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HomeMy WebLinkAbout109 Friesian Way 04-905 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Haaelfirie Nat'l Dr 4102 " Orlando, FL 32822 407)857-9-101- CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE e SUBDIVISION PERMIT # tk Atos DATE 1 - • ® y PERMIT DESCRIPTION PERMIT VALUATION Q SQUARE FOOTAGE d 0-7 m e. CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 109 FRIESIAN WAY for which permit 04-00000905 has heretofore been issued on 1/30/04 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, electr cal, zoni and subdivision regulations ordinances of the City of San ord and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaled qW1OL/ L- Inspected ZONING: Inspected UTILITIES: Water Lines In ll o Q / Z Sewer Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage gla3)oy 8S / L-v Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs /u ( sJ/ 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 FEES PAID DATE AMOUNT 2/19/04 20.00 2/25/04 20.00 2/03/04 10.00 3/12/04 10.00 2/09/04 10.00 2/03/04 10.00 2/03/04 59.27 2/03/04 54.00 di j PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 109 FRIESIAN WAY for which permit 04-00000905 has heretofore been issued on 1/30/04 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 2/03/04 2/03/04 2/03/04 2/03/04 2/03/04 2/03/04 2/03/04 2/03/04 279.61 91.93 12.27 847.00 12.28 1384.00 650.00 1700.00 R- 42, Vljjp ld- Y /J7 /0 OWNER BU LDING OFFICIAL / DATE DATE: PERMIT #: ADDRESS: CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE"" C.O./C.C. CHECKUST - UftfflES DEPT. 1?; z,s1ftzemead----------- To 0,111 I WW __.-_----_---- INFOILS IrATII= CONTRACTOR: PHONE #: 04/ 22/04 04- 905 109 FRIESIAN-.;WAYPi ,, °, ..d (° ?1, - 7,r..)-.____--_-- BAKERS CROYSSING--------------- D R HORTON MARK 407-466-4366 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works tilites Fire N/A Zoning N/A Licensing N/A CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC0401 CITY OF SANFORD Address Misc..Information Maintenance 4/23/04 08:56:09 Location ID . . . 230105 Parcel Number . 18.20.31. - - Alternate location ID . Location address . 109 FRIESIAN WAY Primary related party ASHLEY P & RACHEL G MORASCH Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC UT LOT 4 **************** 20404 O CSVC UT SW DEV FEE $1700.00WA DEV FEE 65 .0 04 44 T3.-O CSVC UT BP 4- 5 PD - -4 SEE REC463 20404 CSVC UT 3 4"WA METER SET FEE $190.00 PD -3- 4 20404 5.00 CSVC UT REC 6 4 4 7.00 F2 Address F3=Exit F5=Notes display F6=Change display F10=Subdivsion Notes F12=Cancel F16=Related pty data Special notes More... F9=Parcel Notes LMBC0401 - CITY OF SANFORD Address Misc. Information Maintenance 4/23/04 08:56:03 Location ID . . . . . . 228795 Parcel Number . . . . 18.20.31. - - Alternate location ID . . Location address . . . . 109 FRIESIAN WAY Primary related party ASHLEY P & RACHEL G MORASCH Type information, press Enter. Sequence Code(F4) App Free -form information 1.00 _ 2.OU _ 5.07 _ 7.N _ 8.00 _ More... F9=Parcel NotesF2AddressF3=Exit F10=Subdivsion Notes F5=Notes display F6=Change display F12=Cancel F16=Related pty data Special Date notes CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** e v DATE: 04/22/04 PERMIT #: 04-905 ADDRESS: 109 FRIESIAN WAY BAKERS CROSSING CONTRACTOR: D R HORTON PHONE #: MARK 407-466-4366 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. OK vt3%¢ ngineering Fire N/A Public Works Utilities Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) W/O CERTIFCATE OF OCCUPANCY ft(N, li REQUEST FOR FINAL INSPECTIO i re i SINGLE FAMILY RESIDENCE**** DATE: 04/22/04 PERMIT #: 04-905 ADDRESS: 109 FRIESIAN WAY BAKERS CROSSING CONTRACTOR: PHONE #: D R HORTON MARK 407-466-4366 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 N/A ublic Works 1P1C' Zoning Utilities N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION Forinsurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 107 FRIESAN WAY CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 3, BAKERS CROSSING 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 82. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL 85. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE 68. FLOOD ZONE(S) Zone AQ use depth of Flooding) 0045 E 4/17/95 4117/95 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): _ 1311. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on:. Construction Drawings* Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3: a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section 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 a) Top of bottom floor (including basement or enclosure) 45. 5 ft.(m) 0 b) Top of next higher floor 54.7 ft.(m) U) o c) Bottom of lowest horizontal structural member (V zones only) N/A . o d) Attached garage (top of slab) ft.(m) 44. 9 ft.(m) 00 E , 0 e) Lowest elevation of machinery and/or equipment W servicing the building (Describe in a Comments area) 45.0 ft.(m) 0. 0Lowest adjacent (finished) grade (LAG) 44.7 ft.(m) Z' o g) Highest adjacent (finished) grade (HAG) 45. 1 ft.(m) U) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade o i) Total area of all permanent openings (flood vents) in C3.h 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: EMORY E. COLE LICENSE NUMBER: 4403 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STREET, STE.180 ORLANDO FL 32801 SIGNATURE DATE TELEPHONE t t a4 10/10/01 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Porky Number 107 FRIESAN WAY CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HERE ON ARE BASED ON SEMINOLE COUNTY DATUM; 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. 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 FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S 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 FEMA4ssued or communityissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. PERMIT NUMBER G5. DATE PERMIT ISSUED IT 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 9 attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 3 BAKERS CROSSING PHASE 1, AS RECORDED IN PLAT BOOK 60, PAGES 27-29 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA I. = 30' GRAPHIC SCALE 0 15 30 NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). FRIESAN WAY TRACT A PT S89'35'18"E 50' RIGHT OF WAY 17581• PC 16.93' T 4J48 158.88' CENTERLINE OFJ— wI RIGHT-OF-WAY alp al0rvIN Z; N S89'35'18"E 75.00' WALK ON LINE'..::`':;'::'.:/W':.:;'`.:'i....':':..;>.,:...;';';:'.`•:`::i:..::'...:.`'::.; WALK ON LINE Q EASEMENT,,' m a' DRIVEWAY;.. 4 13.3' - 18.4' O O 5.6•COVERED O CONCRETE O Z or V) LOT 2 TWO STORY0 44• i LOT 4 RESIDENCE p FINISHED FLOOR 3'X3' ELEVATION-45.45 vi A/C 9M1p' 0 0 Q O 17.4' 40.0' 44 CS h$ LOT 3 4J 8 20' ENVIRONMENTAL CONTROL EASEMENT FENCE IS 0.7' OFF CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: DI -II TITLE OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA LORI J. BRIEL DHI MORTGAGE COMPANY, LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY, 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 10-03-01, 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 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M, A. AGENT FOR VERIFICATION, ELEVATIONS SHOWN HEREON ARE BASED ON ORANGE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 3 BEING S 89'35'18" E PER PLAT. FIELD DATE:) 10-03-01 REVISED: 1" = 30 FEET UPDATE FINAL 4-10-04 CP SCALE: FINAL 10-03-01/UB APPROVED BY: EEC FOUNDATION 06-07-01/UB REVISED DESCRIPTION JOB NO. ASM31985 5-8-01 JML PLOT PLAN 4-6-01 JML DRAWN BY: [ HOUSE FIT 3-29-01 RRD F p ------------------- 89*35'18"W 75.00' 6' WOOD FENCE FENCE0.5' OFF NOT PLATTED PER THIS PLAT LEGEND BUILDING SETBACK LINE CENTERLINE FND NAIL & DISC LB #6393 (10-03-01) RIGHT OF WAY LINE FND 1/2" IRON ROD AND CAP EXISTING ELEVATION 0 LB #6393 (10-03-01) - CNA CORNER NOT ACCESSIBLE CONCRETE a DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT- - PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY FND FOUND TYP TYPICAL C/W CONCRETE WALK A/C AIR CONDITIONER S/W SIDEWALK - CBW CONCRETE BLOCK WALL CP CONCRETE PAD RP RADIUS POINT CS CONCRETE SLAB 01AU OVERHEAD UTILITY LINE CPK CHORD LENGTH PARKER KALON ID IDENTIFICATION WINTER PARK, FLORIDA 32789- (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE 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. . 1 4-15-0+ 1 J II PIZOf RK ..' .. COUNTY OF CEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 104-75840 DATEx C BUILDING PERMIT N M _1~ ^~ (CITY) COUNTY NU BER: UNIT ADDRESS: _-_-_ f_(i; 11 Y'______________________________----------- TRAFFIC ZONE: JURISDICTION: 06 CITY-OF-SAHFURD_-----'-_ SEC TWP: RNG: PARCEL: CUDDIVISION: c-----!'` -( y PLAT BOOK: _ _ PLAT BOOK PAGE: OWNER NAM[: r ADDRESS:----- ~ `-'-_--- 7 _--------' APPLICANT NAME: ADDREGS: _________________________________'_________________________________ LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEL BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUF TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH D dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE /'' $ 2,285.00 RECEIVED BYx _'^('_/SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENCURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIPUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** I-ERSONC ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCF OF A BUILDING PERMIT. ERSONS ARE ALSO ADVISED_THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE RENUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 [AST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TOu CITY OF SANFORD BUILDING DEPARTMENT 3OO NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF AV** FAMILY BUILDING Permit # : CITY OF SANFORD PERMIT APPLICATION Date: Job Address: 10Cl 'Fe I'251 D, P L.. Description of Work: i--'-_ ' Historic District: Zoning: Value of Work; Permit Type; Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service— # of AMPS Addition/Alteration Change of Service Temporary Pole 11 Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial tom^ Occupancy Type: Residential _/ Commercial Industrial Total Square Footage:& 4 155 Construction Type: awtkl # of Stories: _ # of Dwelling Units:. Flood Zone: (FEMA form required for other than X) Parcel #; o of Ownership & Legal Description) Owners Name & Address: 62 Zf 8 Phone: Contractor Name & Address; i. t tate Phone &Faxon;erLicense• Nu'rirber: i,Pf honeA o—!al SLC21 Bonding Company: '+ Address; Mortgage Lender: " Address: - Architect/ Engineer; Phone; 4CY Address•'Kal k ti C•1t 1 } ) Fax: f 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 ofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, I understand that a separate permit mustbesecuredforELECTRICALWORK, 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 andzoning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORERECORDINGYOURNOTICEOFCOMMENCEMENT, NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and ther y be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe ' is e ' atio that I will notify the owner of the property of the requirements orida Lien Law, F 7 3. Signature of 0 Or ent Date Signatu on>ractor/Agent Date Pnnt nt: s Narfie l-" . —j. rA1xtCIACOULTON - - - %tLi am( 7FL upte NOTARY j1V1BLIC STATE OF FLORIDA PATRICIA CQU CO ISSIQN NO. DDI34330 NOTARY PUBLIC STATECOMMI SI Owner/AgYsiiltKrhIanQB2006ContcDQtYrMNO.e or Produced IDrouced" ID ` - - APPLICATION APPROVED BY: BidgDE Za 6T Zoning: Utilities: Initial & Date FD; Initial &Date) ( Initial &Date) (initial &Date) Special Conditions: ate.;„ HORTON HOMES I. L SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT SUBDIVISION: BAKER S CROSSING ADDRESS T s I c(y) \A K\j sib, r BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 13 SETS OF ENERGY CALCS MANUAL J1 DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED 70 THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEX CONTRACT vll-" Sri 0 Limited Power Of Attorney G>ao F,6-Y CbULT' . I hearby.name and appoint: Craig Coulton and each agent's of D.R. Horton Inc, To be my lawful attorney in fact to act for me and ply t The Building (Dept, of: c I t' 0. EaY) 5r, For a residential permit for work to be performed at; Lot # : Subdivision J Address; And to sign my name and do all things that are necessary to this appointment, Richard B. Ladd OBC055300 Contractor State Registration Number i 'Ai'l Signature of Contractor This foregoing instrument was acknowledged before me this: Date: )( A -05 By: Richard B. Ladd ( Contractor Who is personally known to me, State of FIB County of ENOYrARY CIAL NOTARY _ . , TRICIA COULTON BLIC STATE OF FLORIDA ISSION NO. DD134330 ISSION EXP. TULY 26,2006 Notary Seal CITY OF.SANF'ORD P-0- Box 2847 SANFOkb, FL 32772 i..r,r' Y PHONE iJ (407) 330-5630 FAX I( (407) 328 7367 APPLICATION FOR UTILITY SCRVICr? ACC0UN'1' (DULL NAME) H , NAM]:' --- Ct0 r" SERVICE, ADDRESS M-AILING A.DDRLSS(025 TURN ON DATE ZIPV----•-a.sae.+; 1 t V ( 1 1r' Lr .. I 1[] SrNGLE FAIvffLy RESIDENCE MULTI - FAMILY RESIDENCE wrllprlA COMMERCIAL r) ft-- La ---------- C o = a:c, : P0.-t Cow vr, SOCIAL SECURITY## * 11 HOME## - OWNER OF PROPERTY .'2. pr- I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS, IAGREETOFOLLOWALLCITYRULESFORUTILITYSERCHARGESINEFFECTATTHETIMEOFDELIVERY. VICE AND TO PAY WHEN TRANSF 21 SIGNED~ DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL EPOSIT TO ANOTHER SERVICE ADDRE DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DAT c_ PLOT PLAN DESCRIPTION: LOT 4, BAKERS CROSSING PHASE 1 AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 4 CONTAINS 8250 SQUARE FEET t THIS STRUCTURE CONTAINS 2190 SQUARE FEET t TOTAL CONCRETE 569 SO. FT. t TOTAL SOD 5491 SQ. FT. t 1., = 30' GRAPHIC SCALE FRIESAN WAY o 15 30 TR ACT A 50' RIGHT OF WAY S89'35'18"E - 175.81' PT - 91.93' _ 83.88' 1 PC J al_ alo NlujpINOIZI S89°35'18"E 75.00' 433 10' UTILITY EASEMENT I 1-- In 0 1I -ORIVE";,1 I _ I I I 17.7' 197' 20. 0. I ICOVERED1 ENTRANCE - I II I- I 1 z LOT 3 A/C I W^ I PROPOSED I /n w I w LOT 5 1749 qa . FINISHED FLOOR _ I i a WISHED 59. 3'm I a 8_ 43 . w Z I N I Z a I V a 1 cv I 39.7', V 110.0' 0 I 0 1 .,PORCH^ _0 I TY m I 0 _ 0 z117. 7'_',. 29.T f- 17.7'-+— I LOT 4 43. DRAINAGE TYPE 25 42 5 I 20ENVIRONMENTAL CONTROL EASEMENT I I I PREPAREDFOR: D.R. HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' 1. ELEVATIONS ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 4 AS BEING SOO' 24'42"W PER PLAT, FIELD DATE: ) - REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB No, ASM31986 DRAWN BY: PLOT PLAN 12/5/03 SDO N89'35' 18"W 75.00' NOT PLATTED PER THIS PLAT PIANS REVIEWED CITY OF SA[ F®V LEGEND WING T A — L GSEBCKLINE CENTERLINE CNA CORNER NOT ACCESSABLE RIGHT OF WAY LINE Z DENOTES DELTA ANGLE 99.9' PROPOSED ELEVATION L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PROPOSED DRAINAGE FLOW CL DENOTES CHORD LENGTH DENOTES POINT OF CURVATURE OPC CONCRETE RRADIUS PI DENOTES POINT OF INTERSECTION LB LAND SURVEYING BUSINESS PRC PC DENOTESPOINT OF REVERSE CURVATURE DENOTES POINT OF CURVATURE LS LAND SURVEYOR PT DENOTES POINT OF TANGENCY .. PRM PERMANENT REFERENCE MONUMENT TYP TYPICAL PCP PERMANENT CONTROL POINT A/C AIR CONDITIONER P) PER PLAT CBW CONCRETE BLOCK WALL M) MEASURED RP RADIUS POINT END FOUND OHU OVERHEAD UTILITY LINE 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 SO. FT., SQUARE FOOTAGE 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. ILA A J V / FOR THE FIRM WILLIAM R. M SCATELLO JR. PSM#4kj3 DATE GAASM3 MSM31986. dwq, 12/5/2003 11:50:04 AM CITY OF SANFORD BULLDING DIVISION I SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT p 1, Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) p 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: p R. Foundation plan indicating footer sixes for all bearing walls. Provide side view details of thoso footers with reinforcement bar roplacoment. p b. Floor plan Indicating interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoko detector, location(s), landings, docks 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) p C. Elevations of all exterior walls, east, west, north and south. Finish floor clevatlon height as per City Engineering Dopartmont or subdivision plat. p d. Cross sections of all wall sections to be used In the structure. Boaring non -bearing Inter and exterior. Show all components of wall section. p o. Framing plan for floor Joists whore conventionally framed. Plan to indicate span, size and species of materials to be used. o f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. p g. Stair details with tread and riser dimensions, stringer size, methods of attachmont, placement of handrails and guardrails. o h. Square footage table showing footagov Garages/Carports ..S.F. Porch(s)/Entry(s) S.F. a Patio(s) S.F. Conditioned structure S.F. Total (Gross Area) -yap S.F. a 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 0 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: p 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 att 400 W. Airport B1vd,Sanford, Fl (407) 665.36.00. c. Arbor peraiit when trees to be removed from property. Contact the City Engineer for details rogarding.tho arbor ordinance and permit. 