER SIZE.. FOR THE APPROPRIATE DESIGN PRESSURE REO;O. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMEN-S OF ASTM E1300 IGUSS CHARTS. 8) LETTER CESIGNATIONS ON THE TAPCON LOCUTION CART INDICATE WHERE TAPCON ANCHORS ARE TO E- INSTAL -PO WHEN uS.NG THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED r.OLES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED WI'.1 /d S-REWS OF SUFFICIEN' LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 10) APPUCATION OF VULK-'/ IIE A-'HEST/E CAULK AT ERAME SILL MUST COMPLY WITH SEALAN MANUF-CTUP-?'S RECOMMENDATIONS. 11) WHERE WINDOW IS IN--A'-LED I% MASCNRY OPENING WITH A STRUCTUAL TWO BY BUCK. USE s•0 SCR-'mS OF SUFFICIENT :ENGTH TO ACHIEVE 1- 3/6- MIN. EMBEDMENT AT a.L IN_TALLATION FA=-ENER LOCATIONS. PKVT., SU:TE 250. MEA*.-=J.. F_=P:SA 5-716 PHOME 7)7 $0`---0365 FAX a0, SHEATHING CAULK BETVEEN BY OTHERS WINDOW FIN L SHEATHING INSTALLATION ANCHOR 08 SCREW STUC 0 OR SIG;NG BY THERS PERIMETEIR CAULK BY OTHERS GL<ING.(TYP.) SEE NOTE 7) 1' MIN. TWO BY WOOD I3EDMENTr BY OTHERS I/a' MAX. SHIM S-r.CE SHIM AS REO'D. SEE NOTES) FIN TYPE WINDOW FRAME HEADER II II WINDOW HEIGHT WINDOW HEIGHT WINDOW WIDTH TWO BY WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) vINDOv WIDTH -«I 2 D.C. I i MAX. TYP.) F 1/4' MAX, SH!4 SPACE CAULK BETWEEN WINDOW f!„ t SHEATHING 1• MIN EMaEDME4T i r GLAZING (TYPJ I J PERI £TERSEENOTE7) CAULK EQUALLY 6Y OTHERS MEATHING SPACE BY DINERS ANCHORS FIN TYPE WINDOW STUCCO 02 JINSTALLATIONTYP) FRAME JAMB SIDING OTHERSRS ANCHOR +B SCREW B SECTION B-B r FIN TYPE MAX. 24O.C. . I6cTrP.) MAX. ( TYPJ WINDOW FRAME y, jl 6' MAX. (TYP.) SILL ELEVATION VIEWED FROM XTERIOR MARBLE SILL STOOL HT OTHERS vrLt'4::.:rtx.:] .vT'-.j•:r3sla .'^.'Yl.a N9Ic5' PERIMETER i) SHIM AS RE0'0. ADJACENT To. EACH INSTALLATION ANCHOR. MAX. ALLOWA2LE SHIM STAG( TO CauLK By OTHERS I gTp ',(' I} 7/4 v»' yl+ CAlf1 : BE 1/4'. 2) WINDOW FRAME MATCRMI: ALUMINUM ALLOY 6063. 449R D.4 E UDCR5 3) INSTALLATION ANCHOR MUST BE OF SUFFIC:ENT LTM. TO ACHIEVE MIN. EMBEDMENT OF I- T INTO WOOD FRAME MEMBER. fc , Y i Y7 ;Lfi /._,_ a) USE SIUCONREO ACRYLIC Caulx BEHIND WINDOW FIN AT HEAD. SILL C JAMBS. 5) USE SIUCON ZED ACRYLIC - CAULK FOR P£R.aETER SEAL AROUND EXTERIOR OF WINDOW FRAME. INSTALLATION I/ a• $ HIn `" ---" PACE MAX. 6) GLASS THICKNESS MAY VARY PER THE R£CJIREM£NTS CF ASAR M E1300 GLASSCHTS-. 7) INSTALLATION FASTENERS AT 6" MAX. FROM COF.NERS AND MAX. 2i O.C. DESIGN ANCHOR a8 SCREW INSTALL PRESSURE CAPACITY OF INSTALLATIONS, W'7H ANCHOR SPACING AS STATEO. IS 70.0 PS, FOR STUCCO OR - ALL AVAILABLE SIZES UP TO 73• X 71' MAX. SIDING BY OTHERS II SHIM AS REO'D. SEE NOTES) CAULK BETVEEN WINDOW FI„ SHEATH] IG1 rltN. REV DESCRIPTION DATE INI INTERNATIONAL, FLORIDA EXTRUDERS L'SHEATMINOBYOTHERSEM3EDMENTaY o DER°°° SANFORD, FLa TITLE: I NSTALLAT 7 ON D=TAIL W/r8 SCREWS SECTION A —A HnR7 v rnT:Ur F'TA1 IrTmnnw - CFRTFs I 212002 PREPARED Sri PRODUCT L APILICATIUN ENGINEERING. INC.. L711 INItKIw111Tu,t fRVT., :UIIL CW. MLA--f('JV, FL(F.D& _Zlla o UHL •.r OYJ'YJO] rnn ..r a I4p s SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIN t SHEATHING —\ INSTALLATION ANCHOR va SCREW STUCCO OR SIDING BY OTHERS — I PERIMETER CAULK, BY OTHERS G(SEENNOTE 7) WINDOW HEIGHT PERIMETER CAULK —• BY OTHERS A INSTALLATION ANCHOR ,IB SCREW STUCCO OR SIDING BY OTHERS CAULK BETWEEN WINDOW FIN L SHEATHING TWO BY WOOD I' MIN. BT OTHERS iEMBEDMENT` . jj Y /\ I 1/4' MAX. SHIM SPACE SHIM AS REO'D. FIN TYPE (SEE NOTES) WINDOW FRAME HEADER WINDOW WIDTH TWO BY WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) GLAZING (TYP.) -- SEE NOTE 7) 1NDOW WIDTH 24 O.C. FIN TYPE WIN FRAME MAX. FRAME JMH II (TYP.) ' 4 VINDOW / EOUALLY SPACE HEIGHT / / aNCHORS (TYP.) FIN TYPE , TWINDOWFRAME. BSILL t—j __Jj•• ww j MARBLE SILL A - .- STOOL HY 24' O.C. - ( TYP.) _ OTHERS. MAX. CTYP.) 6' MAX.(TYP.) 1/4' MAX. SHIM SPACE II I SHIM AS REO'D. SEE NOTES) I'MIK SHEAHING EMBEDMENT TWO BY WOOD BY OTHERS BY OTHERS SECTION A -A 1/4' MAX. SHIM SPACE PERIMETER / CAULK J BY CTMERS STUCCO OR SIDING BY OTHERS SECTION B-B CAULK BETWEEN WINDOW FIN L SHEATHING 1' HIM. EMBEDMENT i L SHEATHING BY OTHERS ALLATION 40P •3 SCREW NyT7 j; 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/ . 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO. - ACHIEVE MIN. EMBEDMENT OF I- INTO WOOD FRAME MEMBER. USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. L VATIO N - => USE SIUCONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. WIEWEO FROM XT RIOR 6) CUSS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHARTS. 7)IN$TALL INSTALLATION FATENERS AT6 MAX. FROM CYSRNERS AND MAX. 24 O.C. DESIGN PRESSURE. CAPACITY OF INSTALLATIONS WITH ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 119- x 4B 5/8 MAX. REV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD. FLORIDA TITLE: INSTALLATION DETA!L W/ #8 SCREWS HORZ. SLIDING FIN WINDOW xOx CONFIGURATION- SERIES 1000 i DRAWN BY: BB APPROVED BY: 11 DATE:12/17/01 SCALE: N. T. S. DWG.: FLEx0029 ONC 407 803-D)6S 407 9:1-0755 PREPARED BY: PRODUCT % APICATION ENWNECRING. INC.. 250 INTERNATIONAL PKVY_ S'.ITE 25D. NCATHROv. Rtw 72746 PM:Al P 4 ONE BY WOOD CONCRETE OR CONCRETE OR CAULK MAS'Y. er LNG INSTALLATION ANCHOR BUCK BY OTHERS MASO)XtY OPENING MASONRY OPENING BUCK t MA$'Y. O. _NING 3/15, DIA. TAPCON Br OTHERS 3Y OTHERS BY OTHERS B.V. BUCK WIDTH) I iHIC DHCHT ONE By WOOD 1/4• SHIM BUCK BY OTHERS I $?ACE MAX-A l-l/4• MIN. FLANGE TYPE cl CAULK BETWEEN EMBEDMENT WINDOW FRAME $H'n PS REC'G. WINDOW FLANGE 4 G JAMB (SEE NOTES) L WOOD BrK\ I I INSTALLATION ANCHOR 3/16• DIA. TAPCON 0JI/4• T SHIMMASPACEHAx. ; RIGID VINYL GLAZING BEAD GLASS (TYP.) SEE NOTES) O STUCCO I6YOTHERS SHIM AS R£0•D. PERIMETER (SEE NOTES) CAULK B.H. CAULK BETWEEN 8Y OTHERS (BUCK WINDOW FLANGE W.H.t WOOD BUCK o WINDOW - FLANGE TYPE HEIGHT) HEIGHT) WINDOW FRAME PERIMETERHEADER CAULK STUCCO GLASS (TYP.) By OTHERS BY OTHERS SEE NOTES) W.V. WINDOW WIDTH) CAULK BETWEEN - WOOD BUCK t SECTION B—B MA$•Y. OPENING NOTES: BY OTHERS RIGID VINYL I) SHIM AS REO'O. AT EACH INSTALLATION -CHOR. MAX. ALLOWABLE GLAZING BEAD SHIM STACK TO BE 1/4-. T YP') 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. I 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. PERIMETER FLANGE TYPE EMBEDMENT OF Y-1/4-INTO MASONRY OR CONCRETE. CAULK WINDOW FRAME 4) USE SILICON12EO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & BY OTHERS SILL - 116A SILL MUST BE ATTACHED TO THE SUBSTRATE WITH WLKEM 116 AGHESrv£ CAULK OR APPROVED EQUAL. ' 5) USE SILK)ONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. G 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ALI ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOP. THE APPROPRIATE DESIGN PRESSURE REO•D. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS'. CAULK BETWEEN V d 6) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WINDOW FLANGE 4 WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE 6 PRECAST SILL EXTERIOR ELEVATION AS A KEY. V/VULKEH 116 PRECAST SILL- SECTION A -A 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR ADHESIVE CAULK BY OTHERS SHOULD BE FILLED WITH /8 SCREWS OF SUFFICIENT LTH. TO,PROVIOE OR APROVED EOL. MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. K AT F-AM= SILL MUST 1\6 W.W. A — A 8 C D H.r-- I I 1 B 10) APPLICATION O. VULKEM 116 ADH£SNE CAUL ^ - COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 11) ONE AOOITIONAL FIELD DRILLED k INSTALLED ANCHOR IS REO'D. IN EACH JAMB ON THE FOLLOWING SIZES: "D25• (73.X 62). •026• 73 X: 71).-56M6OM- (65 X 71). h •50M6OM- (71 .X71). PLACE ANCHOR BETWEEN ANCHORS •G AND I• AND BETWEEN ANCHORS •H AND J- OVER 55 PSF ONLY. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL F TWO BY WOOD BUCK. USE /10 SCREWS OF SUFFICIENT LENGTH TO ACHIE•JE 1-3/8- MIN. EMBEDMENT AT ALL INSTALWION FASTENER H ' LOCATIONS. ON SIZES NOTED IN NOTE 111 ADD A 110 SCREW ANCHOR TO EACH JAMS FOR NOTED DESIGN PRESSURES. g GEI`TT&A:. I A ANUFA.CTlip,= p(, s A ELEVATION kASM VIEWED FROM EXTERIOR PPEPAarn By. PPODIf-T L APPLICATION E• CALL TIP TO LVLN IVIN3 111 1-[MW L1•_..,.l- 1. PLC Oosr 50 5: nsr 3oPSr Oi•Kf S I Z t I TIP TO TO TO 70 TO TO 50< r 7^. r P 7 .! IH2 26 1/2 X 26 C C C G.H GH C.H i.3 26 1/2 X 38 3/8 C C C G.M G.H G.H 1H4 26 1/2 X 50 5/8 C C C GH C.H c.H!.J 1H45 26 1/2 X 56 1/4 C C C G.H G,H GH,I.J IH5 26. 1/2 X 63 C C C G.H G.N I,J GH l.J 1H6 26 1/2 X 72 C C C G.M G.H.I.J J 22 X 6 H H 23 37 X 38 3/8 C C C G.H G. GH 24 37 X 50 5/8 C C C GH G.H!,J 45 37 x Sb 1/a C C C G.H G.H,I,J 25 37 X 63 C C C G.H G'm J G.MI,J 26 7 X 72J- C C C G.HI,J C.MI,J E,F,G.M,I,J 33 I/8 X o 53y 1/8 X 3B 3/8 C B.0 2.0 n G.H CH offG.M i 4 53 1/3 x 50 5/8 C B 6,C G. GHI.J GH,1.J 345 53 1/11 X 56 1/a C B,C 3.0 G.H,LJ GH,I.J E.F„G.MI.J 35 53 I/8 X 63 C B.0 c.0 GH.LJ GH.I.J EF.G.MI.J 36 3 1/3 X 77 C E.0 e.0 GHI,J EF.G.H.I.J E.F,GH.I.J 022 C23 74 X 38 3/8 B.0 e.LB.0 I -: A.3.C.0 G,H G.MJ.J 1:" GHJ.J 024 74 X 50 5/8 B.0 B.0 A,6,C.0 C.H'u GHJ.J E.F.G.H.I,J 0245 74 X 56 1/4 B.0 B,C 9.C.0 G.H I,J E.F.G.H,I,J E F,G.,.0 025 74 X 63 E C E,C A.9.C,0 G.H I,J E.F.G.H,1,J EF.GHI,J• 74 X 72 E.: B.0 1 ! 9 C.0 GH!,J Ei.G.H,LJ EF.G.HI.J- 2CM20M 24 X 24 20M30M 24 X 36 C C C C. G.. G.M 2OU40M 24 X 48. C C C G.H G.M G.HI20U46M24X54CCCG.H C,H G.H,I,J ZOMSOM 2+ X 60 C C C G.H GH GH.W M- v 4 X 7 C C C G,M. GHI.J G.14I J 3OU20M 36 X 24 H H H SOM3oM 36 X 36 C C C G,H G.H C.H 3OU30M 36 X 48 C C C G.M C.H,I.J GH.I,J 3OM40M 36 X 54 C C C G.H G.H,I,J G,M,I.J 3OM50M 36 X 60 C C C O,M GHJ•J. O,H,I,J 30M60M 36 X 72 C C C G.H.I.J GHJ,J E.F,G.H,I,J M M 4OW30M 48 X 36 C C 9.0 G,H G.H G.HLJ 40U40M 48 X 48 C C B.0 G,M CHJ,J G,HI,J 40W46M 48 X 54 C C 3.0 G,H G,M,I,J G.HI.J 40W50M 4B X 60 C C B.0 G.M.I.J C.M,I,J E.F.G.MI,J 4OUGOM 48 X 72 C C 9.0 G.H I:J E.F G.H,I,J F H 1 4 u M 46M3OM 4 54 X 36 C B.0 o,L 3.0 M G, H H G.H G.H G. M,1,J 46M40M 54 X 48 C B.0 B.0 IG.H G.MJ.J GH,I,J 46M46M 54 X 54 C B,C 3.0 G,H,I.J G,H,I,J EF,G.H,I.J 46M50M 54 X 60 C B.C. 6.0 G.H,LJ G,MJ.J E.F,G.H!•J abM- M 54 'X 72 B C S.0 G H I J. F 4 1 F MIJ 50u20M X { B,C o, G.H G.H G.M 5CM30M 60 X 36 C B.0 B.0 G.H I G. M GH.I,J 5OU40M 60 X 48 C B,C B.0 G.H O.HJ.J G,HI.J SOM46M 6C X 54 C B.0 -.0 G,H.I,J O.H,I,J EF.CH.I.J SOMSOM 60 X 60 C B.0 E.0 G.M.I.J CH•I.J E.F,G.H.1,J SOM60M 60 x 72 C B.0 3G G. E.F,G.MI,J 'E.F,GHI.J M M 66 • L A. 3 C." C,H G.H G.HJ,J 56X130M 66 X 36 E._ B.0 56M40M 66 X 48 B : B.0 A6.C.Q G.H G.M.I.J GHI,J 56M46M 66 X 54 B.0 'B.0 A.',C.0 G.H,I.J G.H.I.J E.F.G.H.L.) 55M5OM 66 X 60 E.0 B c A,6.C.'J G.HI•J E.F.G.H,I,J E.F.GHI.J 56M60M fib X 72 E C 6,C A.9.C.0 G MI,J E.F.GH.I.J EF.GH!.J• 60M_ 60M30M72 X' 36 B : B.0 A.B,CJ G.M G.M 0.MI,J 6DM40M 72 X 48 B.0 84 A.B,C.: G.H GH I.J G,H,I•J 6ou46M 72 X 54 E.0 B:C A,9,C.: G.H.I,J G,H.I,J E.F.G,H,LJ 60MSDu 72 X 60 C B r A.6.C.: G.H,I,J E.F,G.H.LJ E.F.',H.I.J 6 u M 72 X 72 B.0 B.0 A,B.C.: GHI.J I .. E.F.GH.I.J E : G.HI J• NADDITIONAL ANCHORS REC'D. SEE NOTE 11 FLORIDA EXTRUDERS INTERNATIONAL, SANFORD, FLORIDA TITLE: INSTALLATIEN DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW - SEP.i:ES 1000 DRAWN BY -BB I APPROVED BY: DATE: 10/23/01 SCALE: NITS DWG.: FLEX0020 k: Ni.. INC. 250 INTERNA•ICMAL PKVY_.:7:TE 254. MCAT-R]7.', FLI::7DA 32746 PHONE — 605-0365 Tax 407 805-036 I/ ri a ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE - 6 WOOD BUCK STUCCO J BY OTHERS PER!METERCAULK BY OTHERS RIGID VINYL GLAZING DEAD TYP.) CONCRETE OP MASONRY OPENING BY OTHERS O 4 CAULK BETWEEN (BUCKBVMOTH)-..1-1/4'MHim WOOD BUCK 6 ENT MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD 3/16' DIA TAPCON D BUCK BY OTHERS —\ 1-1/4' MIN. EMBEDMENT 1NSTALLAON ANCHOR 3/!6• DIA. TAPCON SHIM AS REO'D; 1/4' MAX. cSEE NOTES) FLANGE TYPE VINDOV FRAME HEADER GLASSTYP.) cSEE NOTES) BY OTHERS SHIM AS REO'D. 1/4- MAX. RIND VINYL (SEE NOTES) C' GLAZING .BEAD T YP.) T YP.)(SEE NOTES) — IF tl III / 1 \ ! O FLANGE TYPE -- - WINDOW FRAME JAMB CAULK BETWEEN p WINDOW FLANGE PERIMETER L WOOD BUCK CAULK BY OTHERS V.V. WINDOW WIDTH) t B.H. BUCKHEIGHT) CAULK BETWEEN WINDOW FLANGE 6 PRECAST SILL V/ VULKEM 116 ADHESIvE SECTION B-BCAULK, OR APRV'D. EOL. FLANGE TYPE PERIMETER WINDOW FRAME CAULK Sill BY OTHERS CAULK BETWEEN WOOD BUCK L MAS'Y. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS 916 PRECAST SILL < 9 W.W. A 4 'Y By OTHERS u A B C O NOTFS: SECTION A -A I q Pq1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4. D E 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4-INTO MASONRY OR 'CONCRETE- Ny 4) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH B - K B o VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL I t 5) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE F G N ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM CLASS CHARTS. 4: 11 V Q Ar,. E1300 d) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDIGTE H I 0 TAPCON LOCATION CHART SUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 309V TO 40PS: 1 P5= TO 70PSF 30,, 7 TO 40PV A! RSF TO 7C.S, SIZEFtd1/e x 25 8 8 F.0 F,G 1e 1/5 X, 37 3/6 8 B F.G F,G tox49 5/8 8F.G1e1/e X 55 1/4 B B F,G F,G 6 1/3 X 62 8 B . F.G F,G t6 1/6 X 71 B B F.G F.G:MJ 17 t4 I X e3 P F.G F,G.J K IH2 25 1/2 x 25 8 8 F•G F,CIH3 IH4 25 1/2 X 37 3/e 25 1/2 X 49 1/L 8B 8B F.G i,C.HJ IH45 25 1/2 X 55 v- B B F.G F,G Hj 1H5 25 1/2 x 61 8 B F,G F,G.H; INS 25 1/2 X 71 g 9 F.G F,C!(J 1H7 25 12 X $3. 8 B F.G.J.K F.G.J.< 30 1/2 x 26 29 1/2 X 25 B 8 FA F.G 30 1/2 4 36 3/6 29 1/2 X 37 3/8 B 8 F,G F.G hi 50 1/2 . 50 5/5 29 1/2 X 49 5/8 8B 8 F.G F,G."I 30 1/2 . 56 1/4 29 1/2 X $S 1/4 8 8 F.G F.G.M.; 30 1/2 . 63 29 1/2 X e2 1/2 x 71. B 8 F,G.H,I F,G XJ 30 t/2 . 72 30 1 2 • 94 . 2929 1/2 X e3 B - B F,G.J.K F,G.J.K 36 X 25 B d B I,.WF.G F,G2336x37,3/3 B B F.G F.G.M,I 24 36 X 49 5/6 B B F,G F,G,h 24525 36 : SS 1/4 36 X 62 F ,G.M.1 F, G.HJJ 26 36 x B 6 F,C,H.1 O.E.F,C.Hj 7 36 X e} 8 8 F,C.J.K F.G.M!.J.< 4 a 41 X 25 8 8 F,G F.G,HJ 42 . 30 3/5 41 X 37 1/e 8 8 F•G F'G'MJ 42 a 50 S/6 1: X 49 5/3 B B F,G,M,I F,G,H,I 42 . 56 1/4 41 x 55 1/4 n x 62 B B F,G.1(,I D,E,i,GJ•J 42 x 6} 42 • 72 41 X 71 B B F,G,H.I O.E.F,CJ-J 4 x g4 41 X 63 B F.G.J.K F.G,H,I.J.K 4H . 26 47 x 25 B8 A•CA.0 F.G F,G.HJ 46 - 3e 3/e 47 X 37 3/8 S A.0 F,G F,G.HJ 46 . SD 5/5 47 x 49 5/3 47 55 1/4 B A.0 f,G.H,1 F.C!!J 4e 56 1/4 4d x 63 Xa x 61 8 A F,G.H,I D.E.F,G:43 48 x 72 47 x 71 B A.0 F.G.HJ 4 4 . 47 X e3 B As F F.G D.EP.C.HJ K F.G 3233 51 1/3 X 25 52 1/e X 37 3/8 B A.0 F,G F.c NJ 34 52 1/6 x -9 5/8 8 A,C F,GJ4,1 F.G.H.1 F,G.HJ D.E.F,G.H.1 345 52 1/8 X 55 1/4 52 1/0 X 62 88 A.0A.0 F,G.HJ 0E.F,G,M,1 56 52 1/3 X 71 8 A F,C,HJ O.E.F,G.H,1 7 52 I/e x e3 B A.0 F.G.J.K O.E.i,C.J.K.J.K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. WHERE TAPCON µCHOPS ARE TO BE INSTALLED WHEN us1Nc THE - . INTERNATIONAL, INC EXTERIOR ELEVATION As A KEY, J FLORIDA EXTRUDERS91ALLFACTORYAPPLIEDHOLESNOTDESIGNATEDFORTAPCON -'ti • SANFORD, FLORIDA ANCHORSHOULD BE 'FILLED WITH IS SCREWS OF SUFFICIENT LTH: TO PROVIDE MIN. 5/d- IN. EMBEDMENT INTO WOOD BUCK. A 10) FLORIDA EXTRUDERS TOOT SERIES SINGLE HUED IS SHOWNELEVATION PRINT ALSOA?PUES TO THE FLORIDAA EXTRUDERS 1500 AND 200 2000 SERIESSINGLE MUNCS. 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE /10 SCREWS OF VIEWED FROM EXTERIOR SUFFCIENT LENGTHTOACHIEVE1-3/8 MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS — SERIES 1000 1500 & 200C DRAWN BY: BB APPROVED BY: DATE:10/ 09/011SCALE:NTS DWG.: FLEX0016 PREPARED 611: PROOVCT A APPUGTION ENGNZERwG. INC.. 250 INTERNA110NAL PKY.. SUITE 250. MEATHROw, FLORtDA 327-6 PMOHE -07 e05-0365 FAX 407 S0.5 J366 CAULK BETWEEN SHEATHING VINDOV FIN 6 BY OTHERS SHEATHING INSTALLATION ANCHOR aB WOOD SCREW STUCCO BY OTHERS ' WINDOW HEIGHT PERIMETER CAULK BY OTHERS GLAZING (TYP.J SEE NOTES) PERIMETER CAULK BY OTHERS i' MIN. EMBEDMENT TWO BY WOOD BY OTHERS SHIM AS REO'D. III / N'INDOw SEE NOTES) X. _J CE TYPE FRAME HEADER GLAZING (TIP.) SEE NOTES), FIN TYPE WINDOW FRAME 11VARDLE SILL STOOL BY OTHERS WINDOW WIDTH 1/4' MAX. SHIM SPACE SHIM AS REO'D. TWO BY v00D SEE NOT E$) STUD BY OTHERS A ,ID.A•• I CF,NTFJ-'L v NAME {YD j jAvgUaMN I: MIN. a "" s EM_EDM._NT GLAZING (TIP.) SEE NOTES)' BYEOTHERS CAULK BETWEEN W INDD V I W!DiM 1 I A B B 24' D.C. MAX. (TYP.) EOUALLY SPACE WINDOW ANCHORS (TYP.) HEIGHT Ij q 6cTYP.) 6- MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR FIN TYPE WINDCV FIN - WINDOW FRAME - 6 SHEATHING JAMB . PERIMETER INSTALLATION ANCHOR CAu'LK - 48 WOOD SCREW BY CTMERS - STUCCO BY OTHERS SECTION B-B NOTES 1) SHIM AS REG.0. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063:"-- 3) INSTALLATION ANCHOR MUST BE. OF SUFFICIENT LTM.' TO ACHIEVE MIN. EMBEDMENT OF PINTO WOOD SUCK. A) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW. FIN AT HEAD. SILL &,JAM?S. - : - - 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WNDOw FRAME.-- 6) IF EXACT WINDOW SIZE IS NOT. LISTED 1N ANCHOR. CHART, USE ANCHOR OUA.NTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY "PER.TME REOUIREMENTS OF ASTM E1300 GLASS CM&RTS. 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG. IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. - INSTALLATION ANCHOR II ` TWO BY WOOD IS WOOD SCREW BY OTHERS STUCCO - ll BY THERj . REVI DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL, INCCAULKBETWEENSANFORD. FLORIDAD WINDOW FIN SHEATHING SHEATHING BY OTHERS j'MIN. TITLE: INSTAL LATI_N D_7A!L u/K8 SCREWS EMBEDMENT SECTION A -A SINGE HUNG FIN WINDOW' - SERIES ]000, 1500, £ 2.000 yDRAWN BY: B9 APPROVED BY; DATE: 12/13/01 ;SCALE: N. T. S. jDWG.TLExO026 SHT 1 OF 2 e.• ... rer.,rr . .nee Ir.rl-s. rwr.IrrrctrlG. INC. 230 InTCRNATIduL PKVY.. Suitt no. r-a7,.4"! FLORIDA 327,46 PMCvC 407 805-0363 'fAz •07 9C3-0366 7 CONCRETE OR MASONRY OPENING B7 OTHERS ONE By WOOD BUCK By OTHERS CAULK BET VEEN ` WINDOW FLANGE a WOOD BUCK . STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) SEE NOTES) vxVINDOW EIGHT) PERIMETER CAULK By OTHERS a CAULK BETWEEN\ WINDOW FLANGE — PRECAST SILL W/VULKEM 116 ADHESIVE CAULK pR APRV'D: EOL, INSTALLATION ANCHOR 3/16' DU. TAPCON CAULK BETWEEN . WOOD BUCK MpS'r. OPENING BY OTHERS GLASS (TYP.) I 4 1-1/4• MIN. (SE- NOTES) 14 EMBEDMENT T CON B. SHIN AS REO'D. t/s• MAX. SEE NOTES) FLANGE TYPE . WINDOW FRAME W .W. RIDGED VINYL_• GLAZING BEAD B.M. BUCC /JBK /' HEIGHT RIDGED VINYL GLAZING 'BEAD I W.H. FLANGE TYPE WINDOW FRAME Q 1 Q PRECAST SILL - BY OTHERS SECTION A -A:.:....._. B.W. BUCK WIDTH) SHIM AS REO'D. 1/4' MAX. SEE NOTES) RIDGED VINYL GLAZINGBEAD 1-11" "1". CONCRETE OR j C"7E7E"i MASONRY OPENING BY OTHERS D. INSTALLATION ANCHOR 3/16' DIA..T APCON . . v 0 GNE By WOOD v BUCK BY OTHERS FLANGE TYPE WINDOW FRAME - CAULK BETWEEN < 1ERI21ETERCAULK BETWEEN WINDOW FLANGE AULK L WOOD BUCK BY OTHERS WOOD _BUCK L MAS'Y. OPENING BY OTHERS WINDOW WIDTH) I - STUCCO BY OTHERS SECTION B-B 24- O.C. MAX. (TYPJ 6• MAX. (TYP.) A ---*' ELEVATION VIEWED FROM .EXTERIOR NS%51) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIN STACK TO BE 1/4 2) WINDOW -FRAME MATERUL: ALUMINUM ALLOY 6063, 3) 3/16" DIA, TAPCON INSTALLATION ANCHORS MUST- BE OF SUFFICIENT UH. To ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. - - - 4) USE SILICONIZED ACRYLIC CAULK BEHIND W:NOOw FLANGE AT HEAD h JAMBS. SILL MUST BEATTACHEDTOTHESUBSTRATEWITHVULKEMIleADHESIVECAULKORAPPROVEDEQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT USTEO IN ANCHOR CHART, USE ANCHORQUANTITYLISTED WITH NEXT LARGER SIZE. FOR THE APPROMATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS C :ORTSUFFIGENS. d) WHERE SPACING BETWEEN TAPCON mCHCRS EXCEEDS 24 IN. O.C.. JS . LTH. TOPROVIDEMIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK SHOULD BE INSTALLED: 9) FLORIDAEXTRUDERSt00CSERIESFIXEDWINDOWISSHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. -— 10) SEE BACK OF THIS SHT. FOR INSTL'N ANCHOR REQUIREMENTS. 11) APPLICATIONOFVULKEM116ADHESIVECAULKATFRAMESILLMUSTCOMFIT WITH SEALANT MANUFACTURERS RECOMMENDATIONS. 12) WHERE WINDOW R INSTALLED IN MASONRY OPENING WITH ASTRUCTU EMBEDMENO B7 w000BUCK, USE p10 SCREWS. OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8MIN. 13) WINDOW UNITS CAN BE MULLED TO OTHER UT. NITS USING ALUMINUM TUBEMULLION. SEE MULLION INSTALLATION SHEETS FOR P.EOUIREMENTS. FLORIDA INTERNATIONAL; ]NC EXTRUDERS SANFORD, FLORIDA TITLE:INSTALLATiON D=TAIL u/.ONE BY BUCK FIXED FLANGE. WIND u - SERIES 1000 & 20.00 DRAWN BY: APPROVED BY: 0,2 7 7DDZ DATE:10/ 22/Ol SCALE:NTS DWG.:FLEx00I8 SHEET l PHONE aO7 BOS-O} 65 fAX PREPARED BY:'PROOVCT TECHNOLOGY CORP., 250 WTERNATIpuL PKW . SUITE 2$0. HEATHROW. FLORK)A 32746 .407.B05-:3 SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN L SHEATHInC INSTALLATION ANCHOR R8 SCREW E %iERB R INIS MOTHERS — PERIMETER / CAULK — BY OTHERS WINDOWHEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR — 48 WOOD SCREW EXTERIOR FINISH 1 BY OTHERS I• MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1TI FL®IWA B•®•A-F. SHIN AS REO'D. A iTS F,R TaT a1Li' SEE NOTES) n vq+"""_ 1l H nu+ r61,U4. U IM MAx. RE # SHIM $PACs '(A TIf jJiYLaJ Y I% GLAZING SEE NOTE 6) GLAZIN( SEE NOTE 6 CAULK BETWEEN J WINDOV FIN I•MIN. EM3EDMEN7 LSHEATHINGSHEATHING BY OTHERS SECTION A -A HEIGHT FIN TYPE WINDOW FRAME SHIM AS REO'D. 1/ 4• MAX. cSE E NOTES) V600 FRAMING BUCK BY OTHERS VI HEEXTERIOR FIN TYPE WINDOW FRAME WINDOW WIDTH A iDOW IGMTB A -) ELEVATION VIEWED FROM EXTERIOR WINDOW WIDTH I MAX. SHIM M SHIM MAX. SPACE WOOD FRAMING BY OTHERS SHEATHING 3Y OTHERS NiIDN II_.JI I,I ANCHORa3 SCREW CAULK BETWEEN WINDOW FIN L SHEATHING SECTION B- B EXTERIOR FINISH PERIMETER BY OTHERS CAULK BY OTHERS 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR ' WITH LOAD BEARING SHIM. M.AX. ALLOWABLE SHIM STACK TO BE 1/4". 2)• WINCOW FRAME MATMAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF I' INTO WOOD FRAME. 4) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND. EXTERIOR OF WINDOW FRAME. 5) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASSALSO QUALIFIED- 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE NDOw IS SHOWN. THIS PRINT ALSO APPLIES TO 1 THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICTURE WINDOW. B B) SPACE INSTALLATION ANCHORS AT C MAX. FROM CORNERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WIT ANCHOR SPACING AS STATED, IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73" X 71" OR 63" x 95" OR I19" X 37-3/3- MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TU9E MULLION. SEE MULLION . INSTALt.AT10N SHEETS FOR RECIREMENTS. 141- 1114> irL_ L_n I lulu FIXED FIN WINDOW- SERIE it DRAWN BY: BB APPROVED BY DATE: 1 / 13/ G2 SCALE: N. T. S. DWG.: F REPARED BY: PRODUCT TECHNOLOGY CORP.. 250 WYERNATIONAL PKw . STATE 250. LAKE MARY. FLORCA 32714 PHONE 107 4C7 E05-OSB6 CAULK BETWEEN WINDOW FLANGE L WOOD BUCK CONCRETE CR MASONRY Cpc INC BY OTHERS BXT OT- FINISH BY OT.-£RS PERIMETER CAULK BY OTHERS WINDOW FRAME HEAD WINDOWHEIGHT EXTERIOR WINDOW FRAME — SILL PERIMETER CAULK BY OTHERS EXTERIOR FINISH — BY OTHERS CAULK BETVCEN WINDOW FLANGE i WOOD BUCK CAULK BETWEEN WOOD BUCK i MASONRY OPENING BY OTHERS 0 CAULK BETWEEN WOOD BUCK t MASONRY OPENING BY OTHERS ONE Br WOOD BUCK BY OTHERS NOTE : 1) SHIM AS REQ•O Ai EACH W$'AI,I-A ION ANCHOR WITH LOAD SEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. INSTALLATION ANCHOR 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063E 3) 3/16- Du. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO 3/16'-D:A. TAPCON ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6' FROM CORNERS do 24 0. C. MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD 8E FILLED WITH IS SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/2 IN. EMBEDMENT INTO w000 Q EUERE _ 4) WHERE WINDOW IS INS 4LLED MASONRY OPENING WITH A ST1-3/8'AM TWO BY 1-1/4- MIN. EMBEDMENT SUCK. USE /10 SCREWS 0, $uFFICIEN? LENGTH TO ACHIE`/E 1-3/S MIN. S EMEEDMENT AT SAME SPACING STAY IN NOTE 3. 5) USE SIUCONIZED ACRYLIC CAULK SEHINO WINDOW FEANGE A' HEAD- SILL JAMBS- T— 1/4' MAX.6) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF SHIM SPACE WINDOW FLANGE. 7) GLASS THICKNESS MAY VARY PER THE R£QUIREMEN7S OF AST. E1300 GLASS, T CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. AROUND CURVEDPORTIONOF WINDOW FPAME TO BE ENGINEERED BY i8) BUILD DOWN OTHERS. BUILD DOWN MUST 8E OF SUFFIECIENT S7RENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. SHIM AS REO'D 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF SEE NOTES) THIS PRODUCT TO THESE TWO CONFIGURATIONS- THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. 8 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR R£OUIREMENTS. GLAZING ( TYP. SEE NOTES) 4 CONCRETE- OR \ MASONRY BY OTHERS SF' CTION A -A INSTALLATION. ANCHOR 3/16' DIA. TAPCON SHiM AS REO'D., SEE NOTES) SHIM AS REO'D SEE NOTES) WINDOW FRAME JAMB GLAZING ( TYP. SEE NOTES) 1- 1/4• MIN, EMBEDMENT 1/ 4' MAX. —r— SH1M $ FPCE ONE BY W^_OD BUCK BY OTHERS INSTALLATION ANCH'LP. Q 3/ I6' DIA. TAPCON PERIMETER CAULK J By OTHERS / EXTERIOR FINISH J BY OTHERS r— WINDOW WIDTH A n CAULK BETWEEN VCCD BUCK l NAS' Y OPENING a OTHERS I C CAULK BETWEEN V INDOV FLANGE i WOOD BUCK CDNCRE TE OR MASONRY OPENIrIGBY OTHERS SECTION B-B WINDOW WIDTH 1 WINDOM MEIC.HT 8 6 I A— A L- XTERIOR ELEVATION L ,/4- MAX. I XTERIO' ELEVA_i ION E SHIM SPACE BI® • FLORIDA EXTRUDERSIs NFORD, FLORIDA 1-1/4' MIN. /7'',t iga+ QEMBEDMENTN+A1` ONE BY WOOD 1 i ' , J TITLEFL.ANGE INSTALLATION DETAIL CONCF-=TE HEADER V/1 BYPt;:.K BUCK BY OTHERSMAN( DESIGNER FIXED WINDOW 1000, 1750, S 2000 SERIES ter i DRAWN BY: BB APPROVED BY: OATE: 02/12/02 SCALE: NTS I DWG.: FLEx0035 IKI. K!'!n —l TCOw ' C] , tM M[wM1(}ti R 6. TS'I t%. f iwlCv. ItRIY ltlN nbC Yl K!-P%! Iu M K:-0 f INSTALLATION ANCHC'R ONE BY BUCK co SCREW BY CTMERS BUCK WIDTH CAULK BCTVEEN WIND^-V BUILD DOWN OTHERS FLANGE t S:'CATkING BYALSO APPLIES NOTES. TWO BY FRAMING TO SRU 1) SHIM AS PEO'O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MA%. By OTHERS SHIN STACK TO BE 1/A'. P-YVOOD !-TPJ— WINDOALLOWAW2) WINDOW FRAME YATER'.1L: ALUMINUM ALLOY 6063. BT CTHERS I-3/5- MIN. 3) TA: CON INSTALLATION ANCHCRS AT SI!! MUST EE Oi $WiIC1ENi LTH. TO AC41_F_ SHIN AS REC'DIIIIFEMBEDMENTMIN. EMBEDMENT OF 1-1/4INTO MASONRY OP. CONCRLT_. 110 INSTALLATION ISLE NOTES) SCREW$ AT HEAD h JAMBS MUST BE OF SUFFIC+ENT LENGTH TO ACHIEVE 1-3/8' MIN, EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOUIRED. EXTERIOR FINISH — INSTALLATION ANCHORS 6' SCREWS TO BE PLACED 6 IN. FROM CORNERS d 24 IN. BY OTHERS O.C. MAX. V:NDOV FRAME A) USE SILICEN+IZ-_O ACRYLIC CAULK BEHIND WINDOW FLANC£ AT MEAD, SILL & JAMBS. JAMB - S) US- SILICONIZ£o ACRYLIC CAULK FOR PERIMET_R SEAL AROUND EXTERIOR OF WINDOW FLANGE. GLAZING <Tr P, F- I/ i MAx. SHIM SPACE N 6) C;.ASS THICKNESS MAY VARY PER E REOUI(EMENTS OF ASTM E1300 CUSS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASSIS ALSO OVALIFIED. SEE NOTES) 7) BUILT) DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ,ENGINE-REO BY I OTHERS. SUx_O DOWN MUST BE OF Su "CIENT STRENGTH TO ADEOUATELY I TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PERIMETER. CAULK, BY ETHERS VINDOV FRAME HEAD I MNDOW 1(EIOHT ExTER;OR WINDOW FRAME' SILL_ PERIMETER CAULK BT OTHERS Ex-ERICR - FINISH AYCTHCRS 1-3/ 8- MIN. EL48EDMENT 7/ i MAX. SHIM SPACE CAULK BETVEEN TWO / BUCK t.CCNCRCTE BT OTHH ERS INSTALLATION ANCHCR a;0 SCA_'. CAULK BETw- N VIN.iOV FLANGE t W wD BUCKa 8) FLvR10A EXTRUDERS 1000 SERIES DESIGNER WIN,,.OW SHOWN. THIS PRINT ALSO d APPLIES TO FLORIDA EXTRUDERS 1750 SERIES 6: 2000 SERIES. I CONCRETE OR 5) ELEVATIONS SHOW COMMON CONFIGURATIONS, IT IS NOT INTENDED TO LIMIT USE OF MASONRY THIS PRODUCT TO THESE TWO CONFICURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK BY CTHERS SHIM a: PEO'D CONFIGURATK)NS THAT CAN BE MANUFACTURED FROM THE 1000. 1750, h 2000 By OTHERS - Scc NCTES) SERIES DESIGNER FIXED W.NOOw FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE WINXw WIDTH MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. BUCK HEIGHT GLAZING (TYP. I. SEE NOTES) SHIM AS REO'D SEE NCTES) CAULK !-TVEEN Q WINDOW .LANCEt6OCKNEBYWOOD SU CAULK BETWEEN WOOD B. Cx I' MASOPv OPENING BY OTHE S EDNCRETE OR GFA—A. MASEPIR• BY DTHERS I 1/A' MAJ. SHIM s%A_ E d L L1 CENTrRAL FLORIDA B.O.A F, EMmBESE MnDMENT ONEYANUFAC'rMR( NAM: BUCK' ' W000 3 r-- • , , FIX r i 3r OTHERS 'e+ INSTALLATION ANET' FuM R '- I 3/ 16' DIA. TAPCON : j 1 WINDOW HE GHT B WINDOW WIDTH - A . B q EXTERIOR ELEVATION EXTER: CP FINISH q FCTION U- BBYETHERS WINDOW WIDTH A I T I WINDOW HEIC+ Hi a e r A. FXTERIC' E° VATION a •aa ! WHAT iIt•• . )M A.va. 4JT lX H:•i.pv, /•LA:A• Y'•! •GK a'I N:-v%: r•• ..^.b] 7 11 NIN. MSEpiNT I L...— 1/4• IMI. 3 1N$TAIlATION SHM SPACE ANCHOR SCREW (TTF.) CAULK ECMIND FIN I TWO By FRAMING SHIM AS REO'D. BY OTHERS cMf-THING TWO IT BUILD SEE NOTES) Er CTHERS DOWN BT OTHERS CAULK BEHIND FIN FIN FRAME JAMB II AS INST4LLATICN I SHIM AS REO'D. O c5 1)FSHIM AS REO•D. ACJACENi TO EACH WSiA1,LA71ON ANCHOR WITH LOAD BEARING GLAZING TP. j ANCHOR SCRCV (T YP.) I < SEE NOTES) SHIM. MAX. ALLOW. BLE SHIM STACK TO BE 1/4 . 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOT 6063. SILICONIZED ACRYLIC CAULK. BEHIND WINDOW F.N AT HEAD. SILL 'k JAMBS. SEE NOTES) P nUl vG HAIL ln SPACESn 3) USE s) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOFRAME. lX)w GnBEDCNt II I 5) THICKNESS MAY VARY PER THE REO'JIREMENTS OF ASTM E1300 GLA55 CHARTS. SINGLE C,.AZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. SHEATMER . ByCTMES6) SCREW ANCHORS AT HEAD, SILL k JAMBS SHOULD. BE 15 'SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. I IN. MIN.. EMBEDMENT INTO WOOD FRAME. PLACE /8 EXTERIOR FINISH J I SCREW AmCHORS.6" FROM CORNERS AND '24' O.C. MAX.. EXTERIOR BY. OTHERS o 7) BUILD DOWN AROUND CURVED MIEN OF WINDOW FRAME TO BE ENGINEERED. BY EXTE?!OR FINISH OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO AOEOUATELY BY OTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PERIMETER CAULK 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO PERIMETER CAULK BY OTHERS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES JY. 2000 SERIES. vIMDOv WIBTN—., Br. OTHERS 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL FIN. FRAMC MEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750, h 2000_ SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B-B 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING CTTP. SEE NOTES) VINDOV HEIGHTEXTERIOR PERIMETER CAULK By OTHERS EXTERIOR FINISH By OTHERS H INSTALLATION — ANCHOR SCREW. (TTP.) SHEATHING BY OTHERS FIN FRAME SILL SHIM AS REO'D.— SEE NOTES) / 1• RIK 9ED1EDHEfNi .. SECTION A - A L V(• rWX Sniff SPACE EXTERIOR ELEVATION TWO BY FRAMING BY OTHERS CAULK BEHIND FIN 20 2 W iT EXTERIORELEVATION FLORIDA EXTRUDERS' SANFORD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: BB APPROVED BY: DATE:02/ 14/02 SCALE:NTS DWG.: FLEX0037 Grt.+u .. r.ouc+ I(n.nz• (a. ry wrcnG..oGa •e. aert rH. Gc•.Aa,. Goelr )x>« «oc rr )M i ... «. s•.x: A 13 CONCRETE OR SHIM AS RE'C'D MASONRY OPENING (SEE NOTES) BY OTHERS CAULK BETWEEN Dcrup FLANGE L WOOD BUCK CAULK BETWEEN PERIMETER WOOD BUCK L CAULK 5Y MAS'Y. OPENING OTHERS BY OTHERS STUCCO BY- OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR RB SCREW (TYP. WHERE \ ONE BY WOOD iAP:ONS ARE NOT REO'D.) BUCK BY OTHERS r1 1/4' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME r I/4' MAX. JAMB D I SHIMCE .SPA7sJ, 5 INSTALLATION ANCHOR _ BS SCREW (TYP. WHERE } TAPCONS ARE NOT REO'DJ i SLIDING GLASS DOOR FRAME HEAD U I,1 TEMPERED GLASS ( TYP.) DOOR HEIGHT SLIDING GLASS I ^ I DDOR FRAME I t SILL I C i EmBEDMENT v A 7j A E D n 1-1/4' MTN. A TEMPER_ D GLASS TYP.) PERIMETER CAULK BY OTHERS S. G.D. WIDTH T l— l/- MAX. SHIM SPACE EMBBEDEDMEENTNT l CONCRETE OR MASONRY OPENING 7 BYOTHERS1. 7 ONE BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR CAULK BETWEEN WOOD BUCK L ' 3/1.6' DIA. TAPCON MAS' Y.,OPENING -' BY OTHERS E, llCAULKBETWEEN CAULK BETWEEN Waal BUCK L SLIDING CLASS DOCP HOOK STRIP HOOK STRIP L ; . WOOD BUCK I MA$'Y. OPENING G. G BY OTHERS IN SHIM AS REO'D. H ttt t1: 1 (SEE NOTES) I- 1-I/4' MIN. EM?EDMEN, Q III I' G INSTALLATION. aNCHCR J3/16' DIA. TAPCON Q CAULK BETWEEN DOOR FLANGE L- WOOD BUCK, ONE Pr.WpOD a` I CONCRETE OP. BUCK'BY OTHERS MASONRY OPENING STUCCO BY OTHERS BY OTHERS u CO A. B.O. 4j?.TEMPERED GLASS O N B X_ANU r RERAM: TYP.) SLIDING GLASS DOOR INTERLOCK MASTER FILE#. . _... HOOK STRIP: DETAIL I) DOM MATERIAL' ALUMINUM ALLOT 6063. 2) TAPCON TYPE INSTALLATION ANCHORS MUST BE OF SUFFICICNT LENGTH TO ACHIEVE HIM, EMBEDMENT Or 1-1/ 4' INTO MASONRY OR CONCRETE. - .- J)-ALTERNATE TAPCON INSTALLATION ANCHORS. FRONT TO BACK IN ALL FRANC MEMBERS. A) TAPCOM ANCHORCHARTON BACK OF THIS SHEET. - 3) USE SILICONIZED ACRYLIC. CAULK BEHIND DOOR FLANGE AT )EAO i JAMBS.- 6) USC SILICONIZED' ACRYLIC CAULK FOR PCR!NETER SEAL AROUND; EXTERIOR _OF-DGUR.. ._. .. _. ... 7) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHARY. USE ANCHOR OUAMTITY LISTED W:TH NCXT LARGER SIZE. FOR THE APPROPRIATC DESIGN PRESSURE REO-D. - 8) FOR POCKET DOOR SIZES USE CLOSEST P+PASS DOOR SIZE L CCPSIWRATION TO FINISHED OPENING: PLACE-TAPCONS. IN FRONT OF NOOK STR.P AS SwOVR ... .' _- 9)'-GLASS THICKNESS MAY VARY PER REOUIR-HEMTS OF.ASTH_EI300 GLASS CM.RTS. 10) ALL FACTCRT APPLIED BOLES NOT DESIGNATED FOR TAPCOM ANCHOR SMOtLD BE rlILCD WITH 68 SCREWS" OF SUFFICIENT LENGTH TO PROVIDE MIN 3/B' EMBEDMENT INTO WOOD B•JCK. - I:) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS I2) JAMB Y SILL. CORNERS ARE TO BE SCALED W!TH A SMALL.JOINT SEAM SEALER. Ib SHIM AS RED. A7 CA. SET OF INSTALLATION ANCHORS. HAX. ALLCWABLE SHIM STACK BE 1/4•., . 14) ALL INSTALLATION ANCHORS MUST BE MATE Or CORROSION RESISTANT MATERIALS. - IS) WHERE 'X' REPRESENTS MOVING PANEL AND •0• REPRESENTS FIXED PANEL APPROVED A CONFIGURATIONS ARE AS LISTED ON ANCMCR CHART ON BACK OF THIS SHEET 16) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN 0. THIS DR.vING. H70vCVER INSTALLATION EXTERIOR ELEVA-!ON SECTIONS - A-A•,-•B-H', L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED. 2 PANEL DOOR SHOWN C.STAL RANE 17> 7 INSTALL 'TITAPCON INEACHPAIROF FAGTORT APPLIED INSTALLATION MOLES UNLESS NOTED OTHERv!SE ON ANGHCR CHART. SEE BACK OF THIS SHEET, - - 18) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS -DOOR IS IHOv THIS PR: nT ALSO APPLIES TO . 2000 SERIES AND 500 SERIES' - .. ._ .. G A D LIBERALLY APPLY •'? CAULKING UNDER SILL INSTALLATION ANCMER OR SET SILL INBEDOFCONCRETE3/16'. LIA.,TAPCON SECTION A=A r •• w t f ._ SllrA A1IBB DATE:IU/ CJ/UI I LALr_: FT-J JWN n- rLLAUVLL/CJ/UI I LALF-: 'T' J JWN n. rLLAUVLL xA.PYn BY PRODUCT L .PPLICA710M CNCZMCERNG, INC.. ZS0 IMTERNATLCNAL >• . Su1TE -50. K.TNpV, FLOR!:l, 327A6_ H07-BC3-0362 r.X .07-0:5-C766 i SHEATHING BY GTHERS STUCCO - i OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'0'D SEE NOTES) CAULK BETWEEN DOOR FLANGE 6 SHEATHING INSTALLATION ANCHOR -+— DOOR WIDTH R8 SCREW TWO BY WOOD SLIDING GLASS BY OTHERS DOOR FRAME JAMB V I SHIM AS REO'D. ))) 1/4' MAX. (SEE NOTES) / SHIM SPACE I / - INSTALLATION ANCHOR...1-1/8' MIN R8 SCREW EMBEDMENT TEMPERED GLASS CAULK BETWEEN TYP.) - DOOR FLANGE - L SHEATHING SHEATHING BY _DTMERS _ PERIMETER SHEATHING \ CAULK BY BY OTHERS TEMPERED GLASS - u u -I- TEMPERED I- OTHERS STUCCOOR SIDING-(TYP.) -- BY OTHERS STUCCO OR SIDING ... GLASS <TY?a BY OTHERS SLIDING GLASS DOOR - r^1-•-A •-• - INTERLOCx .. ... .. ._. DOOR CIE HEIGHT SECTION E-B HOOK STRLR. DETAIL. SLIDING GLASS, DOOR FRAME SILL I-I/5' MIN. - EMBEDMENT SLIDING GLASS DOOR FRAME HEAD MAX. SHIN SPACE TWO BY WOOD 1-1/8 MIN.- - BY OTHERS SLIDING GLASS DOOR HOOK STRIP INSTALLATION ANCHOR R8 SCREW TWO BY WOOD BY OTHERS T///--- CAULK BETWEEN HOOK STRIP L j SHEATHING 1) DOOR MATERIAL: ALUMINUM ALLOY 6063 2) .9 INSTALLATION SCREWS MUST BE or SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT of 1-1/9'-INTO WOOD. .TAPCON_TTPE. IMSTALLATWN ANCHORS AT. SILL MUST BE Or ' SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMCN! Or l-VA' -INTO MASONRY'OR COMERCTE., ....... _... 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET.- - -- USE SILICON ALRTLIC CAULK BEHIND DOCR fLAMGE-AT HEAD 6 JANSS. 3) USE SILICONIZED ACRTLIC CAULK OR PERIMETER SEAL AR'OUko, EXTERIOR Or DOOR6) V EXACT DOOR SIZE 1S NOT LISTED IN ANCHOR CHART, USE ANCHOR OV^MTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN' PRESARf: T). FOR POCKET DOOR SIZCI USE CLOSEST B.PASS DOOR. SIZE B COWIGURATtON TO FINISHED OPENING PLACE INSTALLATION ANCHORS. IN FRONT OF IG3K STRIP AS SHOWN. BI GLASS. THICKNESS M11T VARY PER REDu1RCKNTS OF AS7M C1300 GLASS CHARTS 9) .DOOR UNIT 13 APPROVED USING 7EMPERED. GLASS IM SINGLE GLAZED OR"InSUATING, GLASS, 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT i SEAM SCALER - - - 11) SHIM AS REO'D. AT EA SET OF INSTALLATION ANCHORS. MAx. ALLOWABLE SHIM SACK. TO BE 1/4'. 12)' ALL INSTALLATION AW;NCRS MUST BE MACE Of CORROSION RESISTANT MATERIALS13) WHERE •x- REPRESEn7S MOVING PANEL ANO 'O' REPRESENTS flxfD PANEL APPROVED . COHFIGURATIOnS ARE AS LISTED ONHO . ANCRCHART ON BACK OF THIS SMEE7. CONFIGURATIONS IR° ARE rNL'HO lV1 D `A7' EXTERIOR ELEVATION NOT ALL TO INSTKTIDnOFAPR d EMBEDMENT . CONFIGURAGLASS BOOR IS SHOWN. TIONS. _ THIS PRINT ALSO APPLIES TO e 1-1/6' MIN. R SHOWN ISH FLORIDA EXTRUDERS 1000 SERIES SLIDING v 2 PANEL DOOR . - .. ,. 2000 .SCRIES.AMD 500 SERIES..... REV DESCRIPTION DATE INI I EXTRUDERS > LIBERALLY APPLY FLa P. I D A INT. INC $ANFORD `F.L. CAULKI•'4 UNDER S?LL . OR SET SILL IN BED INSTALLATION ANCHOR TITLE: SLIDING. GLASS : DOOR OF CONCRETE .. - 3/16- DID.. TA?CON... ... r 8 SCREWS.-7- INSTALLATION WITH SECTION A -AttDRAWN' BY: 38 APPP. OYED BY: F 1..2002 ATE: 12/ 17/01 SCALE: NTS IDWG QTLEZIN127:SHT 1 OF AKAAND IN /ROWCT I AaRLICAITO+ [ MGEM[CRR4. INC- 213 IM)ERMATIO— IKWT- SJ:T[ M..C&TMR0w. fLCA=:DA. 32746. N7-BC5-0361 f6x ACT-607-C366 1000 P.V./DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION SEALANT BF ETWEENJ L MULLION k8 X 3/4 SELF ' 1000 Sx TAPPING SMS HEAD (TYPJ SEALANT BETWEEN VINDOW FLANGES SECTION A -A (1) L MULLION. 1000 P.VJDESIGNER SILL (TYPJ 68 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN DVDO- VV FLANGLANGES— L MULLION N8 X 3/4 SELF 1000 Sx TAPPING SMS HEAD (TYPJ'- SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES - L MULLION- 1000 P.VJDESIGNER SEALANT ( r SILL (TYPJ L MULLION 8 X 3/4 SELF TAPPING SMSI X 4 X 1/8 f—t(Y1 T TUBE MULLION 68 X 3/4 SELF 1000 S.H.TAPPING SMS HEAD (TYPJ SECTION A -A W l000 P.VJDESIGNER APPILES TO HEAD k SILL WHERE I" X 4" SILL (TYPJ AUXILIARY PLATE DETAIL C 2 X 4" TUBE MULLIONS ARE USED 60R ADDITWNAL ANCHORS. VHEN REQUIRED) 08 X 3/4 SELF (D TAPPING SMS SHEATHING 1X2X3/8 _(ET_ — T BE MULLION HlR LION 0. INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP.. TWO BY WOOD 88 X 3/4 SELF RUCK BY OTHERS TAPPING SMS1006 .Sx . ..... HEAD (TYPJ 1000 P.V./DESIGNER SECTION A -A (2) SILL (TYPJ . MULLION APPLIES TO HEAD k SILL WHERE I' X 2' 1000.;P.W DESIGNER k8 X 3/4 SELF ec I" X 2 7/16". TUBE MULLIONS ARE USED SILL (TYPJ . TAPPING SMS AI 8 X 3/4 SELF 2 X 4 X 3/8 TAPPING SMS TUBE MULLION TUBE MULLION 3/ T-kf_ff_l.T'LATlON ANCHOR L MULLION-. 8,X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ 1000 TAX 3/4 SELF... TAPPING SMS NJAi SECTION LA -A (4) S.H. HEAD-(TYPJ 1000 P.V./DESIGNER SECTIONSILL (TYPJ A —A (%) R8 X 3/4 SELF"®. TAPPING SMS I X 4 X 3/8 r 1. TUHE MULL19N`,N l r I'A+' 8 X 3/4 SELF TAPPING SMS 1000 S.M. HEAD (TYPJ SECTION A -A (6) VD I INTERNATIONAL. INC ggs' FLORIDA EXTRUDERS.- SANFORD, FLORIDA 2,002 TiTLz:SER: 1000/1500 FIN SHEE TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE SHEET .2 OF 2) FOR DESIGN PRESSURE CAPACITIES., DRAWN BY: MSH APPROVED BY DATE:2/6/02 JSCAMNTS - DWG.: 1HMFINTR r SEALANT BETWEEN 1000 P.V./DESIGNER TYPICAL MULLION TO CONCRiTE O'.JAMB APPLIES TO JAMB VDVDOV FLANGES SILL (TYP.) WHERE 1 X 4 i k 2' X 4' TUBE MUWONS MULLION 1000 P.V./DESIGNER ARE USED) Q SILL CTYPJ # 8 X 3/4 SELF TA r X 3/4 SELF TAPPING SMSTAPPINGSMS CONCRETE OR MASONRY BY OTHERS 1X 2X 1/8 1X2X3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN ONE BY VOOD WINDOW FLANGES '' TRAL FL®IWA B.®.A.1+. HOCK BY OTHERS L MULLION 08 X 3/4 SELF . 1000 S.H. TAPPING SMS HEAD (TYPJ SEALANT BETWEEN WINDOW FLANGES SECTION A —A (1 L MILLIDN 1000 P.V./DESIGNER SILL (TYPJ. 8 X 3/4 SELF TAPPING SMS I X 2 7/16 .X 1/ TUBE MULLION ETAI L INSTALLATION ANCHOR 3/16' DIA.' TAPCON SCREW ANCHOR (TYPJ EXTERNAL MILLION INSTALLATION -CLIP ... 8 X.3/4 SELF bdAS R + MULLION 1000 S.M. TAPPING SMS HEAD (TYPJ SECTION A —A (2) l000 P:V./DESIGNER 1000 P.W./DESIGNER r SILL (TYP.) SILL (TYPJ Q I LL 6 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS I X 2 7/16 X 3/8 TAPPING SMS 8 2 X 4 X 3/8 I 1 1/4' MIN. TUBE MULLION '"-' TUBE MULLION EMBEDMENT SEALANT -BETWEEN SEALANT BETWEENWINDOWFLANGES L MULLION WINDOW FLANGE L MULLION 8 X 3/4 SELF #8 X 3/4 SELF 1000 S.H. TAPPING SMS 1 1000 . S.N.. TAPPING SMS HEAD (TYPJ HEAD (TYRY SEALANT BETWEEN SECTION A —A (31 SECTION A —A C4) WINDOW FLANGES 7. L MULLION 1000 P.W./DESIGNER . SEALANT BETWEEN . 1000 P.V DESIGNER _ SILL (TYPJ WINDOW FLANGES SILL (TYP.) e X 3/4 SELF L MULLION aig F TAPPING SMS 1X4X188 Il TUBE MULLION ON 8 X 3/4 SELF TAPPING SMS 1000 SH: HEAD (TYPJ FI FVATION SECTION A —A (7) VIEWED FROM. EXTERIOR 8 X 3/4 SELF. #8 X 3/4 SELF TAPPING. SMS TAPPING SMS. 1000 S.H. .1000 S H... 18 21 HEAD (TYPJ HEAD (TYPJ SECTION A' A- (5)___ SECTlQN- A —A (6).....:.. . FLORIDA EXTRUDERS CORD, Foxmn TrME:. SER. 1000/ 1500 FLANGE SHEET 1 - OF 2 TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 'OF 2) TOR DESIGN.,PRESSURE CAPACITIES DRAWN HY: MSH . I APPROVED HY:' DATE:2/6/02 SCALE-NTS : IDWGIHMFLGTR 13 9 1000 P.W DESIGNER SILL .(TYP.) 8 X 3/4 SELF TAPPING SMS Ix2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGESff4-- L MULLION 1000 P.V./DESIGNER SILL CTYPJ AUXILIARY PLATE FOR ADDITIONAL ANCHORS; WHEN REDUIREW DETAI 8 X 3/4 SELF 0 TAPPING SMS APPLIES TO HEAD & SILL WHERE 1" X 4" 2" X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BU K BY OTHERSr==.,\\ SEALANT BETWEEN #8 X 3/4 SEf ! rr-m .. - WINDOW FLANGES #8 X 3/k SELF14i ii L; .TW+L A TAPPING SMS 1000 S.H. TAPPING SMS L MULLION 1000 S.H. HEAD YTYPJ MULLIONHEADCTYPJca4vieAiiTREvirfA —_ SEALANT BETWEEN - WINDOW FLANGES SECTION 'A -A (1) SECTION A -A (2)p( L MULLION OET4fL 1 1000 P.W DESIGNER 1000 P.W./DESIGNER' SILL (TYP) r SILL (TYPJ 8 X 3/4 SELF #8 X 3/4 SELF 1000 P.V./DESIGNER- TAPPING SMS TAPPING SMS SILL (TYPJ 1 1 :X 2 7/16 X 1/8 1 X 2 7/16 X 3 8 TUBE MULLION TUBE MULLION #8 X 3/4 SELF TAPPING. SMS. 2x'4X3/8. TUBE MULLION: SEALANT BETWEEN L 1 1/8' MIN WINDOW FLANGES EM BEDMEN _ L- MILLION. ... ... El EVATX)N t1000TAPPING SEALANT BETWEEN ... -.:.. ..-.:.. ... .VIEWED FROM EXTERIOR WINDOW FLANGE - L MULLION .. ... .. .. .. ..._ - Z MU NSARDAIL8TOHEAO & SILL-S V X 2# 8 X 3/4 SELF #8 X 3/4 SELF7/1H TUBE ARE USEO3000SH.' TAPPING, SMS -SMS HEAD (TYPJ HEAD CTYPJ SEALANT BETWEEN SECTION :A —A (3) UTIo. .ANCNOR SECTION A -A (4) IMSTALse VOOD.scaEv WINDOW FLANGES RMORI LMULLION :. .. _ .. 1000 P.V./DESIGNER SEALANT BETWEEN 1000 P.W DESIGNER-RIZ CLIP WINDOW FLANGES: SILL (TYPJ #8 X 3/4 SELF SILL CTYPJ L -_MULLION ` \ TAPPING SMS - ` - 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS —1000 S.H. SECTION A —A (%) I . HIM. 1 X 4 X 1/8 1 X 4 X 3/8 HEAD (TYPJ EMBEDMENT TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS sANFtAD, INTERNATIONAL. INC ANFORD, FLORIDA SER.: 1000/1.500 FIN SHEET 1 OF .2_ TW I N 'HOR I ZONTAL MULLION SECTIONS 5 SEE OTHER SIDE (SHEET-2 OF 2) FOR DES IGN,,PRESSURE CAPACITIES 8X3/4 SELF #8 X 3/4 SELF L , TAPPING. SMS: TAPPING SMS 1000 S.H. = 8 1000SHHEAD CTYPJ HEAD <TYPJ... r ZOOZ )R wN BY. MSH APPROVED BY: SECTION A -A (5) SECTION A -A (6) 'DATE:2/6/02 SCALE:NTS DWG 1HMFINTW lX2 X3/8LLA O. O TUBE MULLION — — MULCT. 0 3 SEA_,k.jr B;7-- *wEEN WINZOW FLANGES L MUL-!M% l`c.;' SILL ITYP i x 2 x !/e T: - ;,-- MULLION SEALANT K-V:Ev wv'; - , A"c t 8 X 33/4 SELF S., TAPPING Smi SEA: ANT BET'dEEM Q F; 4NZ:ES S CTIQN A—P, uL.-!6-J r- 100-3 P.W./DE'SiGNER SILL (TYP.) e X 214 SELF TAPPING SMS I X 2 7/16 x 1/6 TUBE MULLION' SEALANT KTWEEN WINLow F,_ANGES- t MULLION 8 X 2/4 SELF 1000 S.H. TAPPING SMS HEAD ITYP.) SEALANT BETWEEN SECTION A -A (3 VINZCV FLANGES L MULLION 1-1000 P.../D!:S7GNER SEALANT BETVIEEN I SILL (TYP.' WINDOW FLtIiEEi b x 2/4 SELF L MULLION T APPINU SMS nrVF Inn I / -' H;; J37 L. I - - N TYPICAL MULLION TO CONCRETE C iXIAS' r-=P.V,/:-ESlGNER APPLIES TO jAM8 WHERE 1' X 4" S?LL <-.Y;:.) 2' X 4" TUEE MULLIONS ARE USED) t- , X, 3/4 SELF T.4Ppl< S48 i CONCRETE OR MASC.NRY BY OTHERS o.N_ V, w co r. BU is BY OTHERS UNTILAL ACTMIER IqA)nMANUF 8 X 3/4 S:-Lr o oc 1,94 Cnn S TAPPING SMS SECTION A —A (2) iCGi P.lr.1BESiGNER 1OG7 F'.'./ /7ESIGNER - _ i i t 1 AlL___ INS7AL.LATICN ANCHOR.3/16' B11A, SCREW AND4.Cq'(_YP_' EXTER NAL MULLICN INSTALLArION CLIP SILL (TYP.) x j, 14 t -#8 X 3/4 SELFTAPPINGSMS11x271116X3/2 TAPPING SMS TUBE MULLION !UX 4 X 3/8 1 '/4' MIN. BE vij I EMBEDMENT ja SEALANT BETWEEN W;i.NZQV FLANGE L MVLLION 8 X 3/4 SELF C.00 S.K TAPPING SMS iir-AD (TYR.) SECTION A —A (4 r-I000 P.W./DESIGNER SILL (7yp,) X 3/4 SELF TAPPING SMS I X 4 X 3/9 TUDC 8 X 3/4 SELF \-#a i 3/A sar TAPPING SMS TAPPIl< SMS lac-0 S.A. S.q. HEAD (TYP., iiOAD <7YP.-, SF .,CT:,')N A --A (5) A —A, 16) e X 3/4 SELF TAPPING SMS. HEATO' "YP.) SECTION A —A (7 AP A 7 L A El EVATQ VIE'A'M FROM EXTERIOR TME: SCR: :_10d 50G FLANGE...,SH.EET .1 OF, TWIN HIGIR T ZONTAL MUI LION SECTIONS LAIL. SEE S.HLE Z:SHECE-1 2 OFF, 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: H. S H APPROVED. BY:: FEB 1.5,2002 DATE:2/4/0 2 SCALE: T S IDWG.: lHVlFLGTW 7 1000 P.WJDESIGNER SILL (TYP.) r1000 P.W./DESIGNER AUXILIARY PLATE SILL (TYP.) ADDITMNAL ANCH= WHEN REOU[RED ... APPLIES TO HEAD & SILL WHERE 1" X 4" 2' X 4' TUBE MULLIONS ARE USED X 3/4 SELF 8 X 3/4 SELF AI C PING SMSjql TAPPING SMS SHEATHING. O O I X 2 X 1/8 1 X 2 X 3/8. -- TUBE MULLION . TUBE MULLION4AP-SEALANT BETWEEN INSTALLATION ANCHOR #8 WOOD WINDOW FLANGES. O .:.. SCREW. (TYP.). L MULL EXTERNAL MULLION INSTALLATION CLIP BETWEE CEWRAL F'I,+T'T i B.O.a,r BY WOOD OTHERSSEALANT WINDOW FLANGES #8 X 3/4 SELF CK BY. 08 X'3/4 SELFi 7 T L MULLION 3000 S H. TAPPING SMS r T. 1000 S.H. TAPPING SMS . Iri(iNUFACTLTF{ER N HEAD (TYP.) SEALANT BETWEEN HEAD..(TYP.) OR/LYF F h' A-A MULLION WINDOW FLANGES SECTION A (1) SECTION (2) - - -- L MULLION M_STE1R FUIEIOOO..P,W DESIGNER - - r SILL (TYPJ 1000 P.W./DESIGNER a SILL (TYP.) DEI9ILS 8 X 3/4 SELF 8 X 3/4 SELF 1000 P.VJDESIGNER r- A i TAPPING SMS TAPPING SMS SILL (TYPJ I X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 L_ A TUBE MULLION TUBE MULLION TAPPING SMS 2X4.X3/8 TUBE MULLION SEALANT BETWEEN I 1 1/8' MIN. WINDOW FLANGES L MULLION. EMBEDMENT FLFVAnoN SEALANT BETWEEN VIEWED FROM EXTERIOR WINDOW FLANGE XLMULLION. .- APPUES TO HEAD k SILL. WHERE t' 2 - t' 7/16' TUBE MULLIONS ARE. USED - X2 8 X 374 SELF 1000 S,K _.TAPPING SMS 8 X 3/4 SELF j0D0 S.H. TAPPING SMS r .. +. nUi10G HEAD CTYPJ HEAD (TYP.) SEALANT BETWEEN- .. SECTION A —A (3) SECTION A —A- (A) .. •_ -... ..:.. ... ......:. ..... :. sTALLATIOI.ANCHGR.:. VINDOW FLANGES ,. - t8: VWDSCREW _.. L MILLION mp.) r1000 P.WJDESIGNER SEALANT BETWEEN SILL RYPJ WINDOW FLANGES 1000 P.W./DESIGNERrSILL (TYP.) \ #8 X 3/4 SELF HORIz CLIP L MULLION 8 X 3/4 SELF GTAPPING SMS j TAPPING SMS8X3/4 SELF \\ TAPPING SMS SECTION A —A (7) I1X4X1/8 MULLION 1000 S.H. I X 4 X 3/8 HEAD (TYP.)I TUBE MULLION t l/8 MIf1 EMBEDMENTTUBE FLORIDA NAINTERNATIOL. INCEXTRUDERSSANFORD,.- FLORIDA rrrl.E: SER. 1000/ 1500 FIN.. SHEET 1 mOF. 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2- OF 2) FOR DESIGNsx3/4.sELF TAPPING SMS @ x 3/a SELF TAPPING SMS r PRESSURE CAPACITIES l000 sa4 HEAD (TYP) - ... t000 S.H. HEAD (TYP.) c9 ,.t, ; f' • DRAWN BY: MSH APPROVED BY: SECTION A —A ( 5) SECTION A —A (6) .,', .' DATE:2/6/02 I SCALE:NTS DWG.: 1HMFIN . r, N C COO F:W./DESIGNER S!,-L <T ..., T-#e X 3/4 SELF TAPPilsG SM.S X t /P 4 A BZTVg-s W N FLANNEL L MUL_MN SEA ANT KTWE_VJ U - VIN uF ANC_$ AP 1 M"J_aCi: CC Sr, "Jh? SNS t A.L.., IY.T SEALANT E-Tv-i`; WIN OV FLAN-S SEQTIQN. . A -A 1 ; i fFJLLi..n - COO F.W./DESIGNER SILL (TYP.) e X 3/4 SELF TAPPING SHS i X 2 7/16 X 1/8 I-- nr-1 / TUBE MULLION SEALANT B£TVEE? WINMV FLANGES L MULLICN 8 X 3/4 SELF 1CtC0S:H. TAPPING SMS HEAD ( TYP.) S' t4LANT BETv£EN SECTiOU A —A (3) VINDOW FIANG S L M "LICN r^ 1000 F.W./DESIGNER SEALANT SETVEEN j SII-I_ (TYP.) WINDOW FLANGES - 08 x 3/4 SELF L MULLION Nu SMS lx4xlie 1 rqu-w(—Uu-1 / I UPL muu-MN ' TYPiCAL MULLION TO CONCRt1E E JAMB A iCOR.W./DESIGNER ( (APPL'ES TO JAMS WHERE Y 4' { SILLCTYr. i T Q 2" X 4' TUB'- A 'S")} I t I r-iA X 3/4 SELF TAPPING SMS I CONCRETE OR MASONRY 1j BYOT_=iS I i X = X 3is QNE. BY WOCr-- i I " eLC< BY OTHERS Q { t ', t CENTRAL: FLOPMA . B.O.A.F. X 3 Sc' n TA4.TN= SMs h1ANU ACTMER . NAAS • ' HEAD ( i:P.)R/Di} X`72V ERS I ItI SECTION' A —A 121 D ASTER Fll v# r- 1C0. P.W./DESIGNER j SILL CTYn) l 48 X 3i4 SE_r - 3Cn P.W./DESIGNER - a- y- TAP ihG SHS I i X 2 7/15 X 3/8 SILL (TYP.). I t TUBE MULLION 8 x 3 '4 SELF i- E TAPPING SMS 2 X 4 X 3/8 TUBE MULLION S_ ALANT BETWEEN ViNBOV FLPNGE -(\ i MUu_iGN ode X 3/4 SELr iCCC S.H. TAPPING SMS HEAD ( TYP.) SECTION A —A 4) 1000 F.W./DESIGNER SILL LTYP.) X 2/4 SE'JF TAPING SMS% 1 X 4X 3/8 iTrilr— tnnl / 1JL:. rlJL_lU,Y x. 3/4 SELF TAPPING SMS SECTION A —A, (7) LJAJ S x 3/4 S_Lr 8X3/4 SELF TAPPING SMS TARPIN* SMJ HEADS YP.) r 5 HEAD t-.P) SECT ;^; ^ -- A (C i _.. __._ -_ . i 5 21002 iNa 4 ATID` AN HGR 3/ 5 UTA i— EXTERNAL MULL7N INSTAL •_ATMN CLar KILLION NIN. EN A . I r A, PT ELEV.ATiON VIEWED FROM EXTERIOR TITLE: SER, 1000/17010 FLANGE SHEET. 1 Or"...2 HORIZONTAL. MIUL. L, W SEC IONS 2 uF 2. FOR DESIGN PRESSURE. CAPACIT,IES - S 1000 S.H. 1 X 2 X 1/8 1000 S.H. 1 X 2 X 3/8 TWO BY WOOD DETAIL C JAMB (TYP.) TUBE MULLION JAMB (TYP.), TUBE MULLION BUCK BY OTHERS 8 X 1/2 SELF k8 X 1/2 SELF 1 1/8' MIN. TAPPING SMS TAPPING SMS EMBEDMENT 2 x p. X 3/8 SHEATHING SEALANT BETWEEN SEALANT BETWEEN TUBE. MULLION . WINDOW. FRAME WINDOW FRAME - INSTALLATION ANCHOR #8 WOOD L MULLION L MULLION - - _.. SCREW (TYP.) 8 X 1-1/2, SELF, #8 X 1-1/2 SELF EXTERNAL MULLION TAPPING SMS TAPPING SMS INSTALLATION CLIP SECTION 'A —A (1) SECTION A -A (2) MULLION 1'X 2 7/16 x 1/8 1000 SN APPLIES TO HEAD do SILL WHERE 1' X 4' 1000 SA TUBE MULLION 1000 S.H. TUBE MULLION 1 X 2 7/16 X 3/8 JAMB (TYP.)& 2' X 4" TUBE MULLIONS ARE USED JAMB (TYP.) JAMB CTYPJ _ APPLIES TO HEAD &SILL WHERE 1". X 2" 1' X 2 7/16" TUBE MULLIONS ARE USED 8 X 1/2 SELF 8 X I/2 SELF 08 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR kB VGOD SCREWTAPPINGSMSTAPPINGSMSAIB ( TYPJ AJ9J P 00l? UOY bO SILL CLIP SEALANTWE 8 X-1-1/2 SELF WINDOW FLA GESN. SEALANT BETWEEN SEALANT BETWEEN TAPPING SMS L MULLION 1 1/8' MIN: WINDOW FRAME .. ... WINDOW. FRAME _ _ _ - - EMBEDMENT L MULLION MULLION SECTION A —A (7) 8 X 1-1/2 SELF #8 X 1-1/2 SELF_ sHEnrMn+c TAPPING SMS TAPPING,SMS DETAIL C - iY voon rRaMn+c SECTION A -A (3) SECTION A —A ('4) AUXILIARY- PLATE 1 X 4 X 1/8 jTUBE X 4 X 3/8 Q•j,lC• (FOR ADDITIONAL. ANCHORS, WHEN REQUIRED) TUBE MULLION MULLION. r Rom' Fl,`: ° O A ! }} A A 3000. SUi, 1000 S.H.tF — O JAMB (TYP.) l JAMB (TYPJ1E5S . 8 X 1/2 SELF 118 X 1/2 SELF TAPPING SMS TAPPING SMS V SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME - WINDOW FRAME 4 MULLION L MULLION 8 X 1-1/2 SELF #8 X:.1r1/2 SELF TAPPING SMS TAPPING-SMS SECTION LA=A (5) S(tCTION' A —A (6) 8 SELF TAPPING SMS (TYP.) `— DETAIL B MULLION ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS INTERNAT'ONAL, INc SANFORD, FLORMA TrrLE:SER. 1000/1500 FIN SHEE.T.•.1 OF.2 VERTICAL MULLION SECTIONS`- j F 2e02 SEE OTHER S I DE ( SHEET 2 -OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY DATE:2/6/02 SCALE:NTS DWG.: 1VMF`IN iy 10CC S.N %-'- x 2 x 1/e ;COO S.H ,- t x 2 x 3/e J.A.E (TYF,) / TUBE' MULLION E X 1/2 SELF #8 X tit SE_F TAPPi?iC SMS iAPPI,,G SMS SCALANTrB_vcc a MUL_[uN TAPPIN_ SMS SECTION A -A, l TU3E.MULLION . R?!? (TYP.)PJ IL SEALPT 3ETV£EN vtz.vcN_ES. c X... Y SELF r r.a ShS S_:' C 'IOP. A —A (Z` r 1 X 2 7i1E x 3/6 1000 S.H. `GEE MlA_LiuN AM3 ( TYR) I ONE BY WOOD__ DETAIL L 3: C{ 3Y r: T E;nS \\ u. 4 MASONRY BY rTN KS IEMBEMENT. 4 \ a I T—: t STA 9 I N A'. 434 t _A. 7t N SrF ANC _ (T Y= A 4 X _, aEX-ERNAL MULLION S CON LIES TO rEAD & SILL N-I R 1+-1 i.'.. 2+ ..BL ti4.. .. ' ..:cam JSE.,, y CCJ _ JAMB ( TYP.) 1 (— - 5 X !/ 2 SLLF 8 X 1/2 SELF TAFPitic SMS TAPPING SMS SEALANT BETWEEN VINDOVFLANGES a MULLION x8 X 1- 1/2 SELF TAPPING SMS SEC110N A —A Q5 I X 4 X 1/E TU3E MULLI:]N COO 1-H. ` + COO S.H. - JAMB (TY?) 1 JAM3 (TYp.) . e X 1/ 2 SELF rA PIN , S` 7S SEALANT BETWEEN 9 VrNDn-V FLANGES. . L MULL ON X 1 c SELF TAPPING SMs SECTION A —A ; 5, 7- A! L J 4e X 2/ 2 SELF ;. r-INSTAL L ATION ANCHOR APPIN! S-S I ! 1 3/1DIA TAG(•GN f! SCE V ANCHOR TYR) J SILL CLIP I R _ SEAi:Fhi EETV_ EN k8 X ! !/2 SELF . Q VIND^_'J FLANGES i 1 !/• MiN. ScP.LANi 'nETV£ENTA. PING SMS I Q EM3ELM iN. VIN) JGV FLANGES g'. MULLION \ - — a MULCON Sr TiON Q TAY SELF - - PRECAST SILL EY TH RS.I . TAF?ING SMS D`_TAIL C i IX :DRY PiuAl A -A k ) j - Y ho '_ANCHORS, - I. 1 1_ I (F R aPD: TI V!- ti RcCUIRED). X 4 X 3/ 8 7. p4-----•--I TUBE MULLION t'f, • i 1 G r" A SMS, ( TYP,) I ELE' J4'ivPJ t18 x 1/2 SELF VIEWED ROm EXTEMOR TA?PING SMS------- --- . NALINC FLORIDA EXTRUDERS. sAxFRaxD°' FLORIDA TPI'LE: SER. 1000/ i l5:,0 : ELANGE . SHEET 1 0F - 2 VEK;-_H_ MILL _LiN SECTIONS SEALANT EETV'EEN ! vtN3nv FLANGES i SE.F OTHER SIDE < SHEET 0r 2) r,[IR Lr.Uu.taN D SIC' v PRES`•'UR_E x8 X 1-t/2SE ; CAPACITLES SELF, TAPPINC SMS ^: FEB 15 y J7 . .. 'DRAWNMSH 'APPROVED. HY BY: ; CiIy A—r tc1 ;DATE: 2/1/G SCALE .':iS DWG.. .V,", LC i ao 10%v S.N. . /-- i X 2 X I /8 11= S.H. - JAVC .'YP.i 1 TUBE M-L. _nM8 .TY?; E X 1/ 2 SELF TAPPING SUS I X 2 X 3/8 TO 'r.Or<'ZGNTAL MULLION ITOWULU!v I i 1 T I iX ISR CX 1/ 2- SELF TAPPI NG SMS \ I ` TLBE MULLIONi _ TiL SC2C. iF . 1 I J 5 _ _ loo S _. T_ CV _ S A' Ah T -_`! +/ - \ SEA' -aaE V ch i _., . !,Y 1 + 114, L WIC:;,' t' AN c +. ; V.NLIV LAhuES-.r . k X :-1/. $i.' - t. . r. , c G Sr. SMa Lac X /B A. r- DQN A —A .% c—C:t:ON A. -A I11 , /.....Ss5 -- '_X 0R-?X MULL (7ly-p) GMULLION' I X 2 7/ 1E X 3/E Tvi3 S l^ T E MjLN rN/SiTA '_AT1 AvC. CQ S. D[4 - 0r uv1v:0 SH. AM? YPJ SEALANT BETWEEN JAMB CrYP.; #i2 X 1-11/v_ SELF' WIN JV LNCES. SCREW ANCr"'R CTYPI, M!U 8 _> IOv .TA?fl'NG SMS - t. . 1 S ECT; ON A —A : J! 8 X 1/ 2 SELF pa X.1/2 SELF j TAPPING SMS \ .r TAPPING SMS — Q EMBEDMENT 1 '/4' MIN. i - S R + BY H SEALANT BETWEEN SEALANT BETWEEN - CE:gI'ti-Y I i -- PRECAST PLATTER S WINDOW FLANGES WINECW FLA.C_S - #8 X 1-1/2 SELF ^ 6 M'JLLIGN - - 6 L L17N .. _ <FJa A .T; CNAL AN 7 QS WHEN c O..IRCii: A?PING $M$ 7 .I TAPPING SMS - SECTION A —A 3_) SE T ON A -A (4) X 4 X 1/E r' X 4 X 3/8 TU TUBE MULLION " a'"'tLIDN I Y y ® t t F TRIPPING 8! , s_ r =. i00C S.H. T' ELrJ N QQ . qJAM— c+ v J, Errc^U. vcX =R'CR J i F`iC INTERNATIONAL, INC 6 X i/'c SELF x8 X 2/2 SELF 6 FLORIDA - EXTRUDERS : sANFORD, FLORIDA TA?PING SMS TAPPING SMS _ rrLr;:SER iGOG/ 1 S00 FLANGE . SHEET 1 Or--.2 fr _ I I i1 TOHORIZONTA_ VER,T _ CAL MULL - i_N I N SEALANT BETWEEN SEALANT BETWEEN t - . - SCE THER S I L_ C SHEET `2.. t' 2) -..- ER.' . W1NLuV FLANGES bI "—w FLANZ- s - k8 X I-i/2 SE;- DESIGN P. RESSU E-CP,PPC IT `I ES - ' - 4 MULLION _. _.. _....6 MU fON _ TAP-•NG SMS' - - _ TAPPINGISMS E F F-8 15 LL°U DRAWN BY:MSH APPROVED BY; cECTIOi A —A i J\' r'+ 0t • A -A /'^ r i DAIE:2%G J2 SCALENISDWG.: 1 Vt-`fH-M L . r 3/ SEALANT BETWEEN APPLIES TO HEAD & SILL WHERE 1 X 4' WINDOW FLANGES & 2' X 4' TUBE MULUONS ARE USED L MULLION AUXILIARY PLATE DETAIL C O-GR ADDITIONAL ANCKURS..VHEN RE01JUMP) 2000 P.V./DESIGNER 2000 P.V./DESIGNER SILL (TYPJ SILL (TYPJ 8 X 3/4 SELF #8.X 3/4 SELF SHEATHING' TAPPING SMS TAPPING SMS 10 1 X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 TUBE MULLION TUBE MULLION _ INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ SEALANT BETWEEN WINDOW FLANGES a NULLIDN EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (1) BUCK BY OTHERS 8 X 3/4 SELF 1000 S H. TAPPING SMS HEAD (TYPJ 2000 P.V./DESIGNER SECTION A —A (2) SILL (TYPa 8 X 3/4 SELF TAPPING SMS . T2.X 4 X 3/8 TUBE MULLION rd l +""" 7 SEALANT BETWEEN ulf 1V W FLANGE l tip 1V S L MULLION we up 5 SEALANT BETWEEN ` #8 X 3/4 SELFSEALANTBETWEEN WINDOW FLANGES WINDOW FLANGES - TAPPING SMS L MULLIONaMULLION ' 2000 P.W./DESIGNER 2000 P.W./DESIGNER EA S.H. SILL (TYPJSILL (TYPJ . HEAD (TYPJ 8 X 3/4 SELF TAPPING SMS 1 X 4X1/8 . TUBE MULLION 8 X 3/4 SELF SECTION A —A (51 TAPPING. SMS 1 X 4 X 3/8 . TUBE MULLION 8 X 3%4..SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 SR . _ _ 1000 S.M. HEAD (TYPS - HEAD (TYPJ SECTION A —A (3) " SECTION A —A (4) MULLIONvimAPPLIESTOHEAD -SILL WHERE 1' X 2' h 1' X 2 7/16' TUBE UUUJONS ARE USED DETAIL_.. __. scArwac R INSTALLATION ANCHOR se vDOD SCREv cTYa NOR¢ CLIP. L1 1/w MIN. I EMBEDMENT I 1 ve N[x EMBEDMENT DETATL. C .. / L— A / FLORIDA- EXTRUDERS INTERNATIONAL, INcSANFORD, FLORIDA mu:SER.." 2000 FIN SHEET 1 ..OF, 2, TttN- H RIZONTAL MULLION SECTI NS' ITRIPiF SEE OTHER SIDE (SHEET 2. OF .2)" FOR DESIGN:PRESSUREz CAPACITIES - DRAWN BY: MSH ' APPROVED BY.. DATE:2/6/02 SCALE: NTS DWc.: "2HMFINTR L I TYPICAL MULLION TO CONCRETE JAMB APPLIES TO JAMB WHERE 1- X 4- DETAIL 8 do 2' X 4' TUBE MULLIONS ARE USED) Q 2000 P.V./DESIGNERrSILL (TYPJ 2000 P.WJDESIGNER SILL (TYPJ CONCRETE OR MASONRY_. I #8.X 3/4 SELF 1 #8 X.3/4 SELF BY OTHERS TAPPING SMS 1 X 2 7/16 X 1/8 TAPPING SMS1X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16' DIA TUBE MULLION TUBE MULLION . TAPC:ON SCREW AN. ANCHOR (TYP a ONE BY WOOD EXTERNAL: MULLION INSTALLATION CLIP BUCK BY OTHERS ANT BETWEEN SEALANT BETWEEN 4 ' OV FLANGES WINDOW FLANGES LLION L MULLION 2000 P.V./DESIGNER - MULLION 8 X 3/4 SELF 2000 S.H. TAPPINGSMS 8 X 3/4 SELF-. 2000 S H. TAPPING SMS SILL ( TYPJ HEAD ( TYPJ HEAD (TYPJ 8.X 3/4 SELF SECTION A —A (1) SECTION A —A (2) TAPPING SMS . 2X: 4X3/8 Q TUBEMIJLLIONr S { j( :, •• SEALANT BETWEEN VINDOW FLANGE L 1 .1/4 MIN. CENTRAL 1 MULLMN CTupy LORl P a f r—A I R8'X 3/4 SELF A SEALANT BETWEEN TAPPING SMS WINDOW FLANGES - .. . L MULLIDN 2000 S.M. 2000 P.V./DESIGNER 2000 P.V./DESIGNER HEAD (TYP) SILL ( TYPJ. SILL (TYPJ . UTA X 3/4 SELF #8 X 3/4 SELF SECTION A —A (5) PPING SMS TAPPING SMS 1X4 X1/8 1X4X3/8 TUBE MULLION TUBE MULLION ELEVATION VIEWED FROM EXTERIOR INC SEALANTBETWEENFLORIDAEXTRUDERSRNATIONAL, v+ DOv FLANGES .. SANFORD, FLORIDA ID .. LMULLN..... . T=: SER Q-j _:;:200.FLANGE SHEET 1. 0 2 TRIPLE HORIZONTAL MULLION SECTIONS 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS SEE OTHER SIDE <SHEET 2 OF '.2) FOR 2000 S.H.... 2000 SA HEAD cTYPa HEAD (TYPa DESIGN -PRESSURE=°CAPACITIES a 3) SECTION A —A (4) = SECTIONA=A ! 1 8 $ 21102 DRAWN BY: MSH APi%OVED: BY DnTE: 2/6/02;.., sc.E: NTS: pwG<:2HMFLGTR_- k. 9 8r APPLIES TO HEAD & SILL WHERE 1- X 4- AUXILIARY PLAT 2* X 4' TUBE MULLIONS ARE USED I I A B,G-A F- TaR ADDITIONAL ANCHORS. VHEM REWIRED) Gli l'r'.F 'L,'J`lu. DETAIL DIANU 'A .TUit( A NAME' SHEATHING. X7i?VD IM SEALANT BETWEEN WINDOW FLANGES iutr.++ .. y„Q JA Q +'j yi O O _ L MULLION 'SCREW ANCHOR #8 WOOD MULLION. 'SCREW (TYP.) 2000 P.W./DESIGNER 2000 P.W./DESIGNER SILL CTYPJ SILL'(TYPJ. O il8 X 3/4 SELF #8 X 3/4 SELF' EXTERNAL MULLION TAPPING SMS. TAPPING SMS INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS Ix27/16X1/8 1X27/16X3/8 TUBE MULLION TUBE MULLION HUILION ., SEALANT BETWEEN WINDOW FLANGES L MULLION .. - 11£IED...1 2000 P.W./DESIGNER IIETAD c /' r A SILL (TYP.) 1 8 X 3/4 SELF #8 X 3/4 SELF 1000 S.H. 'TAPPING SMS 1000 S.H. TAPPING SMS ' #8 X 3/4 SELF L_ A / HEAD (TYP.) HEAD (TYP.) TAPPING SMS SECTION A —A (1) 2 x a x. 3/e . SECTION A —A (Zl TUBE MULLION L 1 1/8' MIN EMBEDMEN Ft EVATION SEALANT BETWEEN '`'VIEWEDFROM EXTERIOR' WINDOW FLANGE - - APPLIES TO. HEAD, Lc'.SILL WHERE 1' X 2' SMULLION _. :... 1' X-2.7/16'-TUBE-MULLIONS ARE USED SEALANT BETWEEN -SEALANT BETWEEN - .. ... .:, .. INSTALLATION ANCHOR WINDOW FLANGES WINDOW FLANGES _ - "-'- - - "#H WOOD SCREW 6 MULLMN" 6 MULLION _ , .. .. (TYPa 2000 P.W./DESIGNER 2000 P.W./DESIGNER #8 X 3/4 SELF HaRtz CLIP SILL ( TYP.) SILL CTYPJ TAPPING SMS 8 X 3/4 SELF #8 XL 3/4 SELF TAPPING SMS TAPPING SMS —1000 S.H. SECTION A —A (J) I iie MIN. 1 X 4 X 1/8 - I X 4 X 3/8 HEAD (TYP.) EMBEDMENT TUBE MUIIIDN TUBE MULLION FLORIDA- EXTRUDERS 1xTExrrATloNAI. INC SANFORD, FLORIDA t TITLE: SER. 2000 FIN SHEET 1 OF 2 i` TWIN HORIZONTAL MULLION SECTIONS V. SEE OTHER SIDE (SHEET 2 OF 2)FOR ae x 3/4 SELF ` #8 x 3/4 SELF DESIGN - PRESSURE CAPAC I T I ES TAPPING SMS TAPPING SMS 1000 S.H. 1000 S.FL f E$ 2Ci?2 HEAD ( TYP.) HEAD (TYP.) DRAWN BY: MSH REPROVED. BY: SECTION A -A (3) SECTION 'A —A (4) DATE:2/6/02 SCALE: NTS DWG.: - 2HMF INTW a TYPICAL MULLION TO CONCRETE 0 JAMB dc 2UX 4. TU8E8MUWONSWHERE I ARE USED) _ Q i 2000 P.V./DESIGNER SILL (TYP,) 8 X 3/4 SELF TAPPING SMS 1 X 2 7/16, X 1/8 TUBE MULLION SEALANT BETWEEN SEALANT BETWEENW(NDOV FLANGESWINDOW FLANGES. L MULLION L MILLION 8 X 3/4 SELF 2000 SA TAPPING SMS HEAD (TYPJ SECTION A -A (1) WINDOW . FLANGE — .--- - L MULLION YaMiUFACTURER NAME: 71 ! V 6_AS - DETAIL H .. - f — A 8 X 3/4 S TAPPING SMS A SEALANT BETWEEN - VINDOW FLANGES _.. - 2000 S.H. - .. L MULLION 2000 P.W./DESIGNER r SILL (TYPJSILL 2000 P.W./DESIGNER TYPJ HEAD (TYP.) SECTION A —A (FJ) I #8 X 3/4 SELF 8 X 3/4 SELF TAPPING SMS 1 X TAPPING SMS E LEVATiON MULLIONTUBEMULLI TBE MUL3/8 LION VIEWED FROM EXTERIOR C. FLORIDA EXTRUDERS ORD, g OREDASEALANTBETWEEN VINDOW FLANGES . L MULLION 1': SER.; 2000,.. FLANGE -SHEET 1; OFF.. TWIN H RIZONTAL MULL IdWtECTIONS 8 X 3/4 SELF 8 X 3/4 SELF SEE OTHER SIDE SHEET 2 OF 2) FOR TAPPING SMS 2000 S.H. TAPPING SMS 2ooa S.H.. CAPAC.I T I,ESDESIGN HEAD (TYPJ HEAD (TYPJ PRESSURE- f' SECTION A —A (3) = SECTION A —A (4) F S Z!)CZ DRAWN HY: MSH _:. APPROVED. '., DATE2l4/02, . SCALE:.NTS Dwc.c '2HMFLGTW., PLATE APPUES TO HEAD & SILL.WHERE 1' X 4" AUXILIARY 2' X 4" TUBE MULLIONS ARE USEDQ-UR ADDITMNAL ANCNORS, WHEN REMRED) O D AI L C CENTRAL FLOMIA F. ®. A. F. SHEATHING MAN[J ACTURER NAB: o -o L oR t ,a7fzuDtRS SEALANT BETWEEN s FILE# MULLION INSTALLATION ANCHOR #8 WODD SCREW (TYP.) WINDOW FLANGES O i MULLION 2000 P.W DESIGNER 2000 P.V./DESIGNER SILL (TYP.) ERNALSILL: (TYP.) MEXTMULLION 8 X 3/4 SELF 8 X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS . TWO BY WOOD BUCK BY OTHERS 1 X 2 7/16 X 1/8 TUBE MULLION 1 X '2 7/16 .X 3/8 TUBE MULLION MULLION SEALANT BETWEEN WINDOW FLANGES 4 MULLION t—. 2000 P.V./DESIGNER 1 SILL (TYP.) A 8 X 3/4 SELF i000 S.M. TAPPING SMS 8 X 3/4 SELF 1000 S}L TAPPING SMS HEAD.(TYPJ 8 X 3/4 TAPPING SMS HEAD (TYP.) HEAD 2 X 4 X 3/8. SECTION A —A (1) SECTION. A —A (2) _ TUBE MULLION 1 1/8MIN. EMBEDMENT ELEVATION .-,- VIEWED FROM.:EXTERtOR SEALANT BETWEEN ._. WINDOW FLANGE DETAIL B APPLIES TO HEAD&SILL -WHERE 1" X 2' i MULLION,:, 1 X 2.7/16'..TUBE -MULLIONS ARE: USED. tnsTALunaN ANpiDR SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES 18 SFC' TION A—A (5) I -WOOD. SCREW -.- .. R,: P, .. - ... WINDOW FLANGES L MULLION i MULLION*r000P fbRIZ aIP2000 P.W./DESIGNERER SILL ( TYP.) X V4 SELF TAPPING SMS 8X 3/4 SELF3/4 SMSNG SELF SMS 1000 S.H. TPPINGl 1/8' MIN/1 X 4 X 1/1 X 4 X 3/8 HEAD (TYP.) EMBEDMENT TUBE MULLTUBE MULLION FLORIDA INTERNATIONAL; INC EXTRUDERS. SANFORD_ FLORIDA TPPLE: SER. 2000 'FIN SHEET. i OF 2H RIZNTALMULTINSECTINSSEE THER SIDE(SHEET 2:OF 2> .F R 3/ 4 SELFDESIGN PRESSURE CAPACITIES aex.s/a sELFX TAPPING SMS B SMS.. _ING 1000 S.H. HEAD (TYP.)DRAWN BY: ppPRQVED,BY,. HEAD ( TYP.)_. SECTION A —A (4) DATE:2/6/02 sCAIz:N'TS Dwa:: 2HMFLN: SECTION A —A (3) s TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE 1' X 4' DETAIL8 h T' X 4' TUBE MULLIONS ARE USED) Q SEALANT BETVEEN SEALANT BETVEEN - ...`.. VINDOV FLANGES WINDOW FLANGES BY OTHERCONCRETEYOTHEROR NASONRY MULLION MULLION S 2000 P.W./DESIGNER POGO P.V,./DESIGNER INSTALLATION ANCHOR 3/16' DIA rSILL CTYPJ r SILL <TY TAPCON SCREW ANCHOR CTYPJ 8 X 3/4 SELF r # 8-X 3/4 SELF TAPPING SMS' A N EXTERNALMULLIOTAPPING SMS 1 X 2 7/16 X 3/8 ONE BY WOOD INSTALLATION CLIP 1 X 2 7/16 X 1/8TUBE TUBE MULLION MULLION BUCK BY. OTHERS MULLION 2000 P.V DESIGNER SILL CTYPJ ., . 8. X 3/4 SELF . TAPPING SMS 8 X SELF 8 X 3/4 SELF 3/4 2000 S.H. TAPPING SMS 2000 S.H TAPPING SMS 2.X 4 X 3/8 Q HEADCTYPJHEADCTYPJ . TUBE MULLION 4+ 1 1/4' MIN. EMBEDMENT - A s 8 X 3/4 SELF:: A.. TAPPING SMS 2000 SR r, HEAD CTYPJ: SECTION A —A (5) ELEVAnON VIEWED FROM EXTERIOR A FLORIDA, EXTRUDERS SAN ORD, MA SANFORD, FLORIDA TTIE: SER. 2000 FLANGE SHEETva F,2 A , JC-•,, H RIZ NTAL MUL.LION SECTI NS SEE OTHER SIDE <' SHEET 2 F F 2): R 8 DES I GN `PRESSURE CAPACITIES ° t 2W DRAWN BY: MSH APPROVED DAzE:2/ 4/02 •; scam: NTS m DRc....2HMFLG ay TWO BY WOOD _ BUCK BY OTHERS DETAIL C 1 1/8' MIN. . EMBEDMENT 2000 S H 2O00 S.H. JAMB (TYPJ 1 X 2 7/16 X 1/8 JAMB (TYP) 1 X 2 7/16 X 3/8 TUBE MULLION TUBE .MULLION 2 X 4 X 3%8 SHEATHING TUBE MULLION 8 X 1/2:SELF :. 8 X 1/2 SELF .... INSTALLATION ANCHOR #8 WOOD TAPPING SMS-. TAPPING.SMS SCREW (TYP.) EXTERNAL MULLION. INSTALLATION CLIP 2000 S.M. MULLION JAMB (TYP.) APPLIES TO.. HEAD .& .SILL WHERE 1' X 4' 2• X 47 TUBE MULLIONS ARE USED SEALANT BETWEEN SEALANT BETWEEN 8 -X 1/2 SELF APPLIES TO HEAD &. SILL WHERE 1" X 2" WINDOW FRAME WINDOW FRAME TAPPING SMS 1" X 2-7/16" TUBE MULLIONS ARE USED L MULLION ... ... L MULLION 8 X 1-1/2 SELF' 8 X 1-1/2 SELF INSTALLATION ANCHOR TAPPING SMS TAPPING SMS AI #B WOOD SCREW SECTION A —A (1) SECTION A —A (Z) TYPJ SILL CLIP 7 _7 p, fi(t, CE R Le h n ... FLPdUxu ACENTRAL- B: O. A. F. SEALANT BETWEEN 8 X. ,1-1/2 SELF WINDOW FLANGES .` : - 1 1/8, MIN. R NAM,: TAPPING SMS a MULLION EMBEDMENTMANUACT GoR Ih4 i14J117 SECTION A —A (5) 7- SHEATH —1 Af A B'R`Vn &`HH 9 vaak. FRAMING u u 8 X 1/2 SELF TAPPING SMS 8 X 1/2 SELF TAPPING. SMS SMS (TYPJ:. EtEVATtON DETAIL-B IONMULL - VIEWEO'•FPOM_ EXTERIOR FLORIDA .EXTRUDERS sANFORD, FLoxma TrrtE:SER. `` 2000" FIN" SHEET 1 OF 2 VERTICAL MULLION SECTIONS_ SEAIANi BETWEEN WINDaW FRAME SEALANT BETWEEN WINDOW FRAME . c MULLION SEE THER SIDE < SHEE.T 2 `OF 2> -'FOR DESIGN PRESSURE CAP.AGI T I ES JLL10N8 X 1=1/2 SELF ---- TAPPING. SMS. 8. X 171/2 SELF TAPPING. SMS DRAIYN BY: MSH ":' APPROVED BY DATE: 2/6/02 SCALE: NTS DWG'.2VMF I N SECTIONAm (3) -: ,. - . ;- SECTION A —A "I SECTION a JAMB0 TYPJ TUBE MULLION I/Ba23/8 JAMB TUBE MULLION ONE BY WOOD DETAIL C S BUCK BY OTHERCONCRETEORMASONRY' t L AV nTWrOT PRODUCT CONTROL NOTICE Or ACCEPTANCE Prenldor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 MIANTI-DADE COUNTY. FLORIL METRO-DADE FLAGLER BUILDii BUILDINC CODE COMPLIANCE OFF14 METRO-DADE FLAGLER nUILDr 140 WEST VLAGt.CIt 911RI:137I', SUrlli lG MIAMI, FLORIDA 33130.1f 305) 375-2901 VAX (303) 375-25 CONTILV'COR LICENSING sliCrit 303)373 2327 FAX(30$)373--.' ONTILU'I'Olt HNFORC't?dt1?NT 0I1'ISIt 305) 375-2966 FAN (103) 373-!' i,uol)u(. r CON IT01. UIr'IS1 303) 373-2902 VAX (305) 372-6 Your application for Notice of Acceptance (NOA) of Lutergy 6-8 S-W/E Insiving Gla2e'd Double w/sidelites Residential Steil Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely descl ibed herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure 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 1 use of such product or material inlmediately. 13CCO 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 b- incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04102/2006 haul tcoarlgucz Chief Product Control Division THIS 1S THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONINI(TTCE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. MI P TZ O V C D: OUi1051200 i Francisco J. Quintana, R.A. Director Mian)i-Dade Comity Building Code Compliance O1'1ic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 AI111ROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE 01' ACCEPTANCE,: SPL'CIFiC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approvcd drawings. 2. PRODUCT DESCRIPTION 2 1 The Series Entergy 6-8 S-WIE Insiving Glazcd Double Residential Insulated Steel Doors Sidelites- and its . components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division, These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Si,i f;le 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 angle between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area 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 inttallation of this unit will require a hum, rotcction system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIRENIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1,2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1,3 Any other documents required by the Building Official or the South Florida Building Co. SFIIC) in order to properly evaluate the installation of this system. Manu l Perc2, P.E. Product Co ro Exam: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 0I-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acccptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are 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 sealed the required documentation mitil submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 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. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF T111S ACCEP' 'ANCE Manu Pcrcz, P.E.; Product Contr :scam Produ 'ntrol Division Glazed Units 6'8" Height Inswing X 2 0" COP-WL-MA0141-02 02-0419.08 Application Fled) 52.0 NO 2,6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO j I17' 2.8" + 1'0" COP-WL-MA0143-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'G" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 I NO I 1 17 + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1.0" 1'G" - 3'0" + 1'0" 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2't 0" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO i 1 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 I NO 2'8" + 2'8" 2'10" + 2'10" TV + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2't0" + 2'10" + 2'10" + 2'10" 3'0" + 37 + TV + 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 (w,.w.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 buiiding 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, L' .02 O akcraff AR 4 EK" t.<IuueDlYlrem r tr ,. 1' l ll'Y.kC.1,AS\ P-NIKY IK'09t I..-Tl NFp tl..[E""r Doer[ 1 Ov lY D[ar. lur cD n nm^9 Dngrun of D J:.uCI nllDratCnHui m,tket sDCOfoI ali.0eipn mtl Do0uc1 Masonite international Corporation ocl. til sulrjCG Io C)npC wd oul nG1iCC. CO.PilULMAOM1100 02 Glazed Units 6'8" Height — Outswing x 2 0" TV 2'8" COP-WL-MA0161-02 2'10" 3'0" 02-0418.03 Application Filed) 55.0 NO 3'6" Not Listed Not listed — f I 1 28"+10" i. 2'8" + 17' F 21—J + 1'0" 1 2'10" + 1'2" 3'0" + 17' 02-0418.03 COP-WL-MA0163-02 (Application Filed) 55.0 NO j l E x0, Ox. Ox0 1'0"+TV+'IT COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO l 1'0" + 2'10" + 1'0" 17' + 2'8" + 1'2" 1'0" + 2'8" + IV' 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" ; 3'0" + t'2" 2'6" 2'6" 2'6„ 2'8" + 2'8" + 2.E- 2'1G"+2'10"+2'1V i 3'0" + 3'0" + 3'0" xx, OxxO 2'8" + 2'8" COP-WL-MA0162-C2 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 210" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0418.03 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0165-02 (Application Filed) 55.0 NO i 3'0" + 3'0" + TO"'+ 3'0" 1. Dccr 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 d geographic location is determined by ASCE 7 (Minimum design loads for buildings and olher structures). National, state or local building codes specify the edition required. 5. Masonite international structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. aft ARTEK' h..NFRY UOCFAS Na•r. #4 F.br,W. Gr> Cw: A. 4 M. M2 Om CmMww''p D'oq'am of 0,00"a improvement makes speeifpGons. Mipn Wo D'ooud dcljil .v-jxl to Gbintte witlwl ro9ce. f..lu,•e Ir Irom owlln o• Ma sonite International Corporation. FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing s. 2'0" i 2'6" 02-0423.01 i X 2'8" COP-WL-MA0146-02 Application Filed) 40.0 NO 1 2'10" 3'0" 3'6" Not Listed Not Listed t• t 1 t t r.l• r r• t 1. -, 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 02-0423.01 2'10" + 17' COP-WL-MA0148-02 Application Filed) 40.0 NO i a0 +10" r t 37+17' r 1'0" + 2'8" + 1'G" 1'02'10" + 1'0" X;_. 0X, C:;i) 1'2 + 2'8" + 17' _ 1' 0" + 2'8" + i'0" 1' G" + 3'0" + 1'0" 02-0423.01 1' 2" +2'10" + 1'2" COP-WL-MA0149-02 Appiication Filed) 40.0 NO 17' + 3'0" + 1'2" TV + 2'6" + 2'6" 2' 8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" 2, 8" + 2:8" 2' 6" + 2'8" 02-0423.01 COP- WL-MA0147-02 Application Filed) 40.0 NO 2'S G" + 210" 3' 0" + 3'0" XX, OXXO 2' 6" + 2'8" + 2'6" + 2'6" 2' 8" + 2'8" + 2'8" + 2'8" 02-0423.01 2' 10" + 2'10" + 2'10" + 2'10" COP-WL-MA0150-02 Application Filed) 40.0 NO 3' 0" + 3'0" + 3'0" + 3'0" i Notes: 1. Door arrangements usii:g fewer panels thar. what. is shown in the above chart also comply under the product approvals shown. 2. Assembly detai!:> are availab'e from. the Masonite international website (www.masonite.com) or from the technical center. 3. ! r.sW'a:ion ins!rectio ,s are 3v3ila5le fro^t ;he lo.asonite Internaticnal website (www.masonite.com) or from the technical center. 4. Actuai design pressure requirament for a spaci`tc cuilding design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local buileing codes specify the edition required. 5. Masonite International structural, cyclic, air, waver, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA2.01, PA202 & PA203. Oak aft t, ciws r.ry t,D," w •," Q Masonite intern ationar Corporation TEC" t.. F II1 ,.M t: 1..\(i I:N'r kY jf)(1<II:S New-i•.r..•,Y,-0ertnu GntDmn A;, d N. 2002 t; ia c:I .oa,G 7rc^m, ct urocun rr.pro.cmtnt uFcs fDC tls-: nr•s, [rsgn .J 7>:al 1 11 III 1 I FIBERGLASS DOORS Glazed Units 8'0" Height — Outswing X 2'D" 02-0423.03 COP-WL-MA0166-02 (Application Filed) 47.0 NO 2.6" 2'8" 2'10" 3'0" TV Not Listed Not Listed X0, OX, OXO 2'8" + 1'0" f f COP-WL-MA0168-02 r.t: r 02-0423.03 Application Filed) r• , 47.0 f. •t NO 2'8" + 1'2" 2'10" + 1'0" 2'10",+ 1'2" 3'0" + 17 3'0" + 17 1'0" + 2'8" + 1'D" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'D" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + TV 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-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 & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raff ARTEK" E.cI"v."1y rium w....l..r.im rc,•"rcn FIBERGLASS F.N'tKY 1 000W% N T.. Fa«p•.. Emry Deer CJYr vY i r/i L l///. W All 129. 2g02 Masonite International Corporation Our cont,nu,ng program of product improvement makes specillcations, design and product detail $,DIM 10 change *Moot notice. MCOP 600100 02 ' 0Ole Opaque Units 6'8" Height — Inswing 2'0" 2'6" X 2'8" 2'10" 3'0" 3'6" COP-WL-MA0101-02 01-1031.01 76.0 NO Not Listed Not Listed X0, OX, OXO 2'8" + 1'0" COP-WL-MA0103-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 17 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" IT + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 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 & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft AR EEC.. W •.••1-•ruin -I c-urc.l F IHI:RGI.TSS ENTRY DOORS Nen T.. F4gN Er Dow. Apra 19. 1001 pur com n•np pr.'r of D,Odutl -p,0Y en1 makes SDev to -s, 0t 9n and Droduo dtlaa 3"DIeC110 tnan9e Waow n01,te E•alorirelY Irom / L, Masonite International Corporation 02COP -WL-MA0100 FIBERGLASS DOORS Opaque Units 2'0" 2'6" X 2'8" 2'10" TO" TV 6'8" Height — Outswing mlami-oadetdtdo MRaIiiij IMM COP-WL-MA0121-02 01-1031.02 76.0 NO Not Listed Not Listed — Mulliples X0, OX, OXO width) 2'8" + 1'0" COP-WL-MA0123-02 I.t 02-0109.09 Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 17 + 2'8" + 17 COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + IT 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 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" 37 + 3'0" + 3'0" XX, DUO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 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-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" TO" + TO" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 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. Qakcraff XM 4 EK" Fr N,:NG,..TSS F:NI'NY DOONS N"••Te.e.r.A fie.Nu. E_ Doer Ad,0 29. 2002 Our ConunuinD Drogram of DtOdW imD—Met makes SDCCificat,0M. design and Dtodua DeUd Suoact to Cr..Qe without .06M fir ar,' E•<uf••ely ,rom rACJYIMn./n A Qua Iry Deerr Masonite International Corporation XbRML-MA0100-02 - FIBERGLASS DOORS Opaque Units 8'0" Height Inswing 111. r 2'0" 2.6" 02-0109.08 X 2'8" COP-WL-MA0106-02 Application Filed) 70.0 NO 2'10" TO" Not Listed! WrTiT 3'6" Not Listed 11width) 1 1 rl' r r• 1 r '1 2'8" + 17 2'8" + 1'2" 2'10" + 1'0" 02-0109.08 2'10" + 1'2" COP-WL-MA0108-02 Application Filed) 55.0 NO 3'0" + 1'0" 37 + 17 17 + 2'8" + 1'0" 1'0" + 2'10" + 17 X0, OX, OXO 17 + 2'8" + 1'2" IT + 2'8" + 17 17 + TO" + 'IT 02-0109.08 1'2" + 2'10" + 1'2" COP-WL-MA0109-02 Application Fled) 55.0 NO 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" + 37 + TO" 2'8" + 2'8" 2'8" + 2'8" 02-0109.08 COP-WL-MA0107-02 Application Filed) 55.0 NO2'10" + 2'10" 3'0" + 37XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0109.08 COP-WL-MA0110-02 Application Filed) 55.0 NO2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. Oak raft AFt EK" t.Nus .e1Y r.om Y,nOONC Nu.T..wM FLwrpu EmrT Door. AD,J 29. 2002 Masonite International Corporation ou, Common, Ot00nm 01 O,'o i,n O,Ov[mMl mkeS sDecr1 j*ns. oesryn MO O,OduCr OtUd subltC'to ChWot wi1WV' n01Kt. FIBERGLASS DOORS Opaque Units 8'0" Height Outswing 2'0" 2'6" 02-0109.07 X 2'8" COP-WL-MA0126-02 Application Filed) 70.0 NO 2'10" 3'0" Not Listed3'6" Not Listed 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 02-0109.07 2'10" + 1'2" COP-WL-MA0128-02 Application Filed) 55.0 NO 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 17 1'0" + 2'10" + 1'0" X0, 0X, OXO 1'2" + 2'8" + 17' IT + 2'8" + 17 17 + 3'0" + 'IT 02-0109.07 17 + 2'10" + 1'2" COP-WL-MA0129-02 Application Filed) 55.0 NO 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" 02-0109.072'8" + 2'8" COP-WL-MA0127-02 Application Filed) 55.0 NO2'10" + 2'10" 37 + 3'0" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0109.07 COP-WL-MA0130-02 Application Filed) 55.0 NO2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center.. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. r Oak raft ARk EK" FIN F: KGIr ASS EN'I HY,DOORS r-T..e".A r4.qu. Envy Own April 29, 2002 Our commump Dropram of product improvement makcs specilicatans, design no product Mail supject to ctwnpe without notice. C.' f •rtuyirely Irom Oo epo Masonite International Corporation Unit SINGLE .••- 6' TYP. I" UNIT 8'r UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. i 1 I t• t 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. E.<ios reiy i om PREM..,..a. G,u. ;,,, Ap1il29.2002 Masonite international Corporation our co...nu.ng program of omdua unprovemenl makes SW,I-caWl. despn and produel dma.) suoittl to mange wYhout nol— XO or OX tltl I Unit ' SINGLE DOOR WITH 1 SIDELITE 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16" 17-1/8- MAXIMUM ON CENTER TYP. mill "I"1111 i 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. t E null", E 0110 Width of door unit plus 1/2" Height of door unit plus 1/4" t f f t f f Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 6 PA NOS for southern pine lumber with a side member thickness of1-1/4" 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. 91 E •<I+rerr rro pit 129 2902 Masonite International Corporation Ur lOnl r...i Jr JJ'Jnr UI IIr UU VII n:;l'U'.CenrCrll mU4e1 SUCCiI CUI•Un1. aesron anc x,"a aelml Suoint 10 cnange wanW nal¢e, OXD 1 t l l l f Unit ' SINGLE DOOR WITH 2 SIDELITES UNIT 8V UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. Mr. M 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. r t I t r • 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t t t t t t T T T. y Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA 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. n f.<lu..rly 1•m ApO29.2002 Masonite International Corporation VW C0 I nu.'0 J'U Ji J I VI II OUu:! .r Ci11C01 i11JYC5 tiVCC I C,JIJIU' 0C1W0 Ji C J UOuCI OCIJ I SUUICCI IV _+"VC woow OVIKC. - OXXO WlIPML-MA0005-02 Unit ' DOUBLE DOOR WITH 2 SIDELITES 6- 3' 6 CL TYP. TYP. TYP.ITYP. 1 ll 11 l 11 11 1 11 11 1 s" TYP. 6'8' UNIT 8'0' UNIT 13-15/16" 17-1/8" MAXIMUM ON CENTER TYP. 1 I t t t t t r a s . 1 ® M.M. t l' 1 RIM 6 per vertical framing member • Width of door unit plus 1/2" 16 per horizontal framing member • Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 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. e.al,.d.elr rrom April29.2002 Masonite International Corporation Our conlinunQ w000m of Dr odun +,,orovement makes SDKII-I'onS. qn ono O, W,,0 dead S.DIeel W C',Qe wrho.1 Wk., a XX Glazed Inswing Unit APPROVED ARRANGEMENT: z o' O Double Door Maximum unit size = 6'0' x 6.8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. COP-WWA6142=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 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 00 on 00 00 O00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n a 00 UU El 00 00 00 00 00 00 05 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AF k EEC'" E.tle.r.elr rrere rvorvT•.WrW EaxrrUv Erwrt Dew+ fM man ('I•I r••r D0t/% I IUe N(:L ASS LNl'M 1' UVOIt1 0.•i rr peer. Masonite International Corporation April29.2002 Our continuing program of D10dun .n,"entent makes sondiOlgns. design and oroducr devil sublen l0 Mande WOW nonce XX Glazed Inswing Unit J, "CORM-MA0142=D2 H FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 on` 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Serles CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EEC'" 1I"L M 1:I11.11- N r' k 1'*I)1rr)N\ No..-..r.. f:p e. E.,- D- April 29, 2002 Our com—Ag Program of product improvement makes sonoications. design am Product Mail s.b"C' ID cnanoe.,,hold nD111e. as lu,,.eiy Iro. O r ry Doer M asonite International Corporation XO or OX Glazed Inswing Unit r .: COPVL-MA0143-02 s FIBERGLASS DOORS APPROVED ARRANGEMENT. 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size = 6'0' x 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 beetl 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 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: UD 0 0 00 00 00 00 00 00 105 Series 106. 160 Series129 Series' 12 RA. 23 R/L. 24 RIL 107 Series' 108 Series 304 Series Series' This gl3Ss kit may also be used in the lollowing door style: Eyebrow 5-panel with Scroll. Oak raff MCIEW wrrdr, n 'Icnln,rJ 1:10: HI:L.\11 LN rM\' I)M IN.1—,,I..—.dF—e.0 E111, 0-11 Aprd 29. 2002 0., Wn4nwn . roVlam or OIo0K1 iMo,OKmenl nU.-Cs Soe44fAIQns. of4V^ A4 o N.u[I fuL",, Ic C:Unge -nw nol2e. PREMOa'?K,- 11, [I -,//ff - M asonite International Corporation O o O Glazed FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a an o 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 2411, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak, Taff AR k EK" I ,I III Nr:I.:\1.1 I,\•'1 Nl' III II)N.\ N•n-T w.N r:E•.Nau E nr, Do•., April 29. 2002 Ow commump DrUDram of prMuD Nn DroKm l —kp specirlolbns. oes,gn aad prooucr JM, Io cnanpe wn.'W ..' c alwry Ny , ur, PREM ;"'Z a O • „e O Masonite International Corporation Z OXO Glazed Inswing Unit APPROVED ARRANGEMENT: a>_ t o azr CQP-WL-MA014402 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3T x 6'8". Single Door with 2 Sidelites Maximum unit size = 97 x 6T Design Pressure 52.0/-52.0 Limited water unless special threshold design is used - Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 13a 00 00 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n n m m 00 00 00 00 00 0o 105 Series 106, 160 Series' 129 Series' 12 R7L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raft AR k EK" p1 `IULMCLA.\1 l:IV'I Nl' Ul)1)H1 1'1orrT..wrt4 FN«Nv Envr Dow.PREMDa"- A o April 29.2002 Qt Masonite International Corporation pm (o nnw 4 p op(am of pr OOuq mpr0 emenl makes SDKU6a1ronS. 06 en dnd p odutl oel d sib,,, w cnanpe noiae. s: COPm-WL-MA0144.02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 7.7 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a 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). 1 f / &—X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK'- F—RGLA1] LNIK) W)O-S rb T.—Fa,". E—,Dover April 29. 2002 Our continuum program of omauct improvement makes swiricat-s. oesv and product 611a,, I.bitct to cnarpe witnoui nonce. Masonite International Corporation a OXXO Glazed Inswing Unit APPROVED ARRANGEMENT:. jtj=COP=WL=MA0145 02k FIBERGLASS DOORS a O KA tJ 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: cCID go 00 U Do 00 00 H 00 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: o ri n 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raft AR 0 E C' FInLXGLA\S LN"1'Nl' U()UNti Nm Te. u.M FL t.—E."Door April 29. 2002 Our r.m.-bg pmoram of Di Obu[I Dr OOuti Oelad wb,o to Nnge wn .W -mce. Masonite International Corporation 0 s— I Oxx® Glazed Inswing Unit COP WL-MA014502p , APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a ao 00 404 Series 410 Series 109 Series 114.-120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 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). J f / &a 5 State of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raft ,AFt 1 EC" 1 `I IflN1: L.\\.l LIr'-I Hl IJf )I1N a° April 29. 2002 0W commWnp D,opram of PIOC.Ct 1mdruyemenl niAes soeGbcanom. design and oloducl delad subject to Change without nofce. E.f lufirely Irom L2'G Masonite International Corporation 7 XX Glazed Inswing Unit 8'O" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit site = 6'0- x 8T Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7•nalional, 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: 1/2 GLASS: 00 404 Series 111111 00 00 822 Series 0 108 Series Oak raft AR EICa r.•,.;.•,, ..om 0..,.i r•,o. •. U^^'T••^+•d fi°"r""E""r EO°" O ci `iI:IIaL NC LASl LW'1'N 1' UUUMS n O.•n y o Masonite International Corporation April29,2002 On, ronlnu ^C "00'am of prodUel impfovement makes SpttiliCdl,on$, design and 010Ou[i delad Su01e11 10 Change wd hoUl nmrce. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: GTLA-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). 9174 VAJNNA State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak ,raff ARk EW IiI—R:LA.l _N L'n 1 Kl I)1))K N .T..ru Fas.r—Env,0— April 29, 2002 Our conllnumo pr000m Ol producl 'nnotd,enveM makes specdkJllons. design no producl devil saolecl 10 Uunge wMoul n01-ct r.00:.elr lrom 0v.311 Deer• Masonite International Corporation or • COP WL-MA0148 02 ,. Glazed Inswing Unit 8101' FIBERGL.ASS DOORS APPROVED ARRANGEMENT: O O?" 4 t; s Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0n. Single Door with 1 Sidelite Maximum unit size = 6'0" 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-nalional. 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 00 822 Series 1/2 GLASS: 00 4t08 Series 04 Series Oak raft AR EK . 0rrra.\ Env[0^n Apra29. 2002 N, cominwno olog—, or ploftcj cm makes am v,onucr OPba yubM1(r to IWO, .",, W nm.", Mason ite international Corporation XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series CIPML-00148 02 , 890" FIBERGLASS DOORS 300 Series APPROVED SIDELITE STYLES: N a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-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). 14 vo State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR '. fe tore •1 1:10LNI LASS LN INI"`I)I)t)MS _T.toIM rA..r.0 Envy Door. April 29, 2002 Our commu,ng program 01 produo MDrove—t makes som icilgns. design and produq Gelid Nsupl<cl to cnge _no" nonce. E.cluy rely Irom m ou.lily o M ason ite International Corporation OX0 1 l Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: R- 1 K , 0 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 size = 9T x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: an as an 822 Series 1/2 GLASS: n as 404 Series Oak raft AR k EK" 11 E.IiLA\.l LNI-1' r)( 1-1 r T.—d Ec«Erasr E..r rows April 29. 2002 Our grogram of goon +n5,0 1M —keS 50Kd C2Wft$, design and WOW delaa suoien ro mange *,moo nmae. 108 Series 0.• r Oe v Masonite International Corporation 4 COPS WL-MA0149.02` Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: p 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). J X / &EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EEC`• E + •+:•.1Y tt•m eo+tutoa Non-Te.wnA FA«Ft+u Emir Donn C,'Mn"." f /{UHF V i 11.