0 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. Footor 2. Underground, electrical, mechanical and plumbing 3. Foundation elovation survey 4. Slab 5. Lintel- tie boazhs - columns- cells 6. Rough electrical 7. Rough mechanical S. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or collings 13. Electrical final, mechanical final and plumbing final 14. Building final . 15. Other DATE 10 40 0 SIGNATURE liGN- By Owne or Authorize ent) I C ONTRO L Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADpg Name Address Iri r r 11. \ a . t i Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS Quarterly Payment Amounts 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. CT$TOMERS NAME AND DRESS Name Address City/State/Zip Phone & Email NOTIFICATION STICKER LOCATED; "1rR,.i,gT 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 describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000, Ape z may chemically treat the affected area of the property at noadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOvlE/>3N DEE RELATIONSHIP OF THE PARTIES. 4e 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 re ulatiallapplicablerecommendationscontainedInliteratureprovidedbyDowElancotg ons, and ' 1 Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s), 2. monitor those Stations for twelve months from the date hereof; 3• during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4, during those years, Inform the Customer oft a, any new or Increased termite activity noted at the Stationsb, any addition or. removal of Recruit* of Recruit* termite bait; andc any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity, The Company will extend this Service Commitment following the original twelve month obligation. The SentrPretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditions loon ' agreement for er quarter (3mo period) payable on or before the end of the previous monitoring a of thisthenfthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment Amountg period, Afterperyear, , not to exceed 10% The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to mbattedfreefromanyfactorscontributingtoinfestationsuchaswood, trash, lumber, direct wood -soil contact standingunderpiertypestructure, or as noted In "Special or Additional Comments", maintain the rea(s) eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise water. The Customer also agrees to notify. Apex of andthearea(s) baited. At no time will damage caused to an • Insect Infestation, be the responsibility of Apex In areas where any of the conditions described i into, onto, or under', y portion(s) .of the Structure(s), even by an active wood destroying, of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibilityunder n this Paragraph exist. Failure. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER , . der this paragraph, • INCLUDING STATUTORY WARRANTIES, WARRANTIES, NETHER EXPRESSMERCHANTABILITY, FITNESS FOR A PARTAICULAR IFICpoSPECIFICALLY WLA.IMS RESS OR IMPLIED; FURTHER, COMPANY HAS MADE NO' FLIED 'A tAINTES. OF' AFFIRMATION OF FACTOR PROAMIRELATINGTY T Lz SERvIC . SERVICE PROVIDED HE THAT HAS CREATED ORCustomerexpresslywaivesandreleasesanyclaimsinanylawsuit, arbitration AMOUNTED O THE PRODUCT OR', negligence, torts, personal Injury, death, violation of any statute, rule, or regulation loss EXPRESS WARRANTY, compensatory, Incidental, consequential, exemplary, gal Proceeding against Apex for event shall Apex be liable ental for any amount greater that amount paid id the Customer to use, diminution of value, economic, P ry, punitive, liquidated, treble, or special damages if any kind, and !n no, • o Apex for the service to be performed. 10 SENSITIVITY/PHYSICAL 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)1t Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any -allergy or, sensitiv ty 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 the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use is Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco, or, Its representative are authorized 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 Sentrleon* System a, Apex willt (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relatlonshlp(notet 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, andl(5)retrieve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structures) identified herein as of the date of the Initial Installation. Prior tol (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticlde being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering -of baiting equipment or suppl'lesoccurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may vold thisAgreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customersexpense, 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 partoftheCustomer'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 inMerrittIsland, Brevard County, Florida, In the event of failure to make payment when due, or any other default by Customer (1) Apex maywithoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumul'ative, and (2) Interest shalt accrue atthehighestrateallowedbylawduringtheperiodofanydelinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred byApex, 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 isheldtobeInvalidorunenforceableforanyreason, the remaining terms and conditions of this Agreement shall remain in full force and. effect. CHANGE IN LAW, In the event of a change In applicable law as it pertains to the services promised herein, Apex reserved the right torevisetheannualextensionchargeorterminatethisAgreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex Is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fueUor materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other net of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not beresponsiblefor; (1)termlte damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termlte damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have beenrepairedbyCustomersevidenceofreceipts. ARBITRATION, Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder; Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures rotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to all' theprovlslonsoftheUniformArbitrationActasinforceIntheStateofFlorida, or the Federal Arbitration Act, 9 U,S,C. section 1, etsea Thyproceedingshallbegovernedbyonearbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it; designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the It wilbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an indivldunl'bnslsandnotaclasswidebasis. 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 anynootherrepresentationsofstatementswillbebindingontheparties. REFUNDS, Apex at any time on or after 36 (thlrtysix) months from the Initial date of Installation, terminate this Agreement find brelievedofanyliabilityhereunderifApexdetermines, in Its sole discretion, that It is unable to prevent or Atop further damage to Proper: 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 tTheApexCorporateOffice. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the IdentinePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re -Inspection, whether the Inspection was requestebytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY, This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex After within hthirty) days of the transfer of the treated Property, Trademark of DowVanco Brevard Area 508 S Plumosa St, Merritt Island, FL 32952 407.459.2847 00.929.2847 Orlando Area 7006 Stapoint Ct. #G Winterpark, FL 32792 407-858.0540 888-764.2847 Tampa/Sarasota Area 5314 Faulkenburg Rd N Tampa, FL 33510 813.221.2847 877.459.2847 I IN is li11 II ail Maw ii kid it "i itl ita W its It BID n'ta -ii i 10.. I 0 r V-A4L- THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO• MARYANNE MORSE, CLERK OF CIRCUIT COURT SENINOLE COUNTY BK 05178 FPS 1624 CLERK'S # 200401 '471 RkWRDED 01/067/E004 11:20:37 AN RKUNDING FEES 6.00 RECORDED BY S O'Kelley D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 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) 4.and 5 Bakers Crossing Phase 1, 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 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 in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, c 0 by: R-obert A. a on ssistant ecretary Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this \day of 12004 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a Delaware Corp Pone a o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATF OF FLORIDA COMMISSION NO. DD134330 MYCOMMiaSIO"rIYP. JLY26,2006 Notary Seal CERTIFIED COPY MARYANNE MORSE CLERK OF CIRCUIT COU" SEM tF N FLORI0. q cpy JAN 2 7 209 3•'e'Tinit S2 V 0 j 1 vl' 1 i.ts,,ras piisiriet; n iir:,lltipe; a#t"rs y1;.z 5 Permit Type- BuiidiPpg 34#:3`t i i Pltsaa,'t ii&t s.i,s: S t l<le-lrrt•i 1'. . Elvaricaal• Ne-v 5e ce - of Additi0-sdA3lmaasoa chamge o" ISC-n im I erg, tir'aty FGis l ietil arslesr r Residential Non-Resis3ent al f3epl€effnent 7 1ly (3;iti,s3 Uaywla E'De-gy Ca I _Rer 6iledo Plumbing/ New Com mercisl., #' of'F3;:w-res. tz o: Waty a4i u'-nw Liow ;31 o_f Cam_ Limes PlttmbinoIeer Resicdentlal: =v` ©f dr Closets s?ln t i Ide + r- a esis?eitia9 err Cat:i r reial - . Occupancy Type: Residential Corvsieasial Indus a al 'i 0W Sejon're yoz,ta-f.g: Coilstruction Type: of Stories: i:t of Illweilisl units: Flexisi ute: «; l (I~El'riA lerett irreaat it e:¢ for otfresr Glia,ct } Parcel P: Owners Name & Address: Contractor Name & Address:. Phone & Fax: Bonding Company:. Address' Mortgage Lender: _ Address: z Archifect/Engineer; Address:-.. -- Axtash Proof of Ownership &. Legal Oesv ipBion) Phony: License :N a nber Phone: Fax: LJj= AUODiJ Application is hereby ,ode to obtain spenritt to do the work and installations as indicated. 1 certify that ne work or installation has comn',enc:ed prior to the. issuance of a pe„nit and that all work will b. p-erfonmed to =feet standards of all laws regeplaiing.consuuetion in this- iunsdiciion. t und€r3tand that a Separate' permit must be secured for ELECTMCAL IWOR:K. PLUvIBE-4G, SIG16, VIELLS, POOLS, FURMACtK, BWL ERA., HEATERS, TANKS,,;nd AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing inlb-m-ation is apt orate and that all worm'vnli done i corrpliance',wiih ail applical'1(I w rr r 'd en'gconstucionandzoning. WA-pil`il1VG TO OVi NEFC YOUR FAILURE TO RECORD A i dO CE OF C MIVIE14 l 1vIEi IT it AI, RESSuL-r, n:I : r, i M.1,/; `I'UIG TWICE FOR IMPROVEMENTS TO YOUR PROPER T Y, 9: YOUiV TENID TO OB TAIiV' r 4A1%fC G; COi UL T bVIT•I-i YOUR L ENDER GR A):' ATTORNEY BEFORE RECORDRgG MaNOTICE•OF COitAA MENCEIVIENT- i NOTICE: In addition to the requirements of this permit, there ,may be additional r suctions appl` Ic` to .' property that may found il' Uie' pubiie re' ords of this county, and there may be additional pe ri is required from other govemm }entities, sac as vWa.ter agementdistricts, s to agencies; o) frdei I agencies. t Acceptance of permit is verification that I will notify the owner of the pro ' rty of the re icemen f Flo Lien Law, FS Signature of Owner/Agent D' e gnature of Conczctor/Agent - a Date ROBERT G. DELL06RUSSO ! Print Owner/Agent's Name4, ni contractor A—ent's Name & U Signature of Notary -State of Flonda Date Signature of No_ , -State of Flonda Date J 1 Oxr•ner/Agem is Personal), Knoun to ,Me or Contractor/Ace ,::i _ Personah,' Known to Me or Produced ID _ Product APPLIC Al ION APPROVED ON: Bldg: Zoning' I:D Initial Mac) zoning: Daie) - MM, otsY.>yBc INDAC.TU pca5!Cunduionss = ` WCOMMISSION;#D'21289 t, ' V Bonded Thru Notary Public t d ,v iters FORM 60OA-2001 1, FLORIDA ENERGY EFFICIENCY CODE y_ FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTON Address: JCq (fit esfa v V, kL 43 Permitting Office: City, State: N ' L Permit Number: Owner: Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (I11) 1967 ft' c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft, _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft, HSPF: 7.60 _ d. TinUother SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=I 1.0, 302.0 ft' d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 W 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27923 PASSTotalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. (( PREPARED BY: i "`I DATE:------------------Q------- I hereby certify that this building, as designed, is in compliance with the Florfi a ne gy e. OWNER/AGENT: r_I __ DATE: ------------- Review of the plans and specifications covered by this 4, 04 VLE sTgT° calculation indicates complianceAl with the Florida Energy Code. Before construction is completed c a this building will be inspected for 4 compliance with Section 553.908 5 Florida Statutes. SOD ' PLAN ED BUILDING OFFICIAL: - C Y S (YR® DATE: EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS V Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 30.0 2005.0 2.13 X 1.00 4270.7 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 4270.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 38631.1 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 38631.11 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13036.5 37380.3 0.4266 15946.5 38631.1 1.00 1.250 0.284 0.950 13036.5 EnergyGaugeTA° DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 n WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.E As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 30.0 2005.0 0.64 X 1.00 1283.2 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1283.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1967.0 0.28 550.8 1967.0 - -0.28 550.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v32 relakTIVIOUTTAMIT11 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8232.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 8232.8 1.000 1.078 x 1.160 x 1.00) 0.449 0.950 4392.1 5224.7 0.6274 3278.0 8232.8 1.00 1.250 0.449 0.950 4392.1 EnergyGaugeTm DCA Form 600A-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 15946 3278 10256 29480 1 13037 4392 10495 27923 PASS EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 r FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetratioLis and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. 6A-22 OTHFR PRFSCRIPTIVF MFASIIRFS /mnct ho mat nr axroarlarl by all racirianruc 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 1607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr - 3. Number of units, if multi -family 1 - SEER: 12.00 4. Number of Bedrooms 4 - b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1967 ft2 c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.60 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types _ _ a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A _ b. N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft2 _ b. N/A _ c. Frame, Wood, Adjacent R=1 1.0, 302.0 ftz d. N/A c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 112 _ 15. HVAC credits PT, b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A BF -Whole house fan, 11. Ducts _ PT-Programmab)e Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) y 4THE Sr41 ointhishomebeforefinalinspection. Otherwise, a new EPL Display Card will be completed. based on installed Code compliant features. ti ,fat o Builder Sig nature: Date: Address of New Home: _ 0q }ckn / f City/FL Zip j c0DryE NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is_ZLQt a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar Mdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) For: D.R.HORTON Notes: xDesr n jliformat on, Weather: Orlando -AP, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Building heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh w. Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Fireplaces Average 0 Heatingg Coolingg Area (ft2) 1967 1967 Volume (W) 15736 15736 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating Input Heating output 0 Btuh @ 47°F Heating temp rise Actual heating fan 0 1383 F cfm Heating air flow factor 0.041 cfm/Btuh Space thermostat Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load•Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 °F Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.057 cfm/Btuh Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 82 % wrjq F;jhtsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 Ca E:\Fi1es\drhor10n\1965\1965.rsr Page 1 J RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x 210 cfm x 32 °F Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 ft3 x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 °F Summer TD = 2081 Btuh 3. Summer infiltration HTM 2081 Btuh / 260 ft2 Total window = 8.