+r oFIBERGLASSl:l'1'rNl'000RS m Ou+ roe April 29.2002 Masonite International Corporation put continuing program of ptodu0 iunDrovemcnl makes specifications. design and product delad su01ec110 Change without notice. OXXO Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: A° O O c 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 = 127 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: aim 00 00 822 Series 1/2 GLASS: n 00 404 Series Oak raft AR EEC - n..,•In T.•.I r<a I:IIIIKOLA1.ti LtN1.1- Ul OKS I1•aorvT•.w.•A F-q.0 E-.10— April 29. 2002 out commurn4 program or orodua ,mwo—ent mates dev9^ and product detail SAW to change without MUM El 108 Series t,<i a;.dr rrom PRE faWi;,//...1,;, Masonite International corporation r r ;COP WL•MA015.0-02:-. - Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: o x701 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). X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AFt EK'- w,,,,a.•,. n 1:11-i RCLASS LN'1'N' 1)rlf)Mti r.br,-ie. o,.ee I tows-6,rr, Down April 29. 2002 Our commumQ prods"' of produQ'70"""'1 males speciti"I""'S desibr' W product detail subject to cnaOpe wittlout 0l tt r[lufirely M1um sM of?r,,&u,,,,.,, 0 O Masonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT: COP;WL•MA0162-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Maximum unit size = 6'0' x 6'8' Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 RA., 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raft AR 1 EK" I `. ... I..r..n 'IIQ .l I II I:HI:I.-<;nL"I Hy WIJrrtJ Te. u,eE f-0erra„EnvY Dow, J® VVMasonite International Corporation April29,2002 Ow conomm g grpggm of Olodua • D—emenf mAls sgeur¢>Irons. devgn and ".duce a ,' I wulecl to c—gc wnnoul M- XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 4 c g 00 404 Series 410 Series tog Series 114. 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTL A-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). J X / &-7f 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AqEEC'" I IU1: Nl:F.\.<l l: N'rNl' UUI>Nti Non-T•.w.•d F p•rYyu Env, Dmn April 29. 2002 Om connnuinp p,."n, or pr du dnp— men, makes smoiicr ons. devpn and prod.. dead suoit0 to cnanpe _M W nonce. El m O•• a po Masonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT: I D2WL-MA0167 x; Y. ._.x .. ,. 810" FIBERGLASS DOORS 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 = 6'0" x 8'0" Design Pressure 47.0/-47.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 11111 an 00 822 Series 1/2 GLASS: 00 404 Series Oak raft AR 4 EK'" JABLXGLASS LN'IKY D009.% Ep.q—Envy0— April 29. 2002 Out commumg prog.am 01 pt00uct mp,o,emem makes specn,ca-5. oes.gn ana p.uouct dean suoject 10 cwge'ithow not.ce EJ 108 Series E•eus v<ly Iron Masonite International Corporation I ICI I ICI iri lll 1 3 VA REVISIONS _ E: DATE: ECN N0. APPVD: DESCRIPTION I1/00 MWW I OTY (1) WAS (2) FOR TRACK BOLT 20 G MIN, ENO STILES ATTACHED TO DOOR HORIZONTAL. TRACK SUPPORT BY SKIN WITH PATENTEDOTOL{OC SYSTEM DOOR INSTNJER (TO SUIT) TOP. BOTTOM k CENTER). NEW 'B• T-- 1 r2- ALV. STEEL R-. 1-5ASTENED T' WOODOOD AC WITH LISTED" al_5/8' W000 LAG SCREWS. f1ADQN IOIT. DOUBLE TRACK 0-L'. LOW HEADROOM+ bAVAILABLEA5ANOPTION NEW •C' DOORNEIGH -L. STEEL MACK, 0CKMICKNESS:D". 8e -D eeLO'X PO$ITIDN SI/2 •RAC ET CILV. IDE. ITRACK BRACET. X BWCKETS F41t SOE. REPORT#9606CUR TOP BRACKET DOIICIXE HORIZOMAL 20 G U-BARS, IN _ olxl PATTERN (1£ TWO U-- ON BOTTOM SECTION. ONE U-BARS ON NEXT SECTION. ETC.) 8 /14aS' SHEET METAL SCRLOCAf10HOP OPTIONAL VYNR — A OPilONA1 OUTSIDE KEYED LOCK POSITION FIAx. DOOR WIDTH INSIDE O INSIDE RrVADON< O EWS C NOR II/4'.3/4' SELF IAPPWG SCREWS. DOORSUPt ]'- VERIM IAuO ATTACH4iM (WfXNf FRAua B-L_I I 14_ CA END HINS IR A INTTAufnV*c u 00' HIGH CONSIST F ((•) CrI,,SS ((SHOWN), FRONT FRWE WITH UN, I/2 a3 UC SCREWS ON IB CENTER$. IM 0.0. 41N. NEW •B• DOORSOVER1'-0' HOn CONSIST OF (5) SECrONS (tbT ). COATING ON OUTSIDE SURFACE MASMEA REQUIRED. LY; $CREWS WY BE COl1NRRS1INK NEW •E• BUT ROT REQUIRED) i0 PRONDE A RUSH 1FERLINC STOP MOULDING BY DOOR INSTALLER (TO SUIT) SVRFAC£ ""RETAL .lAMBi W NOT TRANSFER nNc n2a6 YELLOW PWE JNAB 20 G MIN. CA-V. STEEL END STILE 1 1- 2- MICX OP110 25 DA MIN. STEEL SKIN COATED WITH G-40 MIN, GLL, vANltlnc. BAKED -ON PBMER, AHO A BAXEO-ON POLYESTER TOP COAT APPLIED TO BOAC SIDES OF STEEL $KIN. SHIP LAP XINTS. 20 G CK SILLL MIN . YEILD STRENGTH: 50 KSI a T 5" M A -A (S;D NFW) 4 ATTACHED W fOC- - I6' WIDE DOOR. AVD uaETTu E HDHESIEO(-OR-(1PND cE+ a) REV. A 1 mllffiP 011E 11111®EVEN® IWIFIMMI SSB CLASS 01 N IO .CRfw I/ e' ACRYLIC UIE WIN TF MOLDED KNNER S— R R 20 G CALV. STEEL INTER. mIE LITERETAINER12 G GALA. STER MACK /Ba3/4' PAN HEAD SCREW - BRACKETS FASTENED TO WOOD yWgJ (10SCREWSPERIRE) 3 8 K ANCIIDR$ ON 21 CENTERS (C-90 WITH ONE !/18'al-S/e' LAG SCREW BACK) OR 24' CENTERS ((2.00o PSI 4W. CANCRETE) OR PER MACK BRACKET. SNAP LATCH ENC/GES I/•=•• TMCOfI $CREWS ON I7-1/2' GFIITERS (2,000 ]/IB' I.D. ROUND PLASMA T 12GGALA. STEEL TOP ONTO VERTICAL TRACK. Pg YIN. EUFICRE'TE). W,LSFIERS INCWOEp WIM fASTENEFi ( ONE PER ROLLER) ROLLERBRACKET, FACM ONE SNAP LATCH ON SIFEVE 'VONORS, I 0.0. 4e1. WASHER REQUIRED la G GALA. SifEl CENTER HINGE BRACKETATTACHEDw/(4) WITH TAPCONS. ANCHORS WY BE COUNTERSUNK 1' GA.V, SEEEL TRACK FASTENED TO FASTENED i0 INTER. SEINES W 4) Ilan/e' SHEET MEiA1 INTER. STILE EACH SIDE OF ODOR, I4 G GALA, STEEL ROLLER NINCE ( (BUTNOTREWIRED) ro PRO'NOE A RUSH 12 G GALA. STEEL TRACK BRACKETS. FASTENED i0 END SEINES EACH W/1) ' II4' SNEER METAL SCREW$. SCREWS. IMWNTIIO SURFACE- HORIZONTAL JAMRS 00 NOT 1RACX ARACIIED TO EACH BRACI(ET 14a5//9' SHEET METAL SCREWS (ND iRWSFERLOAD. WTi/l ONE I/4"a5/e' BOLT G NUT t4) 15 4'a3/4' SELF TAPPCR $CREWS PER END HINGE. ouTswEKEYED - OR Two I/.• DIA RIVETS. E14 CA NOMGALv' STEEL HIANO£ ENO No EACH ENO mIESIRE 2' OA SNORT STEM, IO BALL STEEL ROLLER. STILESEOr0ENOWIER. IICOLEC SIRES W/(4) /14.5/W' STILE )'$EAQADOH OF RS Rr OHERS .•• ••,^ 4A'RK WESTERFIELD. P.E. SHEET METALSCREWSIHSI(N: HAMQE SERMON f_f ROIRIQA P.E. /48495 F 4 /4-.3/4' SELF HORRN CAROUNA P.E.,/23832 TIPPIRNG SCREWS. IX.oIDF NfYFn IIX:K LOCK BAR ENGACEs IN OUTSIDE . I TRACK OI N0 2, THE DESIGN OF ME SUPpORT*4C STRUCTURAL ELEMENTS DESIGN LOADS: +24.0 PSF & -24.5 PSF 3' rNl , 20 OA. GALV. STEEL V-BARS FNo EACH SIDE SHALL BE THE RESPONSIBILITY a THE PROFESSIOIIIL D< TEST LOADS: +36.0 PSF & -37.0 PSF HANDLE IN A 2-I-2-I PATTERN (I.E. TWO U-BARS mlE SUOE AJti OF DOOR. RECORD FOR ME BVIIBNC ON SimILTVRE ANTI W ACCORDANCE ON BORON SECTON, ONE U-BAR ON NEXT IOC( E'AIN—ES WITHCURRF7RBIIIDIHQCODESTORMELOAD$ lJSTED ON qa0 o. AARRws , SK+IfD H auR[ SECTOV, ETC.J. EACH U-BM ATTACHED INTO VEONE TIII$ DMWING. AusTn SOAR ( IYBOSs). PART ND.: - M1M 1/4•a3/4' SELF TAPPING SCREWS TRACK. ONE NDTICE .. PER mlE LOCAIEON. ROC( SIDE Cenrw— Unless stead OWeMae IDEAL EAAK SIDENrRwM.MWry :ma.mlM„ 312 Mahal A yule 1600 u 000R a QavAr IwaQHc PRoalcls Ib TOLERANCES an Cincinnati, OH 45202 1d. No. I-513-36, 202 i al.rAo•.q Oe'e' °ipgcai°• .0 t.03 4um om Oma"L FRa No. I-51l-762-3519 oc-'IKEOVITIONmad. a.doW, d diMIRbA•e u G G•Lv. STEEL BOTTOM BRACKET. ae l Ra abr a.W,WRL fuRur. La .00 . t.015 DESCRIPTION: MODEL 5RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD m w• muc. mer r..RII ;A ARANUM XTRIO /14.5/ 8' SHEET METAL SCREWS. / / naOillY Tor •ry d,,,,,e., and .000 . t. 005 ALUMINUM EXTRUSION , Y A l b••r• ra•ulArp M•.Nran. .DODO = t.00l DRAWN BY: BMM DATE: a/1B/o0 SCALE: NT5 k NNYLWEAMERSTRIP. / ///j/ l<.. Oegree9I/2' DWG. D Third Mgle CHECKED BY: Mww GATE: a/t8/Oa SHEET t OF t SIZE lilt Projection - UnleaaSteteaOlAerwiaa014ENSIONSARE IN wcHEs. DWG. NO.: 102138 REV. N0. 1 v C III 4 MQULL' 5RST (25 GA STEEL SKIN) MODEL: 4RST (24 GA STEEL SKIN) 3 OPTIONAL DSB GLASS OR LISTED 1 /8" ACRYLIC UTES AVAILABLE 1) IN7RMEDIATE STILE SEE SECTION 8-8) ATTACHED W/ TOG -L-LOC ((TOP & '07ANDURETHANEADHESIVE 20 GA MIN. ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED cc o ALONG CENTE rl TOG-L-LOC SYSTEM r•' '— A TOP, BOTTOM &CENTER). s° v REPORT#9606C I 25 GA MIN. GALV. LOCK POSITION STEEL SKIN COATED BOTH SIDES) WITH A BAKED -ON PRIMER, TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH rsc SIDES OF STEEL SKIN. i I LOCATION OF OPTIONAL VENTS—•- A OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH 9'0" O/14x5/8" SHEET METAL SCREWS O ONE 3" TALL x 20 GA. U-BAR (50 KSI) PER DOOR SECTION. 2 NO.1 ZONE: I DATE: I EC 1 I A4 I 11/00 I 2" THICK 3' TALL U-BAR 20 GA GALV. STEEL 8'1. I— I -7/8' REVISIONS N NO. APPVD DESCRIPTION I MWW , OTY (1) WAS (2) FOR TRACK BOLT fe LE GALV. STEEL TOPROLLERBRACKET. EACH BRACKET ATTACHEDMETAL14x3/8' SHEET PETAL SCREWS. SHIP LAP JOINTS 0Ll 11 CA, GAILY. STEEL END HINGE, EACH FASTENED TO END SHEET WAL SCRLI'/5 k (4) 1/4'x3/4SELF L• TAPPING SCREWS.. 0 xHORIZONTAL TRACKSUPPORTBY DOOR INSTALLER ( TO SUIT) 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH 3) 5/ 16"x 1-5/8" WOOD LAG SCREWS. LIQ ' DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION DOOR HEIGHT " L" 2" GALV. STEEL TRACK, 6.-6 70 MIN. TRACK THICKNESS: .060" 7 -6 76 8 -0 88 x 20 GA GALV v TYP. 2-1/2'x12 CA. CALV. STEEL TRACK BRACKET. BAR. ONE U-BAR i (4) TRACK BRACKETS PER SIDE. TION. EACHU-BAR ATTACHED W 1/4" x3/4' SELF TAPPING a. PLR mLE LOCATION. LIAR TOP BRACKET DOUBLE HORIZONTAL TRACK FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE DOUR FL _ iRAC YLKKCAL JAMB ATTACHMENT (WOOD FRAME ... ,. 13 cA GALV. STEEL BOTTOM IOW HEADROOM OPTION 1/4"x3/4" SELF I/2 x3 lAG SCREWS ON 24 CENTERS.— p ry; BIR/B•MET TM n r, TAPPING SCREWS. WASHER REQUIRED. LAC SCREWS MAY BE COUNTERSUNK 14 GANnHINGES -U.-GA, INTERMEDIATEHIN (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING ALUMINUM EXTRUSION SSB CLASS OR OPTION 10 SCREW SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. a vtNTl wFATMERSTRw• 1/8" ACRYLIC LITE WINDOW LITVIEW F V- SECTION B-B 2x6 YELLOW PINE JAMB 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/ 1 6'x 1 -5/8' LAG SCREW PER TRACK BRACKET. 2" GALV, STEEL TRACK FASTENED TO -/ 12 CA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8' BOLT & NUT OR TWO 1/4" DIA. RIVETS ENO SLIDE BOLT STILE V LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR, INSID S ID BO T LOCK OPTION NOTE I DOORS UP TO 7'-0" HIGH CONSIST OF 4SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (SS) SECTIONS (NOT SHOWN). S TION A - A (BIOS EWl VERTICAL JAMB ATTA HM NTT - ,#8x3/4" PAN HEAD SCREW STOP MOULDING BY DOOR INSTALLER TO SUIT 2.000 SI MIN GONCRET ro u MOLDED INSIDE (10 SCREWS PER LITE) END 3/8 x4 SLEEVE ANCHORS ON 24 CENTERS (BOTH LITE RETAINER I STILE 20 CA MIN. GALV. STEEL END STILE C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR INTER. 1/4'x4" TAPCON SCREWS ON 24' CENTERS (2,000 r-SNAP LATCH ENGAGES STILE XIIA 20 CA. CALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, H O.D. MIN. WASHERS REQUIRED WITH NOT REQUIRED) ANCHORS MAY BECOUNTERSUNK INTER. BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OUTSIDE KEYEE 18 CA. CAW. STEEL CENTER HINGE HANDLE FASTENED TO INTER. STILES W/(4) 14 CA. CALV. STEEL ROLLER HINGES i14x5/8" SHEET METAL SCREW$. FASTENED TO ENO STILES EACH W/(4) 14x5/8' SHEET METAL SCREWS AND 4) 1/4' x3/4" SELF TAPPING SCREWS PER END HINGE. OL I PREPARATION OF JAMBS Rv OTHERS \-2. DA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB QQNFIGURATIO / SECTIONC- C ' NOTE 2. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITYOFTHEPROFESSIONALOFRECORDFORTHEBUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODESFORTHELOADSLISTEDONMARKWESTERFIELD, P.! E. ITI115 DRAWING. FLORIDA P. E. /48495 / /7 NORTH CAROLINA P.E. # 23832 / 4 ONTO VERTICAL TRACK, ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. END STILE OUTSIDF KaEI2 LOCK HANDLE LOCK BAR LOCKING DESIGN LOADS: +25,0 P.S.F. & -32.0 P.S.F, TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. aaau arwni«:s w¢ wrn N uc N0` a auPAr annNc PAOIX1Cf5 c0. I.— UNaaa Staled ES .,. TOLERANCES or. rkI l "U.: - Wa4wl SL Soda I1i00 Cincinnati, OH 45202 IDEAL, a1° "". ^^1 as.eoa.e, . a.4 a,p..ta. m. awaa. r.nle, nw 0 t.03 Td. No. I-513- 36I-1800 aLLM 07Waf. Faa W. I-5I3-762-35I9 a a.n mP. wr ' atsaw w. .. mq nsul! H 00 a t.015 a GOO t.005/- DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25 32 DESIGN LOAD 4a°'41° ry°ort p^ an° aaa.a rwu,q a.,vroa,. TOOT a t.001 Degrees ' t1/2• DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. D Third Mgle CHECKED BY: MWW DATE: a/la/oo 51iEET 1 OF I SIZE B Projection - IrMENsons ARE wmaIES. DIMEN Stales Ol ININCHES. DWG. NO.: 102137 REV. N0. t 7y3jl;,c J'1c; D], IC In. 0 m