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 105 cfm = 3100 Btuh rroceaure u - equipment sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjghtsoft Right -Suite Residential'" 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACCK E:\Fi1es\drhorton\1965\1965.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 BR 3 a n sw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a C n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH 4 Wrlghtsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACCK E:\Files\drhorton\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1965 11/16/98 UAL J: tin t0. 1 Name of room Entire House LIVING LAUNDRY M/BTH14MAN2Lengthofexposedwall202.0 ft 54.0 ft 10.0 ft 6.0 ft 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft Ceiings Condit. Option 8.0 ft heattcool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Clg ft2) Htg Clg ft2) Htg Clg W) Htg Cig 5 Gross a 14B 4.6 2.1 1248 320 0 0 Exposed b 12C 2.9 1.9 48 48 0 0 walls and c 13C 3.2 1.2 320 64 80 48 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0'*" 0 0 0 0 d0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 glass doors NE/NW 39.4 80 3152 32 1261 0 0 0 0 Cooling E/W 0.0 0'"" 0 0**"' 0 0 0 0 0 SE/SW 47.4 126 5975 20 953 0 0 0 0 South 0.0 0'*`* 0 0 0 0""` 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 1OD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0 exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 walls and c 13C 3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 260 7400 2081 75 2135 600 18 512 144 0 0 0 13 Subtotal loss=6+8..+11+12 30561 8048 1334 581 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10 °/ 3056 10 °/ 805 10 °/ 133 10°/ 58 15 Total loss = 13+14 33617 8853 1467 640 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. @ 1200 2 1800 0 0. 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 22195 4644 1129 417 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 2219 109/ 464 10°/ 113 10% 42 19 Total RSH gain=(17+18)*PLF 1.00 24414 1.00 5108 1.00 1242 1.00 458 20 Air required (cfm) 1383 1383 364 289 60 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsolf C Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACCA E:\Files\drhorton\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: tin t0. 1 Name of room M/BR BR 2 BR 3 BR 4 2j4MANUALLengthofexposed wall 33.0 ft 11.0 ft 26.0 ft 11.0 ft 3 Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft Ceiings Condit Option 8.0 ftheat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Clg ft') Htg Clg ft) Htg Clg ft) Htg I Clg 5 Gross a 14B 4.6 2.1 136 88 208 88 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 128 0 0 0 partitions d 0.0 0.0 0 p p p 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591 glass doors b 8C 37.0 0 0'*'" 0 0 0 0 0 0 Heating c 9A 29.9 0 0'*'• 0 0 0 0 0 0 d0. 0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 2 41 2 41 glass doors NE/NW 39.4 32 1261 16 630 0 0 0 0 Cooling E/W 0.0 0*"' 0 0"*' 0 0 0 0 0 SE/ SW 47.4 0 0 0 0 14 663 14 663 South 0.0 0'**' 0 0""' 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0'"" 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 128 403 150 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 01 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 28. 5 8.0 321 911 256 16 455 128 16 455 128 16 455 128 13 Subtotal loss=6+8..+11+12 4235 1925 2890 1869 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10 °/ 423 10 °/ 192 10 °/ 289 100/ 187 15 Total loss = 13+14 4658 2117 3179 2056 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0 Appl. @ 1200 0'**' 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8„+12+16 2711 1250 1601 1250 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 271 10°/ 125 10°/ 160 10°/ 125 19 Total RSH gain=(17+18)*PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375 20 Air required (cfm) 192 169 87 78 131 100 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsOfit Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACCA E:\Files\drhorton\1965\1965.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: /tn to. 1 Name of room FAMILY KITCH/NOOK BTH 2j4MANUALLengthofexposed wall 33.0 ft 18.0 ft 0.0 ft 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft Ceiings Condit. Option 8.0 Ill heat/cool 8.0 it heaUcool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg ft2) Htg Clg 112) Htg Clg 112) Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 264 144 0 Exposed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 d0.0 0 0 0 0 0 0 e 0.0 0 0 0 0'*" 0 0 7 Windows and North 20.4 5 99 4 85 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 Cooling ENV 0.0 0*"' 0 0 0 0'"" 0 SE/SW 47.4 49 2329 29 1367 0 0 South 0.0 0 0 0 0 0 0 Horz 0.0 0'**" 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 0 54 1537 432 33 939 264 0 0 0 13 Subtotal loss=6+8..+11+12 5839 3656 183 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 10 °/ 584 10 °/ 366 10 °/ 18 15 Total loss = 13+14 6423 4022 201 16 Int. gains: People @ 300 4 1200 0 0 0 0 Appl. @ 1200 0 0 1 1200 0 0 17 Subtot RSH gain=7+8. +12+16 5127 3826 240 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 10 °/ 513 10 °/ 383 10 % 24 19 Total RSH gain=(17+18)*PLF 1.00 5640 1.00 4208 1.00 264 20 Air required (cfm) 264 320 165 238 8 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsc ft Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Mar-0612:12:28 ACCP, E:\Files\drhorton\1965\1965.rsr Page 3 Must have a minlnun clearance of 4 Inches around the alr handler per the State Energy code. All duct has an r=6 Insulatlon value, z oZD In rl; O Aj L, Rating o r 5eo-mm a m d- J 0 b 6 PACKAGEi% EN ` r GIN"E BUILDER PROJECT MODEL\BUILDING Q. Various or Lo . 731 -j REVISION DATE: NEW LOAD # Oni, W. AA0 ( 51aal oo - CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 941) 294-6449 4i 1 VIJJ 1Y U."11101) L' JY Lr11Y.LL1tiIYU ENGINEERS • IAND SURVEYORS • PLANNERS PERVITTINC • DRAFTING f f,Z COLEMAN ROAD WINTER HAVEN, FLORIDA 33880 8 f 3),Z88-10d D March 7, 1996 To Whom It May Concern, This letter is intended to address the issue of deflection in roof trusses. As an unavoidable fact of physics, roof trusses are allowed to deflect up to a specified amount, while still meeting deflection criteria requirements. Although many factors contribute to the amount of deflection in a specific truss design, difference in deflection amounts of trusses adjoining different designs (for instance, multi- ply girders) poses an aesthetic problem in the ceiling plane, where the single ply trusses deflect more than the multi -ply girder. A procedure that may minimize the noticeable difference in appearance would be the installation of 1/2" thick x 16" high APA CDX, or 2"x6" (min.) No. 2 S.P., strongbacks staggered throughout the area of concern, prior to applying any dead load. These strongbacks will tie the trusses together and provide a more uniform deflection in the area of transition. The strongback bracing material is in addition to any permanent building bracing specified by the building designer and/or truss manufacturer, and will not adversely affect the performance of the roof trusses in anyway. Tf you have any questions, please feel free to contact Bob Michael s at Carpenter Contractors of America, Inc. (941) 294- 6449. Sincerely, NORRIS ENGINEERING David R. Norris, P.E., Fla.. #32186 Is 5 SWEof x ohs ',ORID;'•' ',•• RED E GN r December 12, 2002 Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter haven, FL 33880-6201 Re: Existing CCA Truss Designs and the Florida Building Code Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: f 100 mph fastest -mile wind speed Residential construction Enclosed building do meet the wind loading requirements of the Florida Building Code for: 120 mph 3-second gust wind speed Residential construction Enclosed building Exposure B If you have any questions or if I can be of further assistance, please call me. Sincerely, ` R.. P. Q • g 1f+IC4 No. 2 639 12-1 -02 Walter P. Finn, PE .• ST OF Senior Chief Engineer : ` •' ...... •' U\ 1/0NA1. WA43 oI11111110 ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive - Haines City, FL 33844 • (863)422-8685 - (800)755-6001 r ALPINE y ENGINEERED us PR0DUCTS, INC. 1950 Marley Drive • Haines City, Florida33844 • (941) 422-8685 October 25, 1996 Mr. Jim Nick Carpenter Contractors 3900 Avenue G, N.W. Winter Haven, FL 33880-6201 Dear Jim: This is to confirm our conversation earlier today that a 2x4 utility grade Spruce -Pine -Fir may be ` used in lieu of a lx4 93 Hem -Fir, for continuous lateral bracing. If we can be of further assistance or if you have any questions, please give me a call. Sincerely, ALPINE ENGINEERED PRODUCTS, INC. 0 . Walter P. Finn, P.E. Senior Chief Engineer 9 01 This is a recommendation only. Permanent 4racit(gier all structural elements and anchorage to accomplish the transfer of the loads to other structural dlanaOdls'. ofthe building to achieve total structural integrity is theresponsibilityofthebuildingdesignerperFloyida14tiffilingCode. t_. nah 43 f4EJ.) the ends of dp & et;,. O_ MMb er._ Rl YM. Of and'Or39C, Or restraints' for porwb;rc the xvcb lateral bracing is qr! 2_qqtal A 5 degxcc v ationis 4yeata t[":5.d.c&rces,,a Pa: x'. The CLB,*",i,eji 5cltorcil wiijr2-16dcouunorruails, STY LE I, ADJACENT TRUSSES UNINMEN0, 11, 8 137 NOTF:I'SEE APPROPRIATE ALPINE DRAWING. FOR LUMBER, PLATES AND LITHE11 DATA NOT SHOWN HERE. GABLE STUDS. ATTACH TO TOP CHORD AND BOTTOM CHORD i'01TH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. SEE?CHART FUR SPAC114G OF GABLE STUDS. (+-4-) x* 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD, DIAGONAL WEBS, AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. ALL *x GABLE STUDS REQUIRE "T" BRACING. "T" BRACING MUST BE TOENAILED TO GABLE STUD WITH IOD NAILS AT 4" D.C. PLUS A CLUSTER OF 160 TOENkIIS AT THE TOP AND BOTTOM CHORD. SEE DETAIL FOR NAILING. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. PLATE AS REQUUIRED ON APPROIATE ALPINE DRAWING. PL,'WOOD SHEATHING TRUSS HAS BEEN DESIGNED FOR 110 WIND SPEED, ENCLOSED BUILDING,. 30.0' MAXIMUM MEAN HEIGHT, STANDARD BUILDING CODE. A 2X4 Alpine, or or 3X6 Trulox Th' c c 1Y >!c MPH SIDE 24 Woodloc, VIEW TYPICAL (++) 11 ALTERNATE LOADING: TC LL 20,0 PSF TC OL 20,0 PSF I - 8C DL 10.0 PSF TOT.LD 50.0 PSF OUR. FAC. 1.25 SPACING 24.0" VARIES TRULOX NAILS: 0.1205"X1.375" TRULOX NAILS OR EQUAL. (4) - NAILS PER MEMBER ARE REQUIRED ON EACH FACE OF EACH PLY. SEE ORWG. 142 FOR TRULOX INFORMATION, I If * u x (STUD MUST BE ATTACHED TO TOP AND DOT CHORDS ONLY) _ GABLE STUD SPACING HAXIMUM LENGTH = 2X4 50. PINE 3 24" O.C. 3'-11' _ 2X4 SO, PINE 3 16" O.C. 4'-5" _ 2X4 SO, PINE i 12" O.C. 4'-10' _ o__--_------_.--------_'---------------------------------- x (STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL) _ T" BRACE REQUIRED , SPACING MAXIMUM LENGTH = 2X4 SO. PINE k3 24" D.C. 5'11" _ 2X4 SO. PINE 3 16" O.C. 7'3" _ 2X4 SO. PINE 3 12" O.C. 8'-0" _ 2X6 SO. PINE 42N 24" O.C. 10'-3" _ 2X6 SO. PINE 2N 16" O.C. 11'-B" _ 2X6 SO. PINE 2N 12" O.C. 12'-10" _ CEILING GABLE STUD SPACING 24'o.c. MAX. SEE ABOVE 0 H SPAN REQUIRED OF GABLE 4) 16D NOTE: TRUSS ERECTOR IS RESPONSIBLE OENAILS FOR PERMANENT WEB BRACING. WHEN BRACING IS REQUIRED, FURNISH A COPY OF THIS DRAWING TO TRUSS ERECTOR. NOTE: GABLE HAS BEEN DESIGNED TO SPECIAL TRANSFER ALL HORIZONTAL WIND LOAD IN GABLE TO THE FLOOR & ROOF SHEATHING DIA- END PHRAMS. CONNECTIONS & DESIGN OF THESE TRUSS SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 4) 16D TOENAILS 4) '16D TOENAILS H-) 1x3 AIMVE P11 TE OR 13 WOODLOC PLATES MAY BE USED FOR * STUDS 3`0" LONG OR LESS. PLTT. TYPE ALPI YP FURNISH A COPY OF THIS DF_SIGN TO ERECTION CONTRACTOR E= T-D1-73 [= E= C= O C=1 C= [_ r o o Io A(_ PIN _ E L7 C7 TRUSS O O 2x4 ' IT" : 2x6 'IT" BOTTOM BRACE VIEW Bj( 4) I GABLE STUD 16D TOENAILS REV. WLB 10-6-94 TOY OR BOTTOM REV. CLR 12-8-93 CHORD OR GABLE REV.CLGIO/10/8S TRUSS REV. CLG 9/15/89 REV. CLR 5-3-96 REV. CLG 8/29/89 SCALE = 0.3750 REF STUDDED T IMPaa I AN I X SHALL NOT BF. RESPONSIBLE FOR ANY 7 IN MIULING. ERE PSF DATE OB O7 H9 DEVIATIONFPOHIHEGEGPECIFIL-AIIDfi5 DA ANY DEVIATION FROM URACII4G.SRE MNG W NJB_911ECINO111U65ES TC LL - 30.0 THIS UE&IGH OR ANY FAILNRE 10 GUILD 111C THUGS IN COWORHANCE CONAENTARY AND NI:LON1E11DAl1p4i-•TP1]. SEE / -C /1 WITH TK 'OUALI" IY 61AHDAITO 05100' DT IPI. ALPINE CMCCTORS THIS PC-SIGN OL 1GIGN FOR AWIIIONAL SPECIALPERHA - 15.0 PSF pRWG 876,719 ARE HAt"ACTUIIED FROM 20 GAUGE 6AI.VAN12EU STEEL VILE61; NCHT BRACING TEDUITT0IF.NT6. UNLESS O"1RIERWI OTIERNICE 6110HH, WEET3110 REOVINEMENIS OF ASIN A446. GRAVE A. 6110T1N, TOP CISIPD SHALL BE LATERALLY BRAG D - BC DL 10.0 PSF FIC-ENG CLG APPLY COIOIECIDRS 10 BOTH FACES AT EACH JO111I AND LOCATE AS WITH PROPERLY ATIACIED PLYWOOD 6HCA7IIIN , .0 ;i 11.- TOT . LD, 55.0 PSF o/A LEN. VARIES SHOWN. BEARING WIDTHS ARE 4' NONINAL UNLESS ORERWIGE G110TA,. DOTTON CHORD WITH RIGID.CEILING OR BRACING TSJ -T' F DESI GW STA„BANDS COW I11T11 WIIII APPLICABLE PROYISICIIG DF AG 6PE C1F1 Eft UI DESIGN. UD NOT me THIS Walter APT ,T pFinn, P.E. DUR.FAC. 1 .33--' P I CH VARIE AH05 ANU X. ( PC . DESIGN WITH FINE RETAIYIANT Do LUMDER, NO. 22 83 9' - 1P1 - TIRI09 PLATE I N;U1111E Hp9 - NA7701IAL OERIOII OfiCIFICAT7pI FOR WOOD CM131RIICTIOM - SPACING SEE ABO TE TYPE COMMON ALI-I „l. EMG3 NFENR;D rnOOUCTf. INC. IITUSEi'.5 1ER,1QE EKTQFt'E CARE WA0NINQ CTION AND DESIGN CHIT TPI of): DDTTot1 rII.I.rtl f1ET1A111 TRUSS I.OAOI IG ** 30 PSF LAVE LOAD TOP CHORD 15 PSF DEAD LOAD TOP CHORD 10 PSF DEAD LOAD BOTTOM CHORD 55 I(SF TOTAL. LOAD @ 1.33 DURATION 30 PSF LIVE LOAD TOP CHORD 7 PSF DEAD LOAD TOP CHORD 10 PSF DEAD LOAD BOTTOM CIIORO 47 PSF TOTAL. [.DAD @ ).33 DURATION ALTERNATE LOADING: K:, TC LL 20.0 PSF TC OL 20,0 PSF BC DL i Sl—ESE TOT . LO gLo2SF REcoj4MENDED REPAIR PROCEDURE 1. MEASURE DISTANCE FOR NEW LENGTH OF FILLER. R2 2, APPLY NEW 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB TO BOTTOM CHORD AND FILLER WITH M -16d NAILS EACH END OF VERTICAL. 3. PEAL BACK TIIE PLATE OFF TIIE TOP OF EACH VERTICAL III THE UNNEEDED LENGTH OF FILLER. 4. CAREFULLY BEND BACK TIIE PLATE OVER TIIE WIDE FACE OF THE BOTTOM CHORD FOR CLEARANCE OF NEW CEILING. 5. CUT UNNEEDED LENGTH OF FILLER OFF AT EDGE OF VERTICAL SCAB. R1 NOTE: BOTTOM CHORD FILLER MAY BE COMPLETELY REMOVED BEING CAREFUL TO FOLLOW PROCEDURE N3 ABOVE. R2 NOTE: GUN NAILS MUST BE 0.131" IN DIAMETER AND 3" IN LENGTH. MELD APPLIED FILLER. REFER TO DRAWING A115/R FOR ADDITIONAL FILLER DETAILS, R4 R2 2X4 SPF STUD GRADE OR SETTER VERTICAL SCAB. ATTACII TO BOTTOM CHORD AND FILLER WITII (3)-16D GUN NAILS IN EACH. (") N FILLER I" - r 0rTOM CHORD f aD.C. TYPP17 LENGTH TO CUT OFF FILLER, I— EXISTING FILLER L ----•- TRUSS SPAN oven 2 SUPPORTS Pl1 TYP• ALPINe TPI 9-5(Ra) FURNISH A COPY DF THIS DESIGN TO ERECT ON CONTRACTOR _ f n 11.11M 1141IICtMU VllUnlG", I/b, t IUUf'+ts u[U11In( t/pgllt CI In C7 l O C= C= o K H T1'iPDRTANTR H NIItt •1111 Of P(S,.Olgjotf (011 Ill/ WARNING let IIa-L llp. Vq C11 Oil IIQ t= p J L'=7 L= n[vl+!lull rlMw 11111 uISIUI Un IuISE SPEcif IcAllar, on Aw enac 116, f[C 1110•EI 0/ 11.1. fE[ HITS 0(LILII O. =7 C] Illtw•t 10 uV110 Ild InuSs IN col.OPuu1C( will' OS1sb sr API lOII' I", I+I SrtC1+L 1•CIINII,KpI U11Ic Ild /4 O p C] t= nruf C10 40110 +nL Iu GC ur ?oU+ 111(11110 /siN Oulfl[11[UIs. Ul t.(St OrlNpvlfC 1101[I ltll, ICn Cj f= Q [= Illb CII 4 tIClI.1 +S IAItU, lPl•L/ COI.! CIUIIS 10 [4C11 /ICC 0/ GrOnO 91111L Of L+Itnat L'/ Onlctn 011111.110PCII \ 1= AI_PXN r II+15S II.1 lIn sS1 OIIln11SC tUCAMI 011 1111S IICSICIt PUS111011 L/ It tICIND VL /VUOn LIK+IIIIIb, IIOIInN LIs11N1 itS b,8 Lt!(1U 7 f=J CW.a C11111s Put (YIIVIII.1 130. 1S0 C IU01•!, nt11C11 St+Ill1IljS YI III PIIUI•t 111./ /II/t7N'I1 1.1C111 C(1111 Yi •' S([ C+ I —I t(}. pnl v/IPIq 1U blL 1•uUVIS1a11 0/' LUS t TPI• +n rllcll(01'4 I1 V111( ILGtII (JL IP'u+(i 1//1lr 11 IUq Ir10PUt Walter P.-Firan -P-E. I I T11L)SS l= pU 1. WI IUU IPIIV TIN 1rIY ITS IY Irw CU••'a Kul UCI•ICIl0 Itnt o1HVILL lnI S.IGIInU. (V Vllyl a CIII•/ w U11Y o (_I — 1'1 I111111Y, INI S•PII 1.11 P( 1•I111N IP'.01 IIIII/ IIbl,11 Y+Y. Il[SILII III ILL IIIII$( IVICIIIMI (.IYllllal;IIYI, Na. 22839 11.1 I111 r•ir 1•I llf IIYr1111r1 (, I.1' 111•II IIlIIN1111 111Slfal !J •1.1: 11trill I IIVI Vnllll Ilv rlll•1 P.I IIIII ,_-__, .,_„ __, .. ._ P Z4 1)6 KE`(. R3 A p'E 2-1)41g4- R2 REV. WLB 3/25/93 R1 REV. WLB 3/11/93 . tz4 95v _+C2. 3 DESIGN CRIT:TPI REF BC . FILER . R TC LL "" PSF DATE 64/17/90 DAWG 804,132TCDL "" DC DL NN PSF PSF I•IC-ENG DAL TOT,LD, N11 PSF Dun,F-/,C.-- 5PACING 2n.0r' ITYPI- P/1G' F { 3 NAILS: 0.131"XI.375" SCOTCH NAILS OR EQUAL. CIRCLED NUMBERS SHOW NAILS REQUIRED ON EACH FACE OF EACH MEMBER. SEE DRAWING 142 FOR TRULOX INFORMATION. 2X4 50. PINE N2 N FILLER TOP CHORD. t++ 2X4 50. PINE 113 VERTICAL WEBS SPACED 48.0" D.C. MAXIMUM. CALL ALPINE FOR PITCHES OVER 8/12. CALL ALPINE FOR HEIGHT GREATER THAN 610" EX -FENDED TOP CHORD DETAIL El G-0-0 TYP.** 12 I PLATE SIZE & TYPE AS PER ENGINEERED DRAWING ALTERNATE LOADING: TC LL 20.0 PSF IC OL 20.0 PSF BC OL 10.0 PSF TOT.LD 50.0 PSF' DUR, FAC. 1.25 SPACING 24.0" 12 PIGGYBRCK PLATE •R OR 3XG TRULOX ALL PLATES ARE TO DE CENTERED ON JOINTS UNLESS OTHERWISE INOICATED. REFER TO ORWGS. 130, 160, L 1608—F FOR TYPICAL PLATE LOCATION DETAILS. 2X4 03 HEN —FIR OR BETTER CONTINUOUS LATERAL BRACING 24" ON CENTERS MAXIMUM SPACING, ATTACH TO EACH TOP CHORD WITH (2)160 NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO R SUITABLE SUPPORT BY ERECTION CONTRACTOR. w+ 2 X 8.25 PIGGYBACK SPECIAL PLATE. ATTACH WOODLOC PORTION OF THE PLATE TO PIGGYBACK. ATTACH TO SUPPORTING TRUSS TH (4)- 0131" X 1-375" SCOTCH NAILS OR EQUAL. U1 3X6 X4 ALPINE OR TYPICAL4 UOOOLOC TROLOK TYP. PLATE TYPE L SIZE AS PER ENGIIIEERED ORAIIING OFFSET FILLER DETAIL PIGGYBACK PLATE +• + OR 3X6 TRULOX 4 TYP. 6-0-0 w«r 4 + I 12 R1 AV 2 21¢ PLT. TYP.—FlLP]NE fP1-95 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR NOT TO SCALE nI PIN( ENCIHf IPfO IROgrC ll. INC. IRWI/El [QUIP[ INIA[nf CAME DESIGN C R 1 T: T P I R E F T C— F I L L E R 0 0 [ o 0 0 , * I PIP OR T ANT * • SHALL NOT SE P[SPONS ULc /OR ANY WARN 1 N G IN IRHOLInC. CRECIION AND 0 0 (O o DEVIATION FROG THIS DESIGN OR THESE SPECIFICATIONS. 02 ANY SPACING. $(I Nil -It DY TPI. SE( fins D(SECN l ` C LL 30. OPSF DATE 07/30/92 0 o f O FAILURE TD sulto IN( IRUSI IN cONfoRnAN([ Him Dim SY TRY FOR AOO111011AL SPECIAL KRnAH(NT SRACINC .L I C OL 7 OR 15 PSF O R W G 884, 080 O C] o LO ALPINE C0 1C10R/ ARC MAO[ OF M. CAM I11[L "[TINE R11N DUIREK111/. UMLI11 OTHERUI(E INDICATED. 'or 0 o IO (-3 RSYE CR A EXCEPT TIE HOIED. APFLV COW fC1Q.1 TO EACH FACE Of CHORD fIIALL IL LATERALLY S.AC(D WITH I'll, 3 C D L 10 . O P S F H C-ENG C L R ALPP I N E O INU21 AND UNL111 OI M[RWI1E LOEAIIO DR INIE DI11CN. POSIIIDR LY A1TKHko PLYuUW 11KAIUM. 1olloN CRDRD 0 ,i 4AcoNNEcIoNsFLAaLIM/ I, Is[ L 11[A-1. D[SICN SIANonto$ WITH PNONERLV A111K14D RIGID (11LJNC -- ELL DECC Cw' f0T LD 4? OR 55 PSF 0/R LEII. 0 0 C ONE ORO W/A11U UOL[ rROYIf IONI OI NOI (IP 1, Mt CNCIX[[A'1 ALP 11[ T(GrN iCAL lllpliC'l i/1/11, EQR IAOrI Walter P. Finn, P,_ • IUR. FAC. 1 . 33 PITCH * / 12 T R U S S o 1(ft ON 11111 DNANIAC Arr M to IN( COWONENT D(PICI(o MLR( o[TWAIL APPLICATION. EUANIEH A Cory of I"IS YY CI o IN ONLY. AND SHALL NOY I( A(LIID UPON IN ANY OTHER WAY, o(SICN TO 1111 IAUIL (R(CIIoN CDNtRACIOR. No. 22839 O E T A I L r-i o 0 0 1 o PACING 24 . 0" TYPE 111 1 IRUfI FI AIE INS 111111f. MDI IS11 MflIIONflI D(11LN Iff CIf ICAlION FOR NOnll CnnSIANI.I ION MAXIMUM NUMBER OF ROWS OF NAILS A - EDGE DISTANCE AND PERPENDICULAR TO GRAIN SPACING (7 DIAMETERS). 8 - END DISTANCE AND PARALLEL TO GRAIN SPACING (15 DIAMETERS). C - DISTANCE ROWS ARE TO BE STAGGERED (7-1/2 DIAMETERS). BEARING BLOCK TO BE SAME SPECIES, SIZE AND GRADE AS CHORD. 12" MINIMUM — 24" MAXIMUM) CHORD SIZE NAIL TYPE 2X4 2XG 2X8 2X1 2X1 8D BOX 3, 5 8 10 13 10D 60X 2 5 7 9 11 120 BOX 2 5 7 9 11 16D BOX 2 4 6 8 10 200 BOX 2 4 1 5 7 1 9 8D COMMON 2 4 6 9 11 100 COMMON 2 4 5 7 9 12D COMMON 2 4 5 7 9 16D COMMON 2 3 5 7 8 20D COMMON 1 3 4 5 7 0.120X2.5" GUN 3 5 7 10 12 0.131X2.5" GUN 2 4 6 9 it 0.12OX3.0" GUN 31 5 7 10 12 0.131X3.0" GUN 1 2 4 6 9 11 MINIMUM NAIL SPACING DISTANCES DISTANCES NAIL TYPE A B C 80 BOX 13/16" 1-3/4" 7/8" 100 BOX 15/16" 1-15/16" 1" 12D BOX 15/16" 1-I5/66" 1" 160 80X 1" 2-1/IG" 200 BOX I-1/1G" 2-1/4" 80 COMMON 15/16" 2" 1" 100 COMMON 1-1/16" 2-1/4" 120 COMMON 1-1/16" 2-1/4" 1-1/8" 16D COMMON 1-3/16" 2-7/16" 1-1/4" 200 COMMON 1-3/8" 2-7/8" 1-7/16" 0.120X2.5" GUN 7/8" 1-13/16" 15/16" 0.13IX2.5" GUN 15/16" 2" 1" 0.12OX3.0" GUN 7/8" 1-13/16" 15/16" 0.131X3.0" GUN 15/16" 2" 1" WARN I NGIRUSHAN REQUIRE IN HRNOL IHL. El OBARCING. SEE HIB-91 BY IPI. SEE FOR R001T 1 ORAL SPECI AL PERMAN W OUIREMEHIS. UNLESS OTHERWISE INt CHORD SHALL BE LATERALLY BRRCED DEC J G BLOCK.- NAIL S PAC I N G DETAIL LY ATTACHED PLYU000 SHEATHING, I WI INPROPERLY ATIRCHEO R IL10 CEI WaltA83ATECNNICRLUPDATE1711131: VY LIINEDRYWALL HPPLICA110N. FURNISH A I No. W I N.G. B 1 39 DATE: 12 / 27 / 93 DESI LH t0 THE TRUSS ERECTION cot FAUt JU 19650-51-14 1749A OR B - C2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 4X4 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING THIS GABLE END WILL SUPPORT UP TO 1'0" OVERHANG ALONG THE TOP CHORD. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC. 2X4 (Al) = 2X4 (Al) = 1-0-0 1-0-0 L 9-10-0 1 9-10-0 1 19-8-0 Over Continuous Suppor W=19-8-0 U=120 PLF Note: All Plates Are 2X4 Except As Shown. PLT TYP. Alpine TPI-95 R Desi n Criteria: TPI N = " WAI(NING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SIIIPPING, INSTALLING AND BRACING.RLFER I0 IIIU 91(NANULINGINSTALLING AND BRACING), PUBLISIIED BY TPI (TRUSS PLATE INS117UTE,503 U'ONOf10DR., SUITE200, MAIIISON, WI 53719). FOR SAFETY PRACTICES PRIOR 10 PL RF ORMING IIIFSE FUNCIIUNS. UNLESS 01 IRRWISE INO ICAIED, TOP CHORD SMALL HAVE PROPERLY AT fACREO Or-1 SIRUCTURAL PANE I. S. BOI IOM CHORD SHAL I. HAVE A PROPERLY ATTACIIEO RIGID CEILING. L. , IMPL7RfANI- TURN Sit A COPY OF HITS DESIGN 10 THE INSIALI. AT ION CONTRACTOR. ALPINE ENGINEERED AL PINE PRO 11U CIS. INC. SHALL NOT BE RE SPONSIBIf FOR ANY DEVIATION FNOM TO DESIGN; ANY FAlt URE TO BUILD TIIE INOSSES IN CONFORMANCE WITH IY I; OR FABRICATING, IIAN 0I. ING. SIIIPPING, INSTALLATION OR BRACING OF IRIISSES. IIIIS DESIGN CONFORMS NI T11 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TRUSSRUSS CONNECTORS ARE MADE OF 20GA ASTM A653 GR31 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TROSS. AND(INCESS OIIIEIIWISE IOCATED ON 11I1S DESIGN, POSITION CONNECTORS PER DI(AN l hfl IA, IM1 AN[) 160 A I AN IIII; I NI III'S SI AT (IN HITS ORAW ING AITI IIS ONIY 10 IIII 111 SIGN UI fill III11,0 UII I11111 Ill fit Aflll %IIAI1 NOI 111 II(I I11) III -OR IN ANY 11111111.WAY __- rim 18.1b8 FL 1 E Scale =.25" Ft. i p g M Walter P. Finn, Pl.E. 22839 TC LL TC DL BC DL BC LL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081--76782 DATE 05/21/97 DRW HCUSR081 97141154 HC-ENG FLA/WPF SEQN - 3878 O U R. F A C. 1.25 FROM P F 1-1No. 1ybb0-bH4 1749A,B - Cl) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4 W4X4(A2) 1-0-0,I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MEI?. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 19-8-0 Over 2 Supports 11=786 U=500 W=B" PLT TYP. Wave TPI-95 Design Criteria: TPI STD WARNING'* TRUSSES REQUIRE EYTR EHE CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO M18 91 (HA NUL ING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 O'OMOFRIO DR., SUITE 200, MADISON, WI 53719), FOfl SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0TH ERWI SE INOICA TED, TOP CI{ORD SIIAII tlAYE PROPERLY ATlAC11ED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"` FURNISH A COPY OF TNIS DESIGN TO THE IN STALLA110N CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESP UNISIBLE FOR ANY OEVIATIOH FROM TIIIS DE51GN; AHY FAILURE TO ALPINE BUILD TIME TRUSSES IN CONFORMANCE WIIN TPI; OR FABRICATING, HANDLING, SU IPPING, INSTALLING AND BRACING OF TRUSSES. TIIIS DESIGN CU HFORMS WIT 11ITIf APPLICABLE PROVISIONS OF LIDS (NATIONAL DESIGN SPE CIF IC AT T UN PUDI. ISHED BY 111E AMf RICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COHNECIORS ARE MADE OF 20GA ASTH A653 GR40 GAL V. SIEEL, E1 Cf PT AS NOTED. APPLY CONNECTORS TO EACH FACE Of IN USS, AND UNI ESS O1lIER NI SE I.00ATLD ON HIS DESIGN, POSITION CONNE CI ORS PER DRAWINGS IEO A 1. ILIE SEAL Oil THIS DRAWING INDICATES ACCE PIANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, IllC. RESP ONS ID IL ITY SUL ELY FOR TIIE TRUSS COMPUNENT DESIC,N SHOWN. TIME SUITABILITY AHD USE OF THIS I IBIIIBS CIIy, PI, jj8QQ COHPO RENT fOR ANY PARTIf.O I. AH BUILDING IS IN RESPl1NSIB IL ITY OF TIIE BU LLD INf, DESIGNER, PEIi ANSI/TPI 1 1995 SECTION 2. 9-9-4 18.1b8 OTY:1 6J U CAJRhI. Walter P. Finn, P.E. ' No. 22839 C 0 3 8 - T- 0 0 0-0-12 R=700 U=410 W=6" FL/1/-/-/E/-/- TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 01 Scale=.375"TFt. REF R081--68304 DATE 03/22/00 DRW IICIJSR081 00082240 HC-ENG JWC/WPF SEON 15329 FROM RG 19b5U-5H4 1749A OR B - B1 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L1360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SHIM ALL SUPPORTS TO SOLID BEARING. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE.END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. FOR GABLE STUD VERTICA FOR VERTICALS LESS FOR VERTICALS GREATER THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. U-UPLIFT CONNECTION REQUIRED AT BEARING " REFER TO DRAWING GE-001, GE-002, OR 876.719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 4X4= 61 Al) 12-7-0 m 1.01m c0 0 19-4-0 19-10-0 8-10-0 01-2) 19 7 0 9-1-0 775 W=8" U-450 8-3-0 Over 3 Support Note: All Plates Are 2X4 Except As Shown. PLT TYP, Alpine TPI-95 R Design Criteria: TPI O 1 1—WAIINING— IIL USSES BE Oil IRE I X I RI HE CARE IN IAURICATION. IIANDI. ING. SHIPPING, INSTAI.I ING AND I_J BRACING. REFER 10 Hill 91 (IIANDI ING INSIAI LING AND BRACING). PUBLISHED BY 1TI (IRUSS PLATE O INSII TUFF, 583 O'ONOFIO OR., SHINE 200. MADISON, WI 53119). FOR SAFETY PRACTICES PRIOR TO PL ILFURMIMG 111E SE FUNCTIONS. UNLESS 0111ERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED O O SIRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" fORNISH A COPY OF THIS DESIGN TO YIIE INSTALLATION CONTRACTOR. ALPINE ENGINEERED O ALPINE r, PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Z TR USS BUILD IIIE 1RRSSES IN CONFORMANCE NI111 TPI; OR FABRICATING, ICABL II PROVING. SHIPPING. NATIONAL ES OR BRACING OF INUSSES. TIIIS DESIGN CONFORMS N1111 APPLICABIE PROVISIONS OF NOS (NATIONAI. DESIGN SPECIFICATION PURL I SIZEDBYTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AREMADEOF 20GA ASIM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of IRIISS, AND UNLESS 0-111ERWISE IOCAIFD ON THIS DESIGN, POSITION CONNECTORS PER UHAWINGI III0. hO MITI 11.0 A I. AN I10AIIIIII'1 11Al ON IIIIS DRAWING APPI111 ONIY 10 1111 111SIIA OI I111 11111',L OI I'IC IIII 111111 ANTI ;O AI I 1101 III II11 1111 II I'nN IN ANY 0111111 NAY. R=919 W=8" U-740 W=9-0-10 U=120 PLF 18.1b8 FL 1 E Scale 1-C LL 20.0 PSF REF R081--76780 TC DL 7.0 PSF DATE 05/21/97 DRW HCUSRO81 97141153BCDL10.0 PSF C• Zal3: BC LL 0.0 PSF HC-ENG FLA/WPF TOT.LD. 37.0 PSF SEQN 3872 Walter P. Finn, P.E. No. 22839 D 11 R. F A C. 1. 2 5 FROM P F 1-1 S I I A C I N G Y 4 .0 D 19650-5114 1749A OR 8 - A2 THUS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T1 2x4 SP #2 N: BOT CHORD 2x4 SP #2 N :83, B4 2x4 SP #1 Dense: WEBS 2x4 SP #3 :W6 2x4 SP #2 N: S PREDICTED HORIZONTAL MOVEMENT IS 0.31" DUE TO LIVE LOAD AND 0.23" DUE TO DEAD LOAD AT ONE SUPPORT. A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING, SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. MUM 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. U®UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND`ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X8(A2)= 5x5— 4h1L— 2X4III HS412- 4X10(F1)- I o to- o 19-10-0 19-10-0 20-1-0 19-7-0 IE 39-8-0 Over 2 Supports R=1526 W=8" U=940 FJ R=1526 W=8" U=940 PLT TYP. Al ine,lii h Strength TPI-95 R Design Criteria: TPI WARNING " - TRUSSES RFOUIRE FA THEME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING ANO LJ t__J OR AC ING. REFER TO IIIR 91 (HANDI. ING INSIALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE f O INS'f ITUTE, 503 O'ONOf10 DR., SUITE 200, MADISON. NI 53119). FOR SAFETY PRACTICES PRIOR TOL PERFORMING THE SE FUNCTIONS. UNLESS Of IIERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED O ST RII C TOR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT*' FURNISH A COPY OF TIIIS DESIGN TO 111E INSTALLATION CONTRACTOR. ALPINE ENGINEERED A L 1' IRE o PROIIUCfs, INC. SIIALL NOT HE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TIIE 1N USSLS IN CONFORMANCE WI111 iPI; ON FABRICATING, HANDLING, SHIPPING, INSTALLATION OR tlRACING OF IRIISSES. [HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NITS (NATIONAL DESIGN SPECIFICATION PUBI.]SHED DY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE T RU S S CONNECTORS ARE MADE OF 2OGA AS1M AS 53 GR31 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS 0111ERWISE IOCAFEII ON THIS DESIGN, POSITION CONNECTORS PER DIIAWINGS 1'.fll, 15(1 ANTI IGO A E. AN INGI"'IR SIAI qN III IS III(AWINE; AI'I'Illti ONIY 10 IIIF BISIf,N III IIII III 11I I'II'11 111111 A1111 '.f A,I NHI IH III IILII 11V 14 IN ANY III III 11 WAY, 31 18.1b8 FL 1 E Scale 125" Ft. p p g M Walter P. Firm, P.E: No. 7 2839 , I TC LL TC DL BC DL BC LL TOT A D. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R081--76773 DATE 05/21/97 DRW HCUSR081 97141156 HC-ENG FLA/WPF SEQN 3826 D U R. F A C. 1.25 FROM P F H S I1 A C I N G ? 4. OH 1y0SU-5H4 1/49A OR B - Al THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :Tl 2x4 SP #2 N: BOT CHORD 2x4 SP #2 N :83, 84 2x4 SP #1 Dense: WEBS 2x4 SP #3 :W6 2x4 SP #2 N: PREDICTED HORIZONTAL MOVEMENT IS 0.31" DUE TO LIVE LOAD AND 0.23" DUE TO DEAD LOAD AT ONE SUPPORT. A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. SEE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL. 4X8 (A2) 1-0-0 5X5= 4X12= 6 X 6 =_ 2X4III 2X4111 2X4111 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ` ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. T 4X10(F1) 1-0-01W 19-10-0 1 19-10-0 23-0-0 16-8-0 E 39-8-0 Over 2 Supports I R=1526 W=8" U=940 R=1526 W=8" U=940 Al 1): PLT TYP. Al ine,Hi h Strength TPI-95 R Design Criteria: TPI 18.lb8 FL 1 E Scale =.125" Ft. O E-1 LJ O ^ LJ Q o WARNING'" TRUSSES REQUIRE EXTREME. CARE IN IAOR[CATION , HANDLING, SHIPPING, INSIAIIING AND BRACING. NEf ER TO IIIB-91 (IIANDLING INSI ALLING ANI) BRACING), PUULI SIZED OY TPI (TRUSS PI. All INSTITUTE, 5B3 O.ONOF10 DR., SDITE P00, MAt) .11 WI 537191, FOR SAFE TY PRACTICES PRI011 10 PEICPORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACIIED STRUCTURAL PANELS, BOTTOM CHORD SIIALL NAVE A PROPERLY ATIACREO RIGID CEILING. IMPORTANT" FURNISH A COPY OF 1111S DESIGN ED IDE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TIIIS UESIGN; ANY FAILURE 10 BUI10 111E INIIS SES IN CONFORMANCEMANCE NI111 1P1; OR fAIIRICATING, IIANUI ING, SII 11'P ING, INSI Ai LAIIUN OR O T C L L T C D L pBC DL B C, L L 2 0. 0 7 0 10. 0 0. 0 P S F P S F PSF P S F R E F R 0 8 1 - 7 6 7 7 2 D A T E 0 5 2 1/ 9 7 DRW Hcusaosl 91141146 H C- E N G F L A/ W P FZALPINETRUSS URACIRG 0E IRUSSLS. III IS 1) SIGN CONE OR MS WI III APPI.ICAUIC PROV1510NS Of NDS (NAII0 At DI, SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 11'I. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GH37 GAIV. STEEL, EXCEPT AS NOTED. APPLY COMNEGIDRS TD FACH FACE OF TRUSS, AND UNLESS 011IF11WISI IOCAIFD ON THIS DESIGN, POSIIIQN CONNECIORS PER I .: ' Walter P. Finn P.E. No. 22839 T 0 T L D 3 7 0 P S F S E Q N - 3823 D(JR . FAC . 1.25 FROM HIAI N11110 111, IE11 Mill 1dl A t All tll'i IIIf1II'a ?IAI I'll I111011 11111i AI'1'111, RNIY Ili (III ID)IIiN III IIIUSS PI I'll.l T.0 HIRE AMU SIIAI I. DUE MI IITL IIU II I•UN IN ANY UIIII II MAY. II IS)A JC I NA 124L'1 1A 111 MG — 19650-5H4 1749A OR B - A3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T3, T4 2x4 SP #1 Dense: BOT CHORD 2x4 SP #1 Dense :B1 2x4 SP #2 N: WEBS 2x4 SP #3 PREDICTED HORIZONTAL MOVEMENT IS 0.38" DUE TO LIVE LOAD AND 0.29" DUE TO DEAD LOAD AT ONE SUPPORT. DEFLECTION CRITERIA IS 1_/360 LIVE AND L1240 TOTAL LOAD. A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. SEE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL. 4X8 (A2) _ 2 X 4 III 3X6o 6X6= HS412- 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. U—UPLIFT CONNECTION REQUIRED AT BEARING PREDICTED VERTICAL DEFLECTION IS 0.62" DUE TO LIVE LOAD AND 0.52" DUE TO DEAD LOAD AT X — 14-07-00. A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLI"ED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X10 (F1) 1,w 1 0 19-1.0-0 _ 19.10-0 14-7-0 5-3-0 19-10-0 39-8-0 Over 2 Supports -- R=1526 W=8" U=940 R=1526 W=8" U-940 m PLT TYP. (Allline,Hi h Strength TPI-95 R Design Criteria: TPI 18.1b8 /FL BWARNRACINGNG*REfEfl TO IIU- USSES B. R. lMANOLUIRE RIN6 INSTAILCARE NING AND BRACING)7, NPUBLGISIIEDIBYITPI IN(1NUSSING AND PLATE TC LL 20.0 PSF f INSTITUTE. 5B3 D'ONOFIO UR., SUITE 2D0, MADISON, NI 53719), FOR SAFETY PRACTICES PH ON TO 1. D L 7 - 0 P S F l PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED O STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - B C D L 1 0. 0 P S F IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SItALL NUl BE HE SPONSIDLE FOR ANY UEVIATI OM FROM OM71115 DESIGN; ANY FAILURE 7D .gyp = ' p / L_J Lp,NE BRODD 111E TRUSSES IN CUNFOflMANCE HIM TPI; OR FNRICATING, HANDLING, SHIPPING, INSTALLATION OR p 8 LAIW 7 L. L L 0. 0 PSF BRACING OF TRUSSES. THIS OESIGN CONFORMS NIrN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN N T 0 T . L D . 3 7.0 P S F SPECIFICATIONPUBLISItE (1 BY TIIE AMERICA0 FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TRUSS RUSSCONNECTORS ARE MADE OF 20GA ASTM A653 61137 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Walter P. F111r1 P.E. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON HITS DESIGN, POSITION CONNECIORS PER T D U R . F A C . 1 .2 5 I111 AH I IIGS 13(I, 1111 AIII1 Ihll A f. AN INIiI NI )IT'S :1 Al nN (Ills IIII ANINfi AI'I'I Its DNIY IU IIII PI $I qN No. 22839 - , I -1 F-1 F-1 - ,.L A c I N rl ; q. Oil IIII1111111111I'li I1U DI IIf AlID 41AI I NHI DI 1411 IIII UIVIN IN ANY (IIIITII NAY; A3 50 Scale=. 125"/Ft. REF R081--76774 DATE 05/21/97 D R W HCUSR081 97141148 HC- ENG FLA/WPF SEQN - 3835 FROM MG 19650-51-14 1749A OR B - A5 TOP CHORD 2x4 SP #1 Dense BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 PREDICTED HORIZONTAL MOVEMENT IS 0.42" DUE TO LIVE LOAD AND 0.31" DUE TO DEAD LOAD AT ONE SUPPORT. DEFLECTION CRITERIA IS L1360 LIVE AND L/240 TOTAL LOAD. SEE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL. 4X4 s--? 5 X 5 5 2X4111 4 X 4 = 5 HS412: 3X12 (F1) AX4- 1-0-0 . u 10-11-0 F 19-10-0 R=1526 W=8" U=940 PLT TY_P. Alpine,Hi 0 o u C O I E o ALPINE c' TRUSS I I I I I I I I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 6X6= 5X5s 5 8X8= 28-9-0 39-8-0 Over 2 Supports 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING PREDICTED VERTICAL DEFLECTION IS 0.61" DUE TO LIVE LOAD AND 0.51" DUE TO DEAD LOAD AT X — 19-10-00. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE'BOTTOM CHORD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 2.5 2X4 - - &k -8-0-0 HS412= 4X10 (F1) 1-0-0 19-10-0 R=1526 W-8" U=940 1h Strength TPI-95\R Design Criteria: TPI WARNING— TRUSSES REQUIRE E%THEME CARE IN FABRICATION, HANDI(MG. SHIPPING, INSTALI ING AND IIRAC IMG. NtI I.IT IU IIIU 91 (IIANIIE.I MG INS-IAII ING AND BRACING), PLIBLISHIB BY 1111 (IRIISS PIAIL INSTITUTE, Sd3 U'UNUf 10 DR., SUITE ZOO, MADISON, NI 53119). FOR SAFETY PRACTICES PRIOR 10 P ER DRMING 'HE SE FUNC PIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT "- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT DE RESPONSIBLE FOR ANY DEY IATION FROM TIIIS DESIGN; ANY FAILURE TO I111111) IME III Us ES IN CONEOR NANCE FIT 11 IP1; UI IAIIRICAIING, II ANOI IMG. SIIIPPING, IN SIAI.I AIION OR BRACING Of IIIUSSLS. [HIS DESIGN CONIOHMS NI III API'LICAUI.E PROVISIONS OF NUS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TIT[ AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASIM A653 GR37 GA I. V. STEEL, EXCEPT AS NOT E 0. APPLY CONNECTORS TO EACH FACE OF IROSS, AND IINI ESS OIIIf RRI SE IOC.ATf1) ON TIIIS IIESIGN, POSITION CONNECTORS PfR DIIAWINI; IIII. 10 AND 11,0 A 1 All Till.I llt 111'4 '.I Al ON IIIIS I1IAW1116 AI'I'111'. IINIY If) IIII III'+IGN nl IIII I1111; pil 11 I111 III III AIIII HAII 11,11 111 1111 1111 11VON III ANY 11111111 HAY. A5 2 18. 1b8 FL 1. E Scale TC LL 20.0 PSF REF R081--76776 TC DL 7.0 PSF DATE 05/21/97 B' C DL 10.0 PSF DRW HCUSR081 97141157 pg' 2003 bC LL 0.0 PSF HC-ENG FLA/WPF TOT. LD. 37.0 PSF SEQN - 3848 Walter P. Finn, P.E. pHR.FAC. 1..25 FROM PFtI No. 22839 PA ( I N6 A . n II 1yo5u-5114 1/49A,B - A6 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #1 Dense :B2, 84 2x4 SP #2 N: WEBS 2x4 SP #3 :W7 2x6 SP #2 N: DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. 5X5= 4X8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Ir 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TIC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. i•; - 7- 8 0 0 4X4= I'Ll 29-4-4 —fi e 19-10-0 i 19-10-0 19-10-0 9-2-12 10-7-4 39-8-0 Over 3 Supports R=1107 W=8" U=550 R=1661 W=7" U=670 R=284 W=8" U-210 10, PLT TYP. Alpine TPI-95 R Design Criteria: TPI-95 STD 18.2c4 FL 1 E Scale 1875" Ft. O O O WARN I NG— TRO SSE REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SII I PPING, INS TAI. I. ING AND URAC IMG. REFER TO HIB-91 (HANUIING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I T C L L 20 0 P S F R E F R 0 8 1 - 2 4 6 7 9 INSTITUTE. 5U7 U'ON(FIO DR., SUITE 200, MADI SON, MI 53719), FOR SAFETY PRAC IICES PRION 70 PERFORMING THESE FUNCI1 OHS. UNLESS OTHERWISE INOICATED, TOP C110NO SHALL HAVE PROPERLY AITACIIED T C D L 7 0 P S F DATE 1 0 / 1 5 / 9 7 O O LP IN E o STRUCIURAL PANELS, BOTTOM CHORD SIIAIL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPIII( IANI " FURNISH A COPY OF THIS DESIGN TO 711E INSTALLATION CONTRACIOR. ALPINE ENGINFER"I PNODUCTS, INC. SHALL NO1 BE HESPONSIN T IO ANY DEVIATION FROM IIIIS DESIGN; ANY FAILURE TO B OILO 111E TRUSSES IN CONFORMANCE N1111 lPl; OR FABRICATING, IIANDLING, SIIIPVING, INSTALLATION OR p ( H "^ t6woBC DL B C L L 10. 0 0. 0 PSF P S F DRW HCUSR081 97288110 H C- E N G V B/ W M R Z TRt1SS BRACING OF TNU$SES. T111S DESIGN CUNF 0RMS NIT11 APPLICABLE PRUV IS IONS OF NOS (MATIONAL. DESIGN SPLCIF ICAIION PUB I. I SAID BY 111E AMEIIIC AN FOREST ANU PAPS It ASSUCIAFION) AND IP1. AIVINL P. Finn, P.E: TOT. L 0 37 0 P S F S E Q N 4151 CONNECIOIIS A11T MADE OF 20GA ASTM AGS:f GN31 GALV. SIIE1, EXCEPI AS NUT FIT. AI'PIY C(INNICIOIIS IO I Al:ll TACT 01 IIIII:S, AND UHLI SS III III BNI`_I Ills -.AIM (IN THIS III SIII", PUS l l ON 1:IIHNIC 11111 PI 11 Walter No. 22839 DUR . FAC . 1.25 FROM TSB itI AN IIH1a ITS; II -I I1111 11i11 A I HAllA III III ID 111 II ;I Al n11 IIII, DII All lt 1111 W I I > null III IIII ICI SII; II II IIII III115S HLI'IC II 11 111111. ANTI SII All II III IIL III IIII II I'!I II IN AN UIII I. II MAY. SP A( I N(a 24 In 19650-5H4 1749A OR B - A7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. MIM 110 MPH WIND, 15.00 FT MEAN HGT, SBCC1, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. U—UPLIFT CONNECTION REQUIRED AT BEARING A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1). CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. THIS GABLE END WILL SUPPORT UP TO 1'D" OVERHANG ALONG THE TOP CHORD. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC. 3X6 (Al) _ 3X6 (Al) _ I,Qo 0 1-0-0 19-10-0 I 19-10-0 I 9-8-0,Over Continuous Support W=39-8-0 U=120 PLF Note: All Plates Are 2X4 Except As Shown. PLT TYP. Alpine TPI-95 R Design Criteria: TPI WARNING- TRUSSES REOU IRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND UNACING. REFER TO Hill 91 (II ANULING INSTALL INC. AND BRACING), PUI1l.ISHED BY TPI (TRUSS PIA1'E f---7 INSTITUTE, SB3 U•ONOFIO OR., SUIIE P00, MAUi 50N, NI 53719). FOR SAFLIY IRACFICES PRIOR 10PERFOHMINf, IIIE SE FUNCIIONS. LINE I:SS 2111ERN ISE INDICA IED. IUP COOK[) SHALL HAVE PROPER IY AIIACIILO O O STRUCIURAL PANELS, BOIIOM CHORD SHALL HAVE A PROPERLY ATIACIIED RIGID CEILIIG. IMPORTANT" FURNISH A COPY OF THIS DESIGN 10 IIIE INSTALLATION CONTRACTOR. ALPINE ENGINEERED o ALo PNODUC TS, INC. SHALL NO1 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 IIU It TIIE INUSSES IN CONFORMANCE Willi TPI; ON FAURICAIING, HANOI. ING, SHIPPING, INSTALLATION OR 811ACING OF IROSSE S. 'FOIS DESIGN CONFORMS Willi APPLICABLE PROVISIONS OF IDS (NA110NAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEZTR__CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. kPPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE IOCAlfO ON THIS DESIGN, POSITION CONNECTORS PER F I I ] I I I I IIIUNIN6S 1:10, 1!10 AND 160 A I. AN ING1N1 IN'S lIAl ON INS DRAWING AI'I'IIIS ONIY 11) IIII DI SIGN m IIII III II'.a IIII IC IIII 111 III AIIII o11 All NIII ID ILII TIN III'nN O))Illl HAY, 10 18.1b8 FL 1 E TC LL 20.0 PSF TC DL 7.0 PSF 40 BC DL 10.0 PSF 8 M BC LL 0.0 PSF TOT . L D. 37.0 P S F Walter P. Finn, P.E. Dl1R_FAC . 1.25No.22839 PACIN(I d A'l Scale=.125"/Ft. REF R081--76778 DATE 05/21/97 D R W HCUSROBI 97141151 HC-ENG FLA/WPF SEON - 3855 FROM PFH 1.9650-5114 1749A OR B - AB THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. Lj oQ 11-0-0 Over Continuous Support W=11-0-0 U=120 PLF 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TIC DL e 5.0 PSF, WIND BC DL e 5.0 PSF. U-UPLIFT CONNECTION REQUIRED AT BEARING THIS GABLE END WILL SUPPORT UP TO 1'0" OVERHANG ALONG THE TOP CHORD. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC. Note: All Plates Are 2X4 Except As Shown. PLT TYP. Alpine TPI-95 R Design Criteria: TPI WARNING " TRUSSES RIUUIRE EXTREME CARE IN FABRICATION. HAHUL ING, SHIPPING. INSTAL ING AND ICJ DRAG ING, µ[FtµTU IIIU91 (IIANIII IHG INS TAI LING ANU BRACING), PIIBLISIIEU BY TPI (TµUSS PIATL O INSTITUTE, 5u3 D'OIT Fla OR., SDIIF 100, MA ON NI 57119), FOR SAFETY TRACT ICES I'll 101( 10 PINIONMING IIII St IUNCI TONS. ONII SS Or AT TIN [St. INUICAI 1:11. TOP CHORD SHAI.I. HAVE PROPI'. HLY AI IACIIt 1) f 1O SIRIIC IURAL PANELS, TOT TOM CHORD SHA11. IIAVE A PROI'I At AT IACHEU AIGIO CF IL ING. L 1 ' IMI'lll(TANI^ FORRISH A COPY Of 1111S DESIGN IU lilt INSTAIIATIUN CONIHACI')R. ALPINE LNGtHtflitIT PNOUIICIS, INC. SHALL NO UE At SPONSIULE FOIL 0.NY DEY IATION FROM 'f IIIS DESIGN; ANY FAILURE TOoALPINEO BUILD IIIE TRu5SES IN CONFORMANCE WI f1I TPI; Ofl FABRICATING, II ANDLING. SHIPPING, INSTALLATION OR GRACING OF TRUSSES. 'f111S DESIGN CONFORMS Willi APPLICABLE PROVISIONS Of ;IDS (NATIONAL DESIGN SPECIFICATION POOLIS'" By THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND fPl. ALPINE T RU S S CONNECTORS ARE MADE Of 20GA ASTM As53 GR3) GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCAIEU ON THIS DESIGN, POSITION .ONNECTORS PER F— I F -I 1)IIAWING5Itf1, I5D A11O 1G0 A f. AN 1NGINI.IIVS SfA1 (IN IIIIS fINANING API'ITES ONLY 11) lilt IIESIGN m tul Uw.__ IUI I1. 1111 IUI!1 ANp ,BAIT IGII [It [(it 1111 111"IN IN ANY imilli NA(. 1 18. 1b8 1 o' 20 Walter P. Finn, P.E. No.22839 ' FL 1 - TC LL fC DL 13C DL BC LL _ TOT.LD. DUR.FAC sPAciNG m E/-/- 20. 0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 I .0 11 110 m On Scale=. 375"/ Ft. REF R081-- 76779 DATE 05/ 21./97 D R W HCUSRO81 97141152 IC-ENG FLA/WPF SEON - 3861 FROM PFH 19650-51-14 1749A OR B - D2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. THIS GABLE END WILL SUPPORT UP TO B" OVERHANG ALONG THE TOP CHORD. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 4X4= 2X4111 5(- 0-4 3 2 X 4 III 2 X 4 III 2X r7(Al 2X4 III 5 2X4 III 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC. 2X4 (Al) Ij—aO-Q 13-0-11 5-2-0 I 5-2-0 I IE 10-4-0 Over 2 Supports R=440 W=12" U=300 R=330 PLF W=1-4-0 U=300 PLT TYP. Alpine TPI-95 R Design Criteria: TPI O WARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND RACING. REFER TO N18 91 (HANDLING INSTALLING AND BRACING), PUDLISHEO BY TPI (IRUSS PLATE O INSTITUTE, 583 D'ONOF10 DR., SUITE 200. MADISON. W1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THE SE FUNCTI UN S. UNLESS OTIIE RWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED O O STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED c' ALPINE o PRODUCTS. INC. SHALL NOT BE RE SPONS IDLE FOR ANY DEVIATION FItON THIS DESIGN; ANY FAILURE TO BUILD TILE TRUSSES IN CONFORMANCE Wllll TPI; OR FABRICATING, II ANDLING, SHIPPING, INSTALLATION OR BRACING OF 1NUSSES. THIS DESIGN CONFORMS WITI1 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED ByTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TRU S S CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS 0711ERWISL LOCATED ON IBIS DESIGN, POSITION CONNECTORS PER r-- I--• I..__. -.I IIIIAWINIS I10, ISO AND ILA A I. AN MIMICS ON 1111S DRAWING AIII IFS ONIY III 1111 IIISIGH LIT III IN11-- I I I111 111111 Mill 411AII 11111 III LIII 1111 III'l Nl IN ANY llllllll WAY, TC LL TC DL BC DL p I Ztll)3 '; B C L L Walter P. Fm' n,7P).E. TOT.LD. No. 22839 _ D U R. F A C. 2 E 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 0 " Scale=.375"/Ft. REF R081--76785 DATE 05/21/97 D R W HCUSR081 97141147 HC-ENG FLA/WPF SEQN 3884 FROM PFH 19650-5H4 1749A OR B - DI) r7 I THIS DWG PREPARED FROM COMPUTER INPUT (LOA•DS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. ' WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. U-UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 4X4= P I 5 2X4 (Al) = 2X4 (Al) 12-7-0 2X4111 5-2-0 i 5-2-0 10-4-0 Over 2 Supports R=442 W=4" U=300 R=438 W=3" U=300 0 PLT TYP. Alpine TPI-95 R Criteria: TPI 18.lb8 FL 1 E Scale 375" Ft. O O Z TR__CONNECTORS N ALo I I O*BRACING. IJ I- _ I Design REfELL TO 1110-91 (IANDLREME CARE ING INSTALLIGA AND BflCNING)' UBNG. SHIPPING, ISHED0'TPIIN(IRULLING AND SS PLATE INSTITUTE, 111 D'OGF10 OR., SUITE 200. HADISON, NI 53719), FOR SAfE7Y PRACTICES PRIOR TO P INFORHING THESE FII NCIIONS. UIII ESS OIHERNISE INUICAIEO, TOP CHORD SHALL II..YE PROPERLY AT'TACIIEO SINUCTURAL PANELS, BOIIOM CHORD SHALL HAVE A PROPERLY ATIACIIED RIGID CEILING. IMP(I IY TART`• FURNISH A COPY 01 THIS DESIGN 10 THE INSIAI.I.ATIUN CONTRACTOR. ALPINE ENGINEERED PRODUCT S. INC. SHALL NOT HE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO UU ILD TIIE TRIISSCS IN CONFORMANCE NI TII TPI; OR FAUN ING, IIA NUL ING, SHIPPING, INSTALLATION UN BRACING OF TRUSSES. THIS DESIGN CO fOILMS NI'I II APPLICABLE PROVISIONS OF NUS (N AIIONAL DESIGN SPECIFICATION PUBLISIIED ByTHEAMERICAN FORANO PAPER ASSOCIAIION) AND FPI. ALPINE ARE MADE OF 10GA ASTM A653 GR37 GAL,. STEEL, EIICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCAIEII ON THIS DESIGN, POSITION CONNECTORS PER TIN ANIMGS I111. ISO ANII 160 A T. AN IHGINIIIL'S SIAI (IN IHIS IIIIANING APPI If' ONIY 10 IIII. HISIC.N ul IHI IHO•.: IIPII IID lulu ANII ':HAI I kill III IIII IIH UPON IN ANY 11111IN NAY, to;' ' Walter P. Finn, P.E. No. 22839 TC LL TIC D L ppUC DL 8 C L L TOT . L D. 20.0 7 0 10 0 0. 0 37 0 PSF P S F PSF P S F P S F REF R081 -76783 DATE 0 5 / 2 1 / 9 7 DRW HcusRoel 97141155 H C - E R G F L A / W P F S E Q N - 3881 D U R . F A C 1 .25 F ROM P F H 1l1)A (' N(1 ( 'I ) 11 k A A k A PLOT" PLAN DESCRI'TION:'- LOT 4, BAKERS CROSSING PHASE 1 AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 4 CONTAINS 8250 SQUARE FEET t THIS STRUCTURE CONTAINS 2190 SQUARE FEET t TOTAL CONCRETE 569 SO. FT. t TOTAL SOD 5491 SO. FT. t 1" = 30' GRAPHIC SCALE FRIESAN WAY 0 15 30 F TRACT A 50' RIGHT OF WAY S89'35'18"E 175.81' — - — - - PT 91.93' 83.88' WI PC I 10 ' aloNIuj0INIZI S89'35'18"E 75.00' 10' UTILITY I EASEMENT O I O I iN ----,-- O o 11 ' I bRIVE"c` i r- I 20.0' COVERED III ENTRANCE I1 LOT 3 P- A/C V' I PROPOSED Q 1 '^ LOT 5 w 1749 w Q I FINISHED FLOOR a ELEVATION=44.6 593'0 I Q 43 I N 0I i 39.7' CV 10.0' N OOPORCHaoSi0 z 1 17.7'-,., 29.7'17.7' I N LOT 4 ' I 43. 25 i DRAINAGE TYPE B I i 20' I ENVIRONMENTAL CONTROL EASEMENT I PREPARED FOR: D.R. HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' 1. ELEVATIONS ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 4 AS BEING S00'24'42"W PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM31986 DRAWN BY: N89'35'181'W NOT PLATTED PER 75.00' TWfA 'REVIEWED CITY OF SANFOR LEGEND BUILDING SETBACK LINE CENTERLINE CNA CORNER NOT ACCESSABLE RIGHT OF WAY LINE 6 DENOTES DELTA ANGLE 99.9' PROPOSED ELEVATION L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PROPOSED DRAINAGE FLOW CL DENOTES CHORD LENGTH PC DENOTES POINT OF CURVATURE CONCRETE R RADIUS PI DENOTES POINT OF INTERSECTION LB LAND SURVEYING BUSINESS PRC PC DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF CURVATURE LS LAND SURVEYOR PT DENOTES POINT OF TANGENCY FIRM PERMANENT REFERENCE MONUMENT TYP TYPICAL PCP PERMANENT CONTROL POINT A/C AIR CONDITIONER P) PER PLAT CBW CONCRETE BLOCK WALL M) MEASURED RP RADIUS POINT FND FOUND CHU OVERHEAD UTILITY LINE SO. FT. SQUARE FOOTAGE 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. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBa6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA UvRa PLAN 12/5/03 SDO 32801- (407) 426-7979 WILLIAM R. N I2'o3 FOR THE FIRM JR. PSM# 28 DATE U:WJM3I V1SM31lltl0.gWq. 12/5/Z003 11:50:04 AM 1 Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xls PAGE DESCRIPTION DRAWING # / REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 1000 . 2 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 1000 3 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION IFLEX0029 1000 INDEX MASTER FILE NUMBER 2 FLEX0020 10004JINSTALLATIONDETAILW/TAPCONS HORZ. SLIDING FLANGE WINDOW INDEX' " MASTER FILE NUMBER 3 6 JINSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS IFLEX0016 11000,1500 & 2000 6 INSTALLATION DETAIL W/#8 SCREWS IFLEIX0026 1000,1500 & 2000 INDEX MASTER FILE NUMBER 4 T 1INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW FLEX0018 . 1000 & 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000, 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 1000 1760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW 9:LEX0036 1000,1760 & 2000 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX0037 1000,1750 & 2000 INDEX . MASTER FILE NUMBER 6 12 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS IFLEX0021 5001000 & 2000 13 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS FLEX0027 1600,1000 & 2000 INDEX.:*. MASTER FILE NUMBERS . . 14 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 1000 / 1600 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 150 i 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 100011500Q 18 FIN HORIZONTAL MULLION SECTIONS /DESIGN PRESSURE.CAPACITIES . iHMFIN 1000 / 1500, 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1.sm 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IIVMFIN 1000 / 1600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11VMFLG 1000 11600 22 - FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 11VMHMFLO 110001 1500 INDEX ' MASTER FILE NUMBER? 23, FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 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 IFLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLG 2000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 1000 31 FLANGE VERTICAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES 12VMFLG, 2000 Page 1 Of 1 - mllemasters.xls 0Q l4est ALITY WINDOWS BY FLORIDA EXTRUDERS TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1 /2" X 84 1 /2" .SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE. HUNG NCTL-210-2344-1 72" X 72" SER. 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-21072089-1 180" X 96 3/4" . SER. 1000 SLIDING GLASS . DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFfEST f Y CONCRETE OR MASONRY OPENING Br OTHERS CNE By WOOD BUCK By OTHERS CAULK BETWEEN WINDOW FLANCr 6 WOOD BUCK STUCCO By OTHERS PERIMETER CAULK EY OTHERS GLASS (TYP.) SEE NOTES) WINDOWHEIGHT C14E BY WOOD - BUCK BY OTHERS CAULK BETWEEN WOOD BUCK L MAS'Y. OPENING BUCK WIDTH BY OTHERS SHIM AS REO'D. INSTALLATION ANCHOR FLANGE TYPE 11/4- MAX. - 3/16' DIA. TAPCON WINDOW FRAME (SE- NOTES) SHOWN (SEE NOTE 9) JAMB INSTALLATION ANCHON3/I6' DIA. TAPCON SHOWN (SEE NOTE 9) 1-1/4• MIN. GLASS (TYP.) EMBEDMENT (SEE NOTES) e BUCKHEIGHT CONCRETE OR MASO;4RY GPENIA BY OTHER$ j 64o, 11' IC W 0. CAULK BETWEEN WINDOW FLANGE L WOOD BUCK PER InETER CAULK BY OTHERS WINDOW WIDTH 1 STUCCO BY OTHERS CAULK BETWEEN K LSECTIONB-B MASY. OODPENINGING BY OTHERS WINDOW WTH, WINDOW HGT. I K. I ELEVATION VEWED FROM EXTERIOR a d I BY OTHERS SILL STOOL • A2's CAULK BETWEEN A V1O JIN OW FLANGE PRECAST SILL 6 PRECAST SiLL BY OTHERS `j r" jQjj 74 W/ WLKEM Il ADHESIVE CAULK OR APROVED EOL. SECTION A -A , v F 2 12002 PkEPARED Br: PR000CT L APPLICATION. EIZIVECRING TAPCON LOCATION CHART CALL TIP TO LOCATIONS IN HCA LOCATIONS IN JAMB so =.- 7 !, sF O P97 SIZE TIP 50PSF TO 022 74 X 26 C.0 C.0 LJ I,J D23 7- X 38 3/3 C,D 3 E.O.E LJ.K.L J.K.I.Y: 024 74 X SO 8/8 C.0 0.E I.J.K.L 32 t 6 1/4 x o L I.J.K.L 033 I Ice I, X 38 3/8 I B.C.C:: I ' .O.E LJ.K.L .I I.J.K.L a101/4 x t c B.C.C.: I 4=.C.D.Er I,J,K,L G...I.J.K.L T22 III % 6 L.0 L I,J LJ T23 t 11 x 38 3/6 I B.0 C.: A9.C,D,E.F' I,J,K,L I I,J.K,L T a lit X 50 8/6 e.c.r, 4.3.C,D.:F I.J.K.L I.J K,L M2 120% L.ti.G c I,J.K,L I,J,K,L M3 t20 x 38 S/8 B.C.0 ? "I. A.- .O,E.F LJ.K.L I LJ.K.L M4 120 % SO 3/6 A.B.C.C.:.Y a,B,C.D,E.F G.M,I,JK : I,J K,L 6020 72 X 24 0 I,J I,J 6030 72 X 36 C.0 1 3.C.D.E LJ LJ,K.L 6040 7 X 4 C.D B.C.D.E LJ,K,L I,J,K,L 0 0 84 X 24 1 I.J 7030 B4 X 36 B,C E'.E I c.C,D,E I,J.K,L I I,J K,L 7040 4 % 44 B.C,C., 3 =.DI I.J.K,L I,J,K,L 0 0 96 % 24 o .L i.j I.J..L 8030 96 X 36 B.C.C.E C,O.E I.J,K,L I.J.K.L 04 a C B.C. .: i 4. .C.OE.F I.J.K; G.H.I,J,K 9020 IDS X 24 0 o.L. .c LJ I.J.K,L 9030 IDS X 36 B.C.C.: I B.C,O ° I,J,K,L I,J.K,L 90,10 in 44 B.C.G., A.B.C,D,E,F I,J,K,L I i K 10020 12O X 24 0 I.J. I,J,K,L 10030 I 120 X 36 I 8 C.C.c n,S.C.O.E.F I,J.KL I,J,K,L 70040 120 X 48 B,C C., A,B,C,D,:..7 I,J,K.L I,J.K.L H J B NOT-S: , i) SHIM AS REO'D. AT EAC- INSTA'_.JTION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIA.: ALUMINUM ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH, TO ACHIEVE MIN, EMBEDMENT OF 1-1/4-INTO MASONRY OR CCNCRETE. 4) USE SILICONIZED ACRr_IC CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH WLKEM 116 ADHESrvE CAULK OR A=PROVE? EQUAL. S) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AJROUNO EXTERIOR OF WINDOW FLANGE. 6) IF. EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE.. FOR THE APPROPRIATE DESIGN PRESSURE REO A. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMEN"S OF ASTM E13oO GLASS CHARTS. 8) LETTER CESIG.NATIONS ON THE TAPCON LOCATION C ART mOICAT, WHERE TAPCON ANCHORS ARE TO 8, INSTAL'D WHEN US,NG THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED I-.OLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED W!'e #8 STREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/ 8 IN. EMBEDMENT INTO WOO.' BUCK. 10) APPLICATION OF VULKEVV I I E AOHESN: CAULK AT =RAME SILL MUST COMPLY WITH $ EALAN MANUFACTUPE?S RECOMMENDATIONS. 11) WHERE WINDOW IS INSTALLED I.% MASCNRY OPENING WITH A STF.UCTUAL TWO BYBUCK. USE e'0 SC?E'WS OF SUFFICIENT .ENGTH TO ACHIEVE 1-3/;_ MIN. EMBEDMENT AT A., INSTALLATION FASTENER LOCATIONS. LL ALIUCC ' aB7 B05-0368 FAx W7.; BCB-03d6 SHEATHING CAULK BETVEEN BY OTHERS WINDOW FIN L SHEAT MING INSTALLATION ANCHOR a8 SCREW STUCCO OR SIDINGOTHERHYS _, PERIMETER. CAULK By OTHERS GLa_ING (TYP.) SEE NOTE 7) V M[N. TWO BY WOOD n BEDHENT BY OTHERSI_ 1/4• MAX. SHIM SPACE III SHIM AS REO'D. SEE NOTES) FIN TYPE WINDOW FRAME HEADER WINDOW HEIGHT WINDOW HEIGHT vINDOv WIDTH 1-1QC. I MAX. IF---- II (T YP.) 1 VINDOV VIDTH TWO BY WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) 1/4' MAX. SHIM SPACE CAULK BETv cN V INDOV FIN 6 SHEATHING r GLAZING (TYP.)_/ SEE NOTE 7) PERIMCTER EQUALLY CADLK SHEATHING SPACE by GTHERS BY OTHERS ANCHORS FIN TYPE WINDOW STUCCO OR TYP.) FRAME JAMB SIDING BYJ INSTALLATION OTHERS ANCHOR uH SCREW B SECTION B-B 24. O.C. 6MAX. r FIN TYPE MAX. (TYP.) r` I ( TYP-) WINDOW FRAME SILL 6' MAX. (TYP.) ELEVATION VIEWED FROM XTERIOR MARBLE SILL STOOL BY ,*ww- OTHERS3t3A, A NOT. S• PERIMETER `) ' 1) SHIM AS REOV ADJACENT TO EACH INSTALLATION ANCHCP. MAX. ALLOW12LE SHIM STACK TO CAULK BE 1/4 . BY OTHERS •"»'+1'+ tR.t. 2) WINDOW FRAME MATERIAL- ALUMINUM ALLOY 6063. 4ORID. 4 E UI%c_RS _ 3) INSTALLATION ANCHOR MUST BE OF SUFFIC:-ENT LTH. TO ACHIEVE MIN. EMBEDMENT OF I' I - INTO WOOD FRAME MEMBER. 4) USE SI(.ICOMZED ACRYLIC CAULK BEHIND WINDOW FIN A7 HEAD. SILL 6: JAMBS. L 1/4 $HrIM Q --- - ----. 5) USE SILICONIZED ACRYLIC CAULK FOR PER.METER SEAL AROUND EXTERIOR OF WINDOW FRAME. INSTALLATION SPACE MAX. 6) GLASS THICKNESS MAY VARY PER THE REC'JIREMENS Or ASTM E1300 GLASS CMAJRTS.. ANCHOR A SCREW 7) INSTALL INSTALLATION FASTENERS AT 6' MAX. FROM CORNERS AND MAX. 2 O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, W'H ANCHCR S?ZING AS STATED. IS 70.0 PSF FOR STUCCO OR => ALL AVAILABLE SIZES UP TO 73' X 71' MAX. SIDING BY II OTHERSSHIM AS REO'D. SEE NOTES) CAULK BETVEEN / , WINDOW FIN J , MIN. REV DESCRIPTION DATE INI t. SHEATHING SHEATHING EMBEDMENT TWO BY WOOD FLORIDA EXTRUDERS INTERNATIONAL. BY OTHERS BY OTHERS SANFORD, FLO SECTION A —A TITLE:INSTALLAT',ON DETAIL W/r8 SCREWS 1' M]N. EMBCDMr- NT I 212002 PREPARED BY1 PRODUCT 4 APPLICATION ENGINEERING. INC.: Z50 INTLRNATIDNAL PKVY., SUITE Z50. NE17.-R3V. FLC2'DA 32746 PHONE 4.7 803-0363 FAX 407 907-73 TWO BY WOOD 1/4' MAX. 1• MIN. / WINDOW WIDTH SHEATHING IEM>E7MENT" BY OTHERS / SHIN SPACE CAULK gETVEEN BY OTHERS / TWO BY WOOD WINDOW FIN L BY OTHERS SHEATHING INSTALLATION I SHIM AS REO'D. ANCHOR XB SCREW (SEE NOTES) STUCCO OR I/4' MAX. SIDING / ; SHIM SPACE _ piHERSRS n I PERIMETER 1 CAULK. BY OTHERS G(SEENNOTEY 7) VINDOW HEIGHT PERIMETER CAULK — BY OTHERS SHIM AS REO'T FIN TYPE (SEE NOTES) WINDOW FRAME HEADER FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY OTHERS CAULK BETVEEN'L WINDOW FIN L SHEATHING 11 _MIN. EMBEDMENT i GLAZING (TYP:) 1. SHEATHINGSEENOTE7) BY OTHERS WINDOW WIDTH pERIMETER 2a' D.C. FIN TYPE WINDOW CAULKCIFRAMEJAMBBYOTHERS INSTALLATION 11 (MAX.)TYPA STUCCO DR ANCHOR P3 SCREW I SIDING BY OTHERS SECTION B-B WINDOW EOUALLY SPACE HEIGHT 1 = ANCHORS ( TYP.) B 1g A T - I) SHIM AS REO•D. ADJACENT TO EACH INSTALLATION ANCHOR. J MAX. ALLOWABLE SHIM STACK TO BE 1/4". IEO.C. - (TYP') 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063_ MAX. (TYP.) 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO - 6' MAX.( TYP.) ACyIEVE MIN. EMBEDMENT OF I- INTO WOOD FRAME MEMBER. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL k JAt48S. ELEVATION =) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND VIEWED fROM EXT RIDR EXTERIOR Of WINDOW FRAME. 1/4' MAX. 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENIS OF ASTM SHIM SPACE ` ' E1300 GLASS CHARTS. A :I 7) INSTALL INSTALLATION FATENERS AT 6" MAX. FROM CORNERS Aj' t.' AND MAX. 24' O.C. DESIGN PRESSURE. CAPACITY OF 2 f INSTALLATIONS WITH ANCHOR SPACING AS STATED, IS 70.0 PSF 1yf, r ^ ' F"'^ . a': S ' FOR ALL AVAiLA2' E SIZES UP TO 119" X 49 5/8" ". INSTALLATION I I) ANCHOR LIBSCREW () 4 I SHIM q: STUCCO OR ( SEE Nl SIDING BY OTHERS CAULK BETWEEN I WINDOW FIN I'MIR L SHEATHING SHEATHING EMBEDMENT TWO BY WOOD BY OTHERS BY OTHERS SECTION A - A rGoRw TRu RS - EO'D. I REV DESCRIPTION DATE INj FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD. FLORIDA TITLE: INSTALLATION DETA'-L W/ K8 SCPEWS HORZ, SLIDING FIN VINDOV XOX CONFIGURATION- SERIES 1000 DFAWN BY: BB APPROVED BY: DATE:12/ 17/01 1 SCALE: N. T. S. DWG.: FlEx0029 PREPARE D BY: PRODUCT L APPLICATION ENGINEERING. INC.. 250 INTERNATIONAL PKVY„ SL)TE 250, HEATHROW, 1: RIDA 32746 PHONE .07 805-0065 Fox 407 BOS-0766 CONCRETE OR CAULK BETWEEN WOOD ONE BY WOOD CONCRETE OR MASONRY OPENING BUCK L MAS'Y. OPENING INSTALLATION ANCHOR BUCK BY OTHERS MA$OTHE OPENING BY OTHERS BY OTHERS 3/16' DIA. TAPCON By OTHERS B.V. INIi+' MIN ONE By WOOD ( BUCK VIDTH) I j [ IlCSHC.T BUCK BY OTHERS I I 1/a• SM\ P p 1-1/4• MIN. FLANGE TYPE SPACE MAA X. CAULK BETWEEN Q I EMBEDMENT WINDOW FRAME M AS REO'Di . WINDOW FLANGEG JAMS SHI(SEE NOTES) f6. WOOD Au K INSTALLATION ANCHOR. I/4• sHl.l 3/16• DIA. TAPCON 1 v SPACE MAX. -j I RIGID VINYL GLAZING BEAD GLASS (TYP.) SEE NOTES 0 STUCCO ® BY OTHERS PERIMETER 1• SHIM AS S) CAULK ( SEE NOTES) SCAULK BETWEEN BY OTHERS B. H. WINDOW FLANGE V. H. ( BUCK WINDOW FLANGE TYPE HEIGHT) S WOOD BUCK O HEIGHT) WINDOW FRAME HEADER PERIMETER i. GLASS (TYPJ CAULK STUCCO SEE NOTES BY OTHERS BY OTHERS W ( VINDOVWIDTH) CAULK BETWEEN SECTION B-B MAS•Y. OPENING RIGID VINYL NO'- S. BY OTHERS NG BEAD 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. A_LOWABLE GLAZING SHIM STACK TO BE 1/4-, 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. - 3) INSTALLATION ANCHOR MUST 6E OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. PERIMETERFLANGETYPE4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD Sc CAULKWINDOWFRAMEBY OTHERS SLL JAMBS. $Ill MUST BE ATTACHED TO THE SUBSTRATEwrtH WLKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. C 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOP. THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CAULK BETWEEN d Q e GLASS CHARTS.. o GTION WINDOW FLANGE )LETTER DESIGNATIONS ON THE TA CON LOCHART GTE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE 6 PRECAST SILL d EXTERIOR ELEVATION AS A KEY. V/VULKEM 116 PRECAST SILL ADHESIVE CAULK BY OTHERS SECTION — 9) ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON ANCHOR OR APROVED EDL. - SHOULD BE FILLED WITH ea SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/ 8 IN. EMBEDMENT INTO WOOD BUCK. W W. W. A- A B C D H. Tt R LJ 10) APPLICATION OF WLKEM 116 ADHESIVE CAULK AT FAAM_ SILL MUST COMPLY WITH SEALANT MANUFACTURER,'$ P.ECOMMENDAT:ONS. 11) ONE ADDITIONAL FIELD DRILLED & INSTALLED ANCHOR IS REO'0. IN EACH JAMB ON THE FOLLOWING SIZES: -D25" (73 X 62). -D26- 73 X 71),- 56M60M• (65 x 71). &-50M60M- (71 .x71). PUCE ANCHOR EETWEEN ANCHORS G AND I AND BETWEEN ANCHORS •H AND J• OVER 55 PSI ONLY. 12) WHERE WINDOW IS INSTALM IN MASONRY OPENING WITH A STRUCTUAL F TWO BY WOOD BUCK. USE I 1 0 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/ 8- MIN. EMBEDMENT AT AFL INSTALLATION FASTENER H ' LOCATIONS. ON SIZES NOTED IN NOTE e11 ADD A 370 SCREW ANCHOR. TO EACH JAMB FOR NOTED Or -SIGN PRESSURES. J ALOWACTURER fVA= 3 A ELEVATION KAGM # VIEWED FROM EXTERIOR oo16ARr1 ;, PRODV_'T L APPUC4TIOM E CALL TIP TO LVI,A! ION IN HLAU IN JAMB PSf OAS, 6, sr 3 Ay JOPSc 0,IF SIZE I TIP TO TO I TO TO TO TO So<r i 7C. i P i - 7 eT IH2 26 1/ 2 X 26 C - C C C.H c.H C,H 1H3 26 1/ 2 x 38 3/6 C C C G.H. G.H G,H r 1H4 26 1/ 2 x 50 5/6 C C C G.H C,H GH,I,J 1 H15 26 t/2 X 56 1/4 C C C G.H G.H C. 1H5 26, 1/ 2 X 63 C C C G.M G.HJ.J GH I,J IH6 26 1/ 2 X 72 C C C G.H G.H.I.J C,H.I.J 2 X 6 L c I H H 23 37 X 38 311 C C C G.H G•H G.H 24 37 X 50 5/8 C c C cm G.HJ.J GhLJ 45 37 X 56 1/4 C C C C.H G.H,I.J 25 37 x 63 C C C G,H G.n,1.J O.H.w 26 37 X 72 C C C C.HJ,J G.HJ,J E.F,GH.0 J 1/8 % R 33 53, 1/ 8 x 38 3/8 C B.0 e.0 G..H G,H G,H,I.J 34 53 1/ 3 x 50 5/8 C S.0 r G.H G.MJ,J GH I,J 345 53 1/ S x 56 1/4 C B.0 0 G.H.LJ G.M,I,J E.i.;.4'1' 35 3 1/ e x 63 C B.0 e.0 G.H..J G.H,I,J E.F.G.H.0 36 53 1/ 5 X 7 C e.0 S.0 G.H.,. J E.F,GHJ,J E.F.G.H,1.J 022 74 X Zb Le. I '• C23 74 X 38 3/6 B.0 B.0 A.B.C.O G,H G.MJ,J GH,I,J 024 74 X 50 5/3 B.0 B.0 A °.C.O G.H:LJ G.HJ.1 E.F,G.H.I,J 0245 74 x 56 1/4 B,C B.0 AlC.0 I G.H,:,, E,F.G.H,LJ F.G I.J D25 74 x 63 B.0 6,C A,B;C.D G.H,LJ E.F,GH,I,J E.F.G,•I,%J- e5 74 X 72 e.c e,C I A.- -.0 GH,I,J EF,C.M I.J E,F,G.HJ,1- 20920N 24 % 24 20M30M 24 x 36 C G C G,H C,H G.y 20M40M 24 X 48. C C C C.H G.H G..4 20M46M 24 X 54 C C C G,H G.H G.nJ,J 20M50M 24 x 60 C C C G.H Gm O.H,LJ M- M A X 72 C C C G.H G.H.I.J C.H I.J 30M20M 36 X 24 H H G.y 3OU30M 36 x 36 C C C G.H G.H G,H 3OM40M 36 X ae C C C G.H G.HJ.J G.H "i 3OM46M 36 x 54 C C C G.H G.H.w G.M,I,J 3OM50M 36 X 60 C C C G.H G.MJ.J- G,H,LJ 30M60M 36 X 72 C C C G,H I.J C HJ,J E,F,G,H,I,J 4 M M H 4OM30M 48 x 36 C C B.0 e.0 G.H G,H C,HJ.JG.H. 40M40M 40U46M 48 X48 48 X 54 C C C C B.0G.H G.H G.HJ.J cH,LJ G, MJ,J 4016150M 48 X 60 C C B.0 O,M,I,J G.H,I.J EF,G.H,I,J 40U60M 43 X 72 C C 3.0 G.H (.J E.F GH I.J I E.F.G.H.I.J 4 M OM i 4 O.t. M H G.H 46M30M 54 x 36 C e.0 B.0 G,H G.H G.H,i,J 45M40M 54 X 48 C B.0 B.0 B.0 G. H G. HJ.J G.H,I, J G,H.1, J 46M46M 46M5OM 54 X54 54 X 60 C C e. 0 B. C. B. 0 G,H,I, J G,H,I, J G.HJ.J E.F,G. H.I,J E.F•G. H,I•J 46M60M 54 X 72 C S.0 0 CHfJ . FFrHIj FPr.H1j SOM20u X Z. B.0 G,H G,H G,H SCM30M 60 X 36 C B.0 C GH,I,J 5OU40M 60 X 48 C B.0 e,C G.H c.Hl.J G.HJ.J 5OM46M 6C x 54 C B.0 E.0 GH,I,J G,H,I,J E.F.GH.I.J 50M50M 60 x 60 C B.0 E.0 GHJ,J G.MJ.J E.F,G.H,I,J 5OM60M 60 x 72 C B.0 B.0 G.H.I,J. E.F,G.H.1.J E.F,C.H i.J 56M30M 66 x 36 a B.0 A,B.C.J G,H G.H G.H,I.J 56M40M 66 X A6 B - e,C A.B,C.D G.H G,H,I,J G.H,1,J 56M46M 66 X SA e.0 B.0 A.S.C.: G.H,LJ GHJ.J E.F.GH.I.J 56M50M 66, x 60 EE.0 B, A,B.C.D G,H!,J E.F.C,H.I.J E F,G.H.I.J 5EM60M 66 x 72 e C 6.1- A.B.C.: G.H.I.J E.F.GHJ.J E,F.G.HJ.J- 60N_OM e. 6OM30M 72 x 36 e C e A.e.C. G•H 60M40M 72 % 49 E.0 B = A.?,C.D G.H I GH!.J G.M!.J 6OU46M 72 x 54 B B:' A.:.C.: G.M,I,J G.H.I.J E.F.G.HJ,J 6OM53M 72 X 6C e C B.0 A.E.C,: G.H.I,J E.F,G n.I,J E.F.,.H 6 MG'1M 71 X 72 B!' 6 r A,B,C.D G.H.LJ I - $.F,GH!.J F , H I J. x(ADDiTIONAL AN ORS RE"'D. SEE NOTE 11 FLORIDA EXTRUDERS INTERNATIONAL, N, ORI A TITLE: INSTALLATTGN DETAIL W/ TAPCONS HORZ. SLIDING FLANG= WINDOW -SERIES 1000 DRAWN BY -,BB I APPROVED BY: k; DATE:10/ 23/01I CALE:NITS DWG.: FLEX00?0 INC.. 250 INTCk"' ICNAL PKVY...:7:TE 250, HEAT —:OW, F C::)A 32746 PHONE +:7 6a5.0355 Fa4 V7 805-03i6 A V CAULK BETWEEN ONE BY WOOD CONCRETE OR WOOD BUCK L BUCK BY OTHERS MASONRY OPENING MAS'Y. OPENING BY OTHERS 9Y OTHERS CAULK BETWEEN WINDOW FLANGE f1 L WOOD BUCKIN. p C A EMBEDMENT STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD TYP.) INSTALLATION ANCHOR 3/16' DIA, TAPCON SHIM AS REO'D 1/4' MAX. SEE NOTES) FLANGE TYPE VINDOW FRAME HEADER GLASSTYP.) (SEE NOTES) B.v. 1-t/r nlN BUCK WIDTH) EMBEDMENT INSTALLATION ANCHOR ONE BY WOOD 3/I6' DIA. TAiCON DIBUCKBYOTHERS — SHIM AS REO'D. 1 t/a' MAX. 1 RIGIDVINYL (SEE NOTES) C' GILAZNG BEAD CT TP.)_ ) As(TYP.)( SEENOT -,=SS f-"j Ill /Ni O FLANGE TYPE WINDOW FRAME _ JAMB CAULK BETVEEN v VINDOV FLANGE fC.LK L WOODBUCKV.V. WINDOW WIDTH) i B.H. BUCK HEIGHT) CAULKBETWEEN WINDOW FLANGE L PRECAST SILL V/ V- KEM 116 ADHESIVE p CAULK, OR APRV'D. EOL. SECTION B—U FLANGE TYPE PERIMETERWINDOW FRAME CAULK TiLI BY OTHERS a W. W. PRECAST SILL •.< c BY OTHERS ` A ~ B C NOTES. SECTION A -A I) SHIM AS REO•D. AT EACH INSTALLATION ANCHOR. MAX.:LLOW'ABLE DISHIM STACK TO -BE 1/a'.2) wINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063.3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TEVE / MIN. EMBEDMENT OF I-1/4' INTO MASONRY OR CONCRETE. a) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD J B k JAMBS. SILL MUST BE ATTACHED TO THE SU3STRA7E WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W,H. F EXTERIOR OFWINDOWFLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR HART. USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE." FOR THE / APPROPRIATE DESIGN PRESSURE REO'D. / 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CwtPITS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H -- WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY, 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD 6E• FILLED WITH 18 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. A 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION SERIES SINGLE HUNGS. 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A sSUFFICIENT LENGTH TO ACHEVEWOOD K1-3/8- MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. CAULK BETWEEN WOOD BUCK L MAS' Y. OPENINC BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JA..M3 SIZE SIZE 30Psr TO 40PSF Al Psr TO 70PSF 30-sr TO 60PSF A : Psr TO 7OAY 12 18 1/3 x 25 B 8 F.G F,G 13 IL t/e x, J7 3/8 B 8 F.G F.G la 18 t/5 X 49 5/5 8 6 F.G F,G 145 18 1/8 x 55 1/A B 8 F.G F.G 15 t6 1/3 X 62 8 B. F,G F,0 16 l6 I/8 x 71 8 B F,G F,6,r.J 17 I.1 8 x 33 F.G F.G.J-K IH2 25 1/2 X 25 8 B G IH3 25 1/2 x 37 3/8 8 B F.G F.G - IMa 23 1/2 X a9 5/e 8 B F.G F,GH J 1 Ha5 2s I/ 2 x 55 t/a 8 B F.G F,G,MJ IH5 25 1/2 X 62 B 8 F.G F.G,H;. IH6 25 t/2 X 71 9 8 F.G F.G.MJ IH7 25 12 X 83. 8 8 F,c.J.K F,GJ.!( 30 1/2 x 26 29 1/2 x 25 8 F• F,G F.G30 1/7 x383/8 30 1/2 . SO 5/8 29 1/2 X 37 3/8 29 1/2 X 49 S/6 8 8 B F.0F,CJ(J. 30 1/2 . 56 1/4 29 1/2 X 55 1/a 8 8 F,G F,C,M.J 30 1/2 . 63 29 1/2 X 52 8 B F.G F,G.H.I - 30 1/2 . 72 29 1/2 x 71. 8 8 F.G.M,1 F,G.M-I 30 1/2 . 61 29 1/2 1 83 8 8 F,G.J.K F,G.J.K 22 23 36 X 2536 x 37.3/ 8 B B F.G F.G 24 36 X 49 $/ 6 B 8 F.G F.G Hi 245 36 X 55 1/4 8 B F,G F,G.hJ 25 36 X 62 B B F•G.M.1 F,G.F.J 26 36 X 71 8 6 F.G.H.1 D.E.F.G Y.1 7 36 X 83 B B F.G.J.K F,G.H.I,J.K a x26 a/ x 25 B B F.G F,G.HJ 42 . 38 3/8 aI x 37 ]/8 B 8 F.G F,G.HJ a2 . 50 5/8arxa95/6 1/4 8 BF,GH,1 F,O:HJ A2 . 56 t/a A2 . 63 al X 55 Al x 62 8BF,CJL1 D,E.F.GJ^J 42 x 72 41 X 71 B 6 F,G.HJ D.E.F,GJ-J 42 43- at X 83 FG.J.K F.G.N,I•J.K a8 . 26 47 X 25 8 B A.0 A,C F.GF,G.HJ a6 x 38 3/ 8 7 X ]7 7/6 S/8 8 A.G F.G F.G.H.I a8.. Sa 5/3 a7 X !9 7 X SS 1/ a B A.0 i•G,M.1 F,G.r.,l 48 56 1/a 48 x 63 47 X 62 8 A.0 F.G.HJ 48 . 72 47 x 71, 8 A.0 F.G.HJ a a 47 X 83 F D E F .,. K 32 52 1/8 X 25 8 A.0 F.G F.G 33 52 1/& X 37 3/8 8 A.0 F.G F.G!!! 3a 52 1/8 X 49 5/8 6 A.0 F.G.H,1 F.G.HJ 345 s2 t/6 z ss t/a 8 AC F.G.H•I D.E.F,G.H.1 35 52 1/8 x 62 8 A.0 F,C.H,I D.E.F.GJiJ 36 52 '/8 x 71 8 A,C F•G.H•1 D.E.F,G.H.J 37 52 1/8 x 83 8 A C F•G,J.K D.E F,G.J.K,J.K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES, INC J FLORIDA EXTRUDERS ISANFORD, FLORIDA TITLE: INSTALLATION DETAIL I SGL. HUNG FLANGE WINDOWS - SERIES 1000 1 00 e 2000 DRAWN BY: BB APPROVED BY: DATE:10/09/01 SCALE: NTS DWG.: FLEX0016 PREPARED 8": PRODUCTS APPLICATKRI EnG"EERv.G. INC.. 250 MTERNATION4 PKY,. SUITE 250. MEATMROW FLORIDA 327-6 PHONE '07 805-0365 FAX 407 3; 5-0366 J CAULK BETWEEN SHEATHING WINDOW FIN 6 BY OTHERS SHEATHING INSTALLATION ANCHOR ' a9 WOOD SCREW STUCCO BY OTHERS 11 WINDOW HEIGHT PERIMETER CAULK BY OTHERS GLAZING (TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS I' MIN, EMBEDMENT TWO BY VDDD BY OTHERS SHIM AS REO'D. SEE NOTES) i / 4 SHIM SPACE J FIN TYPE WINDOW FRAME HEADER GLAZING CTYP.) SEE NOTES) FIN TYPE WINDOW FRAME SI LE SILL STOOL BY OTHERS INSTALLAWDrJ ANCHOR TWO BY WOOD 08 WOOD SCREW BY OTHERS STUCCO BY OTHERS CAULK,BETWEEN WINDOW F1N SHEATHING 6 SHEATHINGS BY OTHERS I'MIN. EMBEDMENT SECTION A —A 4., WINDOW WIDTH I/4' MAX. SHIM SPACE . SHIM AS REO•D. TWO BY WOOD SEE NOTES)7\ STUD BY OTHERS, A .D.A•• CEN I?J,L A p % I' MIN. ANyF EMBrDMENT GLAZING (TYP.) SEE NOTES)' jP+a7 S Ly4 1 WINDOW j V! DTII I i A I B B 24' D. C. MAX. tTYP-) EQUALLY SPACE WINDOW ANCHORS ( TYP.) HEIGHT A JL CT YP. 6' MAX. ( TYP.) ELEVATION VIEWED FROM EXTERIOR SHEATHING BY OTHERS CAULK BETWEEN FIN TYPE WINDOW FIN WINDOW FRAME SHEATHING JAMB PERIMETER INSTALLATION ANCHOR CAULK a8 WOOD SCREW BY OTHERS STUCCO BY OTHERS SECTION B— B NOTES. . 1) SHIM AS REO'D, AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6061 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT.OF T' INTO WOOD BUCK. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINOCW FIN AT HEAD, SILL h JAMBS. . ;- 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF W'NDOw FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCr.OR. CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER.THE P,EOUIREMENTS OF ASTM El 300 GLASS CHARTS. - 6) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. UAIL:1C/ 1.)/Ul i."A": N. I. S. ILJWU..r LLAUUCO Jml a ul c I I,— e. nx — 1 V~ 4n7 905-0765 FAX 467 905-0366 J 7 . CONCRETE OR B.v. I-v•• — CONCRETE OR MASONRY OPENING INSTALLATION ANCHO'T (BUCK WIDTH) EH9EOHEMi MA$QNRY OPENING By OTHERS 3116' DI.. TAPCON BY OTHER, SHIM AS REO'D. -p ONE BY WOOD OTHERS CAULK BETWEEN 114• MAX, 9uCX BY WOOD BUCK b (SEE No MAS'Y. OPENING INSTALLATION ANCHOR CAULK BETWEEN BY OTHERS WINDOW FLANGE ` (] GLa$$ (TTP.) 3i16' Dla.. A .. b VOCD BUCK 1-1/4' MIN. <SEE NOTE$) p O EMBEDMENT I 1 B.®.NS RIDGED VINYL I A GLAZING 3Ea0 ONE BY WOOD y7a BUCK BY OTHERS 0z s STUCCO By OTHERS I c TYPE o, SHIM AS REO'D. . Q#' WINDOW FRAME I/4' MAX. !` I"' + CAULK BETWEENFLANGESEENOTES) - WINDOW FLANGE PERIMETER b WOOD BUCK CAULK PER CCTERAULK BY OTHERS CAULK CAULK BETWEEN BY OTHERS WOOD BUCK b FLANGE TYPE MAS'Y. OPEN WINDOW FRAME V.V. ING WINDOW WIDTH) BY OTHERS GLASS ( TYP-) --\ SEE NOTES) ^ STUCCO BY OTHERS RIDGED VINYL I /-i GLAZING BEAD SECTION B-B B. H. -- N 1 S IM AS REO•D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4 : BUCK 1 - 2) WINDOW. FRAME MATERIAL: ALUMINUM ALLOY 6063. HEIGHT) 3) 3/16- DIA. TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN- HEIGHT) p B EMBEDMENT OF 1-1/4-INTO MASONRY OR CONCRETE. JAM85- SILL MUST BE WINDOW 4) USE SILICONIZED ACRYLIC CAULK BEHIND -NDOW FLANGE AT HEAD h EIGHT) RIDGED VINYL ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. GLAZING BEAD W.H. S) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE 15 NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT URGER SIZE FOR THE APPROPRIATE DESIGN PRESSURE REO'O- - 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CUSS CHARTS.. 24' O.C. MAX. (TYP3 8) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C.. IS SCREwS:OF SUFFICIENT I LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK SHOULD BE INSTALLED. FLANGE TYPE 1 9) FLORIDA EXTRUDERS IOOC SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE N b' MAX (TYP.) FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. 11) SEE BACK OF THIS BHT, FOR ADHESIVE ANCHOR REQUIREMENTS. PERIMETt I1) APPLICATION OF WLKEM 116 ADHESNE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT CAMANUFACTURER'S RECOMMENDATIONS. BY OTHEA 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO By WOOD BUCK. USE N)0SCREwS,OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- MIN. EMBEDMENT. ELEVATION MU WINDOW CALIFS CAN 9E MUFOR E OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS: VIEWED FROM EXTERIOR INTERNATIONAL: INNFLORIDA EXTRUDERS SANFORD. FLORIDATITLE: INSTALLAT1[IN D=TAILV ONE BY BUCK FIXED..FIANGE uIND: i11 - SERIES 1000 & 2000. b PRECAST SILL - - W/VULKEM 116 PRECAST SILL - P,2 ADHESIVE CAULKBY OTHERS } DRAWS BY: APPROVED BY: OP APRV•D: EOL, -- - nnq -SECTION A-A2 11L [DATE- SCAL°• NTS DWG • FLEx0016 SHEET 1 0. a FAX _ -J66 407: BOS PREPAREDBY:'PR000CT TECHNOLOGY CORP.. ISO WTERMATIONAL PKWY• SUITE 250• .EATmRCw. FLORIOA 32746 PHONE 407 605-0365 J SHEATHING By OTHERS ^'T CAULK BETWEEN WINDOW FIN L SHEATHING INSTALLATION ANCHOR 118 SCREW EXTERIOR FINISH BY OTHERS PERIMCTER / CAULK BY OTHERS WINDOWHEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR —` n8 WOOD SCREW EXTERIOR FINISH BY OTHERS GLAZING SEE NOTE 61 CAULK BETVEEN WINDOW FIN L SHEATHING I•MIN. EMBEDMENT SHEATHING BY OTHERS SECTION A -A I• MIN. BEDMENT r WOOD FRAMING WINDOW WIDTH I SHIM SPACE BY OTHERS ANTRAL FLORA B-O-A F. SHIN A5 ES) TURFIR NAL1 ; I ySEENOTES) . n!'` S uz""'_' 1`sa+""" . . ko ! C. U 1i4• MAX, FSHIMSPACcMASrrE jj 1+7 11/L GLAZING \ SEE NOTE 6) \ HEIGHT FIN TYPE WINDOW FRAME SHIM AS REO'D, I/4• MAX. SE E NOTES) WOOD FRAMING BUCK BY OTHERS Wit HE EXTERIOR FIN TYPE WINDOW FRAME A -J ELEVATION VIEWED FROM EXTERIOR 8 • WOOD FRAMING BY OTHERS SHEATHING / 3Y OTHERS INSTALLATION ANCHOR P2 SCREW CAULK BETWEEN WINDOW FIN 6 SHEATHING7.SjEQTl0N B-B EXTERIOR FINISH PERIMETER - CAULK BY OTHERS BY OTHERS NOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2). WINCOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF 1- 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) CLASSTHICKNESSMAY VARY PER REOUIREMENTS OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASSALSO QUALIFIED. 7) FLORIDA EXTRUDERS 2000 SERI_S FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 15M AND 1000 SERIES PICTURE WINDOW. B 8) SPACE INSTALLATION ANCHORS AT C MAX. CORNERS FROM ANDMAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, WITH ANCHOR SPACING AS STATED, IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73" X 71" OR 63- X 95" OR 119' X 37-3/2' MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USINC ALUMINUM TU°_E MULLION. SEE MULLION . INSTAUATION SHEETS FOR RECIREMENTS. III"- IIV,, I HLLH I iUIN 1JC I "I L-- W r .*v u .+..• FIXED FIN WINDOW SERIES 2000 Gi 11WO ,•`` DRAWN BY: BB APPROVED BY: E .2 iDATE: 1 / 13/ 02 ISCALLN. T. S. DWG.: FLEX0030 RFPAREO BY: PROOUCT TECMNOL04'( CORP.. 250 WTERiuTIOMAL PKWY. SATE 250. LAKE MARY. FLORIDA 32746 PHONE 407 605-0365 FAX 407 605-0366 CAULK BETWEEN VINDOW FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY CT-IERS XTE R: J'R CIHISN Br OTHERS 1 PERIMETER CAULK IT OTHERS WINDOW FRANC HEAD WINDOW HEIGHT EXTERIOR VINDDV FRAME SILL PERIMETER CA,:LK BY OTHERS EXTEROR FINISH — BY OTHERS CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/16' D:A. TAPCGN 1-1/4MIN. Ifj EMBEDMENT 1 1/4, MAX. SHIM SPACE SHIM AS REO'D SEC NOTES) GLAZING ( TYP. SEE NOTES) WINDOW FLANGE CAULK BETVEENZBOY 4 LWOODBUCKOR CAULK BETWEEN WOOD BUCK t MASONRY CPLNING SECTION A —A BY OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPCGN SHIM AS REO'D.. SEE NOTES) NOTE. 1) SHIM AS REO D AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- Du. TARCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4INTO MASONRY OR CONCRETE. PLACE TAPCGN ANCHORS 6 FROM CORNERS k 240. C. MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATE. FOR TAPCON ANCHORS SHOULD BE FILLED WITH /6 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/2 IN. EMBEDMENT INTO WOOD oVCK. A) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE 110 SCREWS OF SUFFICIENT LENGTH TO' ACHIEVE 1-3/8 M.IN. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. 5) USE SIUCOh1- ED ACRYLIC CAULK SE*,:IND WINDOW FLANGE A7 HEAD. SILL JAMBS. 6) USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLAN'-E. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS. CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. 8) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFIECIENT S7RENGTH TO AOEOUATELY TRANSFER LOAD FROM WINDOW TO THE S`.RUCTURE. 9) FLORIDA. EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRuDERS 1750 SERIES h 2000 SERIES. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE Two CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. k 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 REOUIREm-NTS. WINDOW SHIM AS REO' D SEE MOTES) WINDOW FRAME JAMB GLAZING (TYP. SEE NOTES) PERIMETER CAULK BY OTHERS E} TERICR FINISH J BY OTHERS WINDOW WIDTH I- 1/4' MIN. EMBEDMENT ONE BY WOOD ll OTHERS INSTALLATION ANCHOR 3116' Di A. TAPCGN CAULK BETWEEN VCOD BUCK t M..S'T OPENING Br OTHERS CAULK BETVEEN WINNDCW FLANGE t C BUCK CONCREE TE OR MASONRY OPENING BY OTHERS SECTIC• N B— B WINDOW WIDTH A WIND( HEIGI B B A A L 1/4- MAX. EXTERIOR ELEVATION EXTERIOR EL=VATION SHIM SPACE - 1- 1/.- MIN. ,,,,. ¶ t - FLORIDA EXTRUDERS INTERNATIONAL, Inc 4 EMBEOMENT Q; i a"" SANFORD, FLORIDA ONE By WOOD y ^ S TITLE. -FLANGE INSTALLATION DETAIL CONCi-cTE HEADER V/I BY Pt:CK BUCK By OTHERS YOU J DESIGNER FIXED WINDOW 1000. 1750, & 2OCO SERIES DRAWN BY: Be APPROVED BY: DATE:02/12/ 02 SCALE:NTS DWG.: FLEx0035 K.+KAtr. K}( 1 ICCHyp(. (J1+. ZH 1+!(FnfpG( Rvt. L^^•[ L%. K+1Mv. I+OnM XYM H6 < [c]-t)If rr 1 GA 0 J INSTALLA-:CN ANC-GR ONC BY BUCK co SCREW By CTHERS CAULK BET VEEN ING BUILD DOWN BY OTHERS FLANGE t SHEATHIrvG NOT, TO SILL) 1) $H'M AS FEO'D. AT EACH INSTAIUiKlN ANCHOR WITH LOAD BEARING SHIN. MAX. ALIOWABLE SHIM STACK TO BE 1/4', PLYVOOD (T YP.)—. 2) WINDOW FRAME WATiR.tL: ALUMINUM ALLOY 6063. 3r OTHERS \ I r } i.l CON INS ALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTH, TO ACHIEF IIII EM9ADMANTWIN MEN. EMBEDMENT OF 1-1/4INTO MASONRY OR CONCRETE. 110 INSTALLATICN SCREWS AT HEAD k JAMES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' I MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOURED. ExiER: CR FIN..— INSTALLATION ANCHORS h SCREWS TO BE PLACED 6 IN. FROM CORNERS @ 24 IN, BY OTHERS _ JpI O.C. MAX. USE SILICON12ED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD, SILL h JANeS. S) USE SIVCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF l WINDOW FLANGE. 7/ 4MAX. 6) CLASS THICKNESS MAY VARY PER TrE REOUIREMENTS OF ASTM E1300 CLASS 1 SHIM $ PAi.E CHARTS, SINGLE GLAZING IS SHOWN, INSULATING GLASSISALSO OUAUFIED. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY I OTHERS. SUNO DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOuATELr I TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. B) FLGRIOA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN, THIS PRINT ALSC PEF:METEP CAU, o APPLIES TO FLORIDA EXTRUDERS 1750 SERIES 6( 2000 SERIES. BY OTHERS 5) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO UNIT USE OF SHIM AC P. EO'D THIS PRODUCT TO THESE TWO CONFIGURATIONS, THIS'$MEET APPLIES TO ALL SEE NOTES) CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE. 1000. 1750. & 2000 SERIES DESIGNER FIXED W:NOOw FRAMING SYSTEMS. 10) WINDOW LINT CAN ALSO BE MULLED TO OTHER UNITS US1NG ALUMINUM TUBE WINDOW rRA)¢ MULLION. SEE MULLION INSTALLATION SHE, FOR REOUIREMENTS. HEAD WINDOW HEIGHT EXTERIOR V:NDDW FRAME - S:L- PERIMETER CAQLK BY OTHERS E X'ER! CR — B' ETHERS WINDOW MOTH BUCK WIDTH TWO BY rRAMING By OTHERS 9 MIN. EMBEDMENT 1/<' MAX. SHIM SPACE CAULK BETVEEN 7v0 BY BUCK r t CONCRETE BY OTHERS AS I O INSTALLATN ANCHOR( SEED S.RE': a VINDO.v FRAME CAULK BETVEZu JAMB WINDOW FLANGE t WOOD BUCK GLAZING (TYP, SEE NOTES) d a I ` CONCRETE OR T PERIMETER CAULK BY CTM BY DiHI(RSBYOTHERS WINDOW WIDTH 1 EXTEP,:E2 riNiSM SECTION B—B BY OTHERS BUCK WINDOW MOTH HEIGHT A A GLAZING ( TYP. SEE NOTES) - - Wl" WINDOW / NOOW SHIN ASREO' D / I 1 HEIGHT SEE NGTED 1i7f j I CAULK TvEEN Q VINDO1. FLANGE 0 t AY WOODSUCONEKCAULKIET':EEN WOOD 3'.--K t MASCPO' OPENING 3Y OTHERS ONCRETE OR FCTION -- A. MASCPIR F F7 BY OTHERS A SHIM s=>_ E EXT,—RIOR EIEV.=-10N d L1-1/<' - l' C jj4 S RAL FL©FJDA B. O..A—F. EMBEDMENT ONE BrvC00 JrLkNUFA%iMR N1hS: L BUCK' BY OTHERS F I . - - .J IW. C INSTAL! ATION ANCn` uUR j J'/"" 3/16' DIA. TAPCON L. A. EXTERIC- E_EVATION a.. . ouc, .cu.ox• . < a trm.F+: ..• l.e. LIT 1x. <.1.mv, hD.:G n'•• •OK .C..r.-.x: I•. ro ..^.-oL• I' DIN J 1r4•HWz. A? INSTALLATION fnSEDIEni SHIM SPACE ANCHOR SCREW (TYP) CAULK BEHIND FIN ii SHE-7KERBYC'HERS TWO By BUILD SHIM AS REOES' SEC NOTES) TWO BY FRAMING BY OTHERS DOWN 3r OTHERS CAULK BEHIND SIN FIN FRAMC JAMB I AS INSTALLATION ANCHOR SCREW (T rP.) I I I SHIM AS REO'D. SEE NOTES) O cS 1) SHIM AS MAX.ALL ADJACENT TO EACH TO BE1/ON ANCHOR WITH LOAD BEARING SHIM. X. AL!OWArRI SHIM STACK BE 1/<'. GLAZING (7TP. AL2) wlNoOw FRAME MATERUL: ALUMINUM ALLOY 6063. 3) USE SIUCONIZED ACRYLIC CAULK. BEHIND WINDOW F.N AT HEAD. SILL & JAMBS. SEE NOTES) H L 1• MB( v•rAa Snln SPACE USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. f EKB[QCX1 v S GU55 -THICKNESS OFvA.IS PER THE RELATING EOUA GLASSLA1ALSOCHARTS. SINGLE GLAZING IS SHOWN, INSULATING G'..ASS IS ALSO OUALIflED. GLASS SHEATHING 6) SCREW ANCHORS AT MEAD. SILL & JAMBS SHOULD BE IS SCREWS OF SUFFICIENT BY OTHERS E LTM. TO PROVICE MIN. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME, PUCE /3 EXTERIOR FINISH SCREW ANCHORS .6• FROM CORNERS AND 24' O.C. MAX- EXTERIOR BY OTHERS v 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY EXTE21OR FINISH OTHERS. BUILD DOWN MUST BE OF SUMCENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. Br OTHERS 7 R,M,.TcR CAULK 8) FLORIDA EXTRUDERS 1000 SERIES OESIGNER WINDOW SHOWN. THIS PRINT ALSO BY OTHERS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &. 2000 SERIES. vlNocv N- v10•' R CAULKBByY. OTHERS 9) ELEVATIONS SHOW COMMON CONFIGURATIONS, IT IS NOT INTENDED TO LIMIT USE OF THISPRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL FIN. FRAME HEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750, & 2000, SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B-B 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION. INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING ( TYP. SEE NOTES) VUPJOJ HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS Ae INSTALLATION ANCHOR SCREW,(TYPJ SHEATHING BY OTHERS . FIN FRAME SILL SHIM AS REO'D.- SEE NOTE / 1' HIM_ E'. 9EDMENt SECTION A -A L v.• MAX. Ain SPACE EXTERIOR ELEVATION TWO By FRAMING BY OTHERS CAULK BEHIND FIN',• 2002 EXTERIOR ELEVATION 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: NT$ DWG.: FLEX0037 1A 3 A.. warm K[ m' CPA M MRArTAYI Ya. LAR =)A. I'M. RIN ADO{ Y) -- ! M, —"- CONCRETE OR SHIM AS RE'0'D _ MASONRY OPENING SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE L WOOD BUCK CAULK BETWEEN PERIMETER WOOD BUCK L MAS-Y. OPENINGCAULKBYBYOTHERSOIr.ERS STUCCO BY- OTr(ER 0 INSTALLATION ANCHOR 88 SCREW (TYP. WHERE TAPCONS ARE NOT REO-DJ SLIDING GLASS DOORFRAME SILL INSTALLATION ANCHOR 3/16- DIA, TAPCON INSTALLATION ANCHOR RB SCREW (TYP. WHERE ONE BY WOOD TAP_ONS ARE NOT REO'D.) BUCK BY OTHERS 1 1/4' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME 1 1/4' MAX. JAMB D I SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT c TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS S.G.D. WIDTH 1/4• MAX. SHIM SPACE I 1 1/4' MIN. f EMBEDMENT o T ONE BY WOOD I BUCK BY OTHERS CAULK BETWEEN WOOD BUCK L MAS'Y. OPENING BY OTHERS SHIM AS REO'D. I,(SEE NOTES) 4 INSTALLATION ANCHOR 3/16' DIA, TAPCON CAULK BETWEEN DOOR FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONRY OPENINCI _, BY OTHERS / INSTALLATION ANCHOR CAULK BETW__N 3/16' DIA. TAPCON WOOD BUCK L " MAS'Y. ,OPENING BY OTHERS 1 d CAULK BFTWE=N SL,D:NG GLASS DOER HOOK STRIP 1-1/4' MIN. EMst DmENT A I HOOK STRIP L WOOD BUCK G T ONE BY WOOD BUCK :BY OTHERS STUCCO 7 BYOTHERS Tt,m . O.U.4y.(TYa)RED GLASS SECTION . B y"3+T u+r IC11 1RER AM: SLIDING GLASS DOOR T .da k r.7cJer INTERLOCK MASTER FILE #, HOOK STRIP DETAIL II DOOR MATERIAL- ALUMINUM ALLOY 6063. - 2) TAKEN TYPE INSTALLATION ANCHORS MIST BE OF SUFFICICNT LENGTH TO ACHIEVE MIN. CwBEDNENT OF 1-1/4' INTO MASONRY OR CONCRETE- .. 3) ALTERNATE TAPCON INSTALLATION ANCHORS.FRONT TO BACK IN ALL FRAME MEMBERS. 4) TAPCOi ANCNGR.CMART ON BACK OF THIS SHEET. 3) USC S1LIC'OWZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L JAMBS. 6) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF: DOOR. .. .... 7) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH rCX LARGER SIZE. FOR -THE APPROPRIATE DCSIGN PRESSURE RED'D. -" B) FOR POCKET DOOR SIZES USE CLOSEST B/PASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING: PLACE,TAPCQNS. IN FRONT OF NOOK STRIP AS SHOWN.- S) 'GLASS THICKNESS MAY VARY PER RCOVIREMENTS (IF ASTM..E1300 GLASS CMARTS. 10) ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON ANCNGR SMOLLD BE FILLED WITH US SCRCWS- " OF SUFFICIENT LENGTH TO PROVIDE MIN 5/0' EMBEDMENT INTO WOOD BUCK. 11) DOOR UNIT IS APPROVED USING TEMPCRSD GLASS IN SINGLE GLAZED OR INSULATING GLASS.' 12) JAMB / SILL. CORNERS ARE TO BC SEALED WITH A SWILL JOINT SEAM SEALER. 13) SHIN AS RED. AT EA, SET OF IRSTALLA710M ANCHORS. MAX. ALLWABLE SHIN STACK TG BE 114'. - 74) ALL INSTALLATION ANCHORS MUST BE MATE OF CORRO'ION RESISTANT MATERIALS. ., IS) WHERE 'X' REPRESENTS MOVING PANEL AwD -0- REPRESENTS FIXED PANEL APPROVED A COT ALL AT NFI ARE AS LISTED ON ANCHOR CHART N 4 THISOF THIS SHEET. I6> NOT ALL LIONS ARE AS LISTED ABOVE ARE SHOWN ON THIS DRAWING. )HOWEVER IN$TALtAT1O4 - EXTERIOR ELEVA7:ON SECTIONS -A-A'. 'B-B'. L NOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED. CONFIGURATIONS. . I I EMBEDMENT 2: PANEL DOOR SHOWN 17) STAINLL ONE TAPCON IN EACH PAIR OF FACTOR"* APPLIED INSTALLATION HOLES UNLESS NOTED I 4 E G A -1/4' MIN. OTHER A 1 VISE ON ANCNOR CHART, SEE BACK OF THIS SHEET. 4 G _ 18) FLORIDA EXTRUDERS 1000 SERIES SLIDINE GLASS DOOR IS, SHOWN iM1S PR:Nt ALSO APPLIES TO 2=.SERIES AND 500 "SERIES. ... ... ... A V LIBERALLY APPLY - ••_ CAULKING UNDER SILL _ .. OR SET SILL IN BCD L- INSTALLATION ANCHL OF CONCRETE 3/16' DIA.. TAPCON SECTION A -A EGA nN -) I L)AIL:1U/ LJi VI I.: KpfPADIn V PRODUCT ( APPLIUTION ENGENCERIKA INC.. M INIERNATIDNAL P 1% SVITE :SC. nEATIROV. FLOR:.'JI. 32746..407-005-034S FAX 407-SZ5-0364 SHIM AS RE'0'D INSTALLATION ANCHOR SEE NOTES) x8 SCREW SHEATHING BY OTHERS CAULK BETWEEN DOOR FLANGE By H V000 L SHEATHING By OTHERS 1/4' IMAX. SHIM SPACE r DOOR WIDTH I--0—J/4' MAX. SHIM SPACE TWO By WOOD 1- 1/8 MIN. BY OTHERS EMBEDMENT SLIDING GLASS DOOR FJJAAMB I LR'w Jr. J 1_1/8' MIN. — EMBEDMENT TEMPERED GLASS STUCCO ( TYP.) OR SID]NG BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS ( TYP-) DOOR HEIGHT SECTION B-B Lo 0D u - _ ..._ SLIDING. GLASS. DOOR FRAME ? B SILL SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP SEE NOTES) INSTALLATION ANCHOR. BH SCREW CAULK BETWEEN DOOR FLANGE L SHEATHING INSTALLATION ANCHOR B8 SCREW TVO Br WOOD BY OTHERS CAULK BETWEEN HOOK ST2IP t SHEATHING SHEATHING BY OTHERS SHEATHING - BY OTHERS TEMPERED GLASS —' STUCCO < TYP.) STUCCO OR SIDING'. OR SIDING - _ .. . BY .OTHERS . _.. BY OTHERS SLIDING GLASS DOOR INTERLOCK .. - '.. .. ... HOOK STIRIOj DETAIL U DOf9t MATERIAL: ALUMINLY ALLOT 6061 " _ ., .. _;. _.. ... _. 2) x9 WSTALLATION SCREWS MUST BE Of SUffICIENT LENGTH TO ACHIEVE HIM EMBEDMENT .. OF I-1/9'. INTO .WOOD. SAPCON_TYPE INSTALLATION ANCHORS AT. SILL mWST BE Of SuFfICIENT LENGTH TD ACHI[VC HIM EMBCDNEN' OF 1-1/-' INTO NASONRY OR'CONCRETL ' - -""- 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET.- .. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR fLANGC AT HEAD t JAMBS. sl USE SILICONIZED ACRYLIC CAULK fOR PERIMETCR SEAL AWJUND ExTERIOR OF DOOR."' - 61 If EXACT DOOR SIZE IS HOT LISTED IN ANCHOR CHART, USE ANCHOR OUMTITY LISTED WITH NCXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE. RE(rD. __ _ _._ . _...._ _ T). FOR POCKET DOER SIZES USE. CLOSEST BYPASS 30CR. SIZE L CONFIGURATIONToFDIISHED OPENING PLACE INSTALLATION ANCHORS. IN FRONT Of M..7K STRIP AS SHOWN. - 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTN E13DO GLASS CHARTS 91 .DOOR UNIT IS APPROVED USING TEMPERED.GLAS: IN SINGLE GLAZED OR INSULATING, GLASS. la, JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT: SEAM SEALER 11) SHIM AS REO'D. AT EA SET Of INSTALLATION ANCHOS. MAX. ALLOVABLE "I. STACK.TO 8C V4'. 12)' ALL INSTALLATION ANCMCRT MIST BE MADE OF C3RROSION RESISTAN MATERIALS 13) WHERE • A• REPRESENTS r-0VirK, PANELAND 'D' aCPRESCNTi FIXED PANEL APPR WED CWIGURATIONS AREASLISTEDOHANCHORCHARTONBACKOFTHISSME7EXTERIORELEVATION 141 HOT ALL EDNFIGURAT,ONT LISTED ABOVE ARC 17vN DN THIS DRAWING: HOVYVCR INSTALLATION SECTIONS 'A - A'. 'B-B' t HOOK STRIP DETAIL APALT TO ON INSTALLATI IOF ALL APPROVED I 1 EMBEDMENT COWIGURATIONS. V I G n 1-I/4' MIN. PANEL DOOR SHOWN IS> X 2 NSLIDING GLA:S ODOR li SnOWta THIS PRINT ALSO APPL.CS i0 2000 SCRIES. AND 500 SERIES. FLORID- CIRUDERS 1000 SERICS .... .. _.. __- .,..., I. A LIBERALLY APPLY CAULK1, 14 UNDER S[ LL OR SET SILL IN BED INSTALLATION ANCHM OFF CONCRETE ._ 3/16' DIA. TAPCON. ... SECTION° F 12002 DESCRIPTION DATE INI L. O P I D A INT EXTRINC RS SANFoD F.L TITLE: SLIDING. GLASS.; DOOR INSYALLAT?DN'WITH #8 SCREWS --- DRAWN BY: BB APPROVED BY: y ATE: 12/17/01 ! SCALE: NTS JDWG #FLEX0027 SHT I OF IL Aor.AYO l.. PRDDIICT L APVLICATIO. ENGrNCCf NG. INC_ 2s3 INTCRNATIONAL PKVY_ S:1:TE 2TR. HCATrPoV. fLO1:DA. 327A4. "?.on-ous IAi AOT-BRS-076i 1000 P.V./DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BETWEEN VINDOv FLANGES - MULLION SEALANT BETWEEN- VINDOV FLANGES L MULLION u # 8 X 3/4 SELF 1000 Sx TAPPING SMS HEAD SEALANT BETWEEN VINDOV FLANGES SECTION A —A (1) t MULLIIIN r1000 P.V./DESIGNER SILL (TYPJ r #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X I/8 TUBE MULLION SEALANT BETWEEN VINDOV FLANGES L MULLION 8 X 3/4 SELF 1000 S.H TAPPING SMS HEAD (TYPJ' SEALANT BETWEEN SECTION A —A (3) VINDOW FLANGES L MULLION 1000 P.VJDESIGNER '.SEALANT BETS' r SILL (TYPJ VMS 'w( t MIA..L[ON r #8 X 3/4 SELF TAPPING SMS 1X4X1/8 I-1I1!'1 TUBE MULLION 18 X 3/4 SELF 1000 SRTAPPING SMS HEAD (TYPJ SECTION A —A f5) 1000 P.vJDESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS IX2X3/8 TUBE MULLION 8 X 3/4 SELF 1000 S.M. --- TAPPING SMS HEAD (TYPJ ... SECTION A —A (2) 1000.P.VJDESIGNER SILL (TYPJ.. 8 X 3/4 SELF TAPPING SMS 1 X27/16X TUBE MULLION SEALANT BETWEEN VINDOV FLANGE - LMULLION APPLES TO HEAD k SILL WHERE 1" X 4" AUXILIARY PLATE DETAIL C & 2' X 4" TUBE MULLIONS ARE USED 0- OR ADDITIONAL ANCHORS. VKN REQUIRED) SHEATHING E _ 0 INSTALLATION ANCHOR #8 WOOD SCREW ( TYPJ EXTERNAL MULLION INSTALLATION CLIP . TWO BY WOOD BUCK BY OTHERS 1000 P.V./DESIGNER SILL ( TYPJ - - MULLION - APPUES TO HEAD & SILL WHERE I' X 2' 8 X 3/4 SELF & 1• X 2 7/16".TUBE MULLIONS ARE USED TAPPING SMS AI 2X4X3/ 8 1 TUBE MULLION SICATIAM Lu 8. X 3/4 SELF l000 S.H. TAPPING SMS HEAD ( TYPJ #8 X 3/4 SELF TAPPING SMS x SECTION A —A (4) 1000 sx HEAD ( TYPJ 1000 P.V./DESIGNER SECTION A —A (%) SILL (TYPJ iii # 8 X 3/4 SELF fi p p ®, • TAPPING SMS 1 X 4 X 3/8 q i 4)' L is TUBE MULLIQML' ll.... i`+ 1 uA vo 0 \—# 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TYPJ SECTION A —A (6) INSTALLATION ANCHOR 8 VmD. SCREV TYPJ NORM CLIP Li 1/8, MIN. 1 EMBEDMENTIIi8• MIN. EMBEDMENT- . FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA TrrLE: SER;:1000/1500 FIN SHEET 1'.OF 2 TRIPLE HORIZONTALMULLION SECTIONS SEE OTHER SIDE (SHEET .2 'OF 2) FOR DESIGN PRESSURE CAPACITIES... DRAWN BY: M SH APPROVED BY DATE:2/ 6/02 JSCAMNTS DWG.: 1 HMF I NTR SEALANT BETWEEN WINDOW FLANGES L MULLION 1000 P.V./DESIGNER SILL (TYP,) 8 X 3/4 SELF II' TAPPING SMS I X 2 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A —A (1) L MULLION 1000 P.W./DESIGNER SILL CTYPJ. 8 X 3/4 SELF TAPPING SMS j-1 X 2 7/16 X 1/8 TUBE MULLION 1000 P.V./ESIGNER TYPICAL MULLION TO CONCR` ri O JAMB JAMB SILL (TYP.) (k 2- XS4'OTUBE MUWONS1'ARE USED) Q 8 X 3/4 SELF TAPPING SMS CONCRETE OR MASONRY . BY OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPCON SCREW ANCHOR (TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION- : .. 1000 P.V./DESIGNER 1000 . . r SILL (TYP.) SILL (TYP.) a 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 3/8 TAPPING SMS TUBE MULLION inn - 2.X' 4 X 3/8 I..1 1/4' MIN. y III 11 I I / TUBE MULLION EMBEDMENT IX2X3/8 TUBE MULLION ONE BY VOOD Q'ENTFLU F'L®RMA B.®.A.F. BUCK BY OTHERS Q MAMHAQ"nJ 8 NAM 7•aR/Ibs. .FrRUDEJF'S 8 X3/4.SELF ?;UgaR FIM # 1000 S.H. TAPPING SMS YT HEAD (TYP.) SECTION A —A (2) P W /DESIGNER SEALANT BETWEEN ........ WINDOW FLANGES SEALANT BETWEEN L MULLION WINDOW FLANGE L MULLION 8 X 3/4 SELF \-#8 X 3/4 SELF 1000 S.N. TAPPING SMS 3000 . Sx TAPPING SMS HEAD (TYP.) HEAD CTYPJ' SEALANT BETWEEN SECTION A —A (3) SECTION . A —A (4) WINDOW FLANGES L MULLION - .. .. 1000 P.W./DESIGNER SEALANT BETWEEN 1000 P.V./DESIGNER SILL (TYP.)WINDOW FLANGES SILL (TYP.) 8 X 3/4 SELF L MULL1ON #8 X 3/4 SELF TAPPING SMS TAPPING SMS " 1X4 XLB. IX4X3/8 TUBE MULLION / .TUBE MULLION DETAIL Br-- A Lam. A B X 3/4 SELF TAPPING SMS _.. 1000 SR. HEAD (TYP.) EI EVATION SECTION A —A (7) VIEWED FROM. EXTERIOR Aj I _ r r 8 X 3/4 SELF. #8 X 3/4 SELF v TAPPING.SMS TAPPING SMS. 100a S.M.Ioao s.H .. 1 8 ZCC HEAD (TYP.) HEAD CTYPJ SECTION A—A:'(5) . _. ::. .. _ ::.-SECTION 'A —A (6). FLORIDA EXTRUDERS Rn°oxmA Tr=: SER. 1000/1500 FLANGE SHEET 1:. OF. 2 TRIPLE HORIZONTAL MULLION SECTIONS:' SEE OTHER SIDE <SHEET 2 OF 2)"FOR DESIGN,..PRESSURE CAPACITIES DRAWN BY: MSH . APPROVED BYr DATE:2/6/02 sCALEiNTS , Dxc 1HMFLGTR 1000 P.W./DESIGNER SILL .(TYP.) 8 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES' L MULLION APPLIES TO HEAD do SILL WHERE 1" X 4" 1000 P,W./DESIGNER &.2" X 4" TUBE MULLIONS ARE USED SILL (TYP-) AUXILIARY PLATE TOR ADDITIONAL ANCHORS: VNEM REQUIRED) DETAIL C. 8 X 3/4 SELF Q TAPPING SMS SHEATHING 1X2X3/8 Q. Q TUBE MULLION — — — s INSTALLATION ANCHOR #8WOOD huLLION SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD s x 3/a SE BUCK BY OTHERS SEALANT BETWEEN' u 8 X 3/4 SELF Ij'a'iAJi, ....... WINDOW FLANGES TAPP[NG TAPPING SMSSMS1000S.H — L MULLION 1000 S.H. p.,/..-y p`!+ N _ HEAD (TYPJ HEAD (TYP.) MULLION SEALANT BETWEEN SECTION A —A (2) WINDOW FLANGES SECTION 'A —A (1)'oRl 9 U ERS DETAII L MULLION ,.. 1 :. 3000 P.W./DESIGNER (- 1000 P.V./DESIGNER K S R '!!I r SILL (TYP.) SILL (TYP.) 1f 10_ _ # r r— A 8 X 3/4 SELF #8 X 3/4 SELF 1000 P.V./DESIGNER TAPPING SMS TAPPING SMS SILL (TYP-) I.X27/16 X 1/8 1X27/16X38 TUBE MULLION TUBE MULLION #8 X 3/4 SELF TAPPING SMS TUBE MULLIONi 1 1/8' MINSEALANTBETWEENFFF WINDOW FLANGES EMBEDMEN - MULLION Ft FVATION SEALANT BETWEEN - - - VIEWED FROM EXTERIOR WINDOW FLANGE L MULLION ... ... .. _ DETAIL B APPLIES TO HEAD & SILL 2 7/ WHERE 1 X 2 8 X 3/4 SELF #8 X 3/4 SELF APPING SMS 1000 S.H. a:nu 16'.TUSE M ULLKK+S ARE USED 1000 S H TTAPPING SMS HEAD.( TYP.) HEAD (TYP.) SEALANT BETWEEN SECTION .A —A (3) SECTION A —A (4) to VOOD.SCR ANCHOR 8WOOD .SCREW WINDOW FLANGES - - RTPi LMUlLION - HORIL CLIP 1000 P.W./DESIGNER SEALANT BETWEEN 1000 PwDESIGNER r FLI\ SILL ( TYP.) WINDOW FLANGES; SILL (TYP.) X 3/4 SELF . 1 L.MULLION TAPPING SMS 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS loop S.H. SECTION A —A' (7) I- Val Mix 1 X 4 x 1/8 1 X 4 X 3/8 HEAD (TYP.) EEDMENT TUBE MULLION TUBE MULLION MB FLORIDA EXTRUDERS INTERNATIONAL,: INC SANFORD; FLORIDA 77 G SER : 1000/ 1.500 FIN _ SHEET. 1 OF 2 t'' ' TW IN HORIZONTAL MULLION SECTIONS* SEE OTHER SIDE ('SHEET 2 OF 2) FOR 8 x 3/4 SELF __ :.X ; DE, I GN:. PRESSURE CAPACITIES 8 x 3/4 SELF #8 SMS TAPPING. SMS 1000 S.H.,. HEAD ( TYP.) HEAD (TYP.) a ZQDZ RAw,t BY: MSH APPROVED BY: SECTION A —A (5) SECTION A —A (6) r DATE:2/6/02 scALE:NTS DWG.: 1HMFINTW SEA._4N7 BET'':E=Pi - VT..NDOW FLANGES L MULL hN I::u P.l.'./'ESIGNE? SILL ITYFI I -t8 X 3/4 SE! F TAPPM, SMS X2X 1/? CLANG_<__ L MALIGN u \--#8 X 3/4 SELF n n 5 W TAPPING S4S A: FLANGES S=CTION A —A (I l r-IOOD e SIGNER r .SILL (TYP.) 3/4 SELF NG SMS 3 X 2 7/16 X 1/6L4r-—Tuv-1 //- TUBE MULLION SEALANT 9ETWEEN WIN..uW FLANGES' L MULLION 8 X 3/4 SELF Woo S.H. TAPPING SMS HEAD (TYP.) SEALANT 9ETVEEN S_CTION A -A. (31 VINDOV FLANGES L MULLION r-I000 P.`J./DESIGNERSEALANT BE"JEEh S LL (TYP.) WINM4 FLANGES - L MULLION I 69X3/4 SE F TAPPING SMS { X 4 X 1/8 8 X 3/4 S_LF u \- k8 x 3/i SELF TAPPING SMS TAPPINGSMS... L-;0;i4 S.N. tacos.N. H. A: (TYP.i nEAD (TYP.) 8 X 3/4.SELF TAPPING SMS. HEADJ( TYP.) SECTION A —A 17 TYPICAL MULLION TO CONCRETE 0. JAMS r: 0G0 P,V./DESIuNER {.(AFPLIc'S TO JAM? WHERE I' X 4' I SILL C YP,) i k 2" X s' TUEE MULLIONS A.Z: USED) a 1 s_ X 3/4 SELF APPIN,' SMS ! CONCRETE OR MASONRY n r—rnn BY OTHERS r— o LO .. J ' BUC< e1 OTHERS I i F9 X ,4 S= - o eio9 v ER i TAPPVt Sms ! I INSTALLATION ANCHOR. 3/l6' DIA. TAPCN SCREW A?404 Q (TYP: EXTERNAL MULLION INSS JTALLA.IOy CLIP. AULLION Tr. 0 P'.' d / DESIGNER r SILL CtYPJ I SILL (TYP.) 8 X 3// SELF v TAPPING SMS X 7/ib X 3/a^ 8 X 3/ s SELF TAPPING SMS A i i TUBE MULLION' MULIG, c X 4X va 1 I/4_ LIMN EN7 SEALANT BETWEEN VIND%V FLANGE — L MULLION c8 X 3/4 SELF IG00 Sari ' APPING SMS _ r*EAD (TYP.) SECTION A -A (4i T-1000 F.W./ DESIGNER J 51 L (TYPJ. 1 — #8 X 3/ 4 SELF TAPPING SMS I X 4 X 3/8 f 1TITLE: SER. - 1 C100 / i 500 LANGt .,SHOE 1L 1 Gf • .r TWIN..HE?IZONTAL MULLION SECTIONS V "A' i SAC u 1 HCK "DEJ: J r JLL i2Or-: -C% vl DESIGN PRESSI RC' CAPACITIES.::. . DRAWN BY: MSS APPROVED BY: - FEB 1.5 202 F T DATE:2/4/.^.? SCALE. iT$ DWG.:' HM nF'iAI'_ E1 f_^ A I ,y A 1 El EVATiCN r ViENED FROM EXTERIOR 1000 P.VJDESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMS 2X1/8 E ,WILLION SEALANT BETWEEN WINDOW FLANGES' L MULLION SEALANT BETWEEN' U# gWINDOWFLANGES,-- t MULLION X 3/4 SELF TAPPING SMS1000S.H. SEALANT BETWEENHEAD (TYP.) WINDOW FLANGES ... SECTION A —A (1) L MULLION 1000 r P.V DESIGNER SILL CTYPJ r #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 r-IfTJ-1 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES— MULLION. 8 'X 3/4 SELF 1000 S.K ..TAPPING SMS HEAD (TYP.) SEALANT BETWEEN .. SECTION A —A (3) WINDOW FLANGES L MULLION 1000 P.VJDESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES L MULLION 08 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 t\fYSIf1. / TUBE MULLION 1000 P.W./DESIGNER AUXILIARY PLATE rSILL (TYP.) (FOR ADDITI"L AND-CRS. WHEN REQUIRED) 0 8 x 3/4 SELF DETAIL C TAPPING SMS O_ O I X 2 X 3/8 TUBE MU APPLIES TO HEAD do SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING LLION MLLLMN _ 0 INSTALLATION .ANCHpR #8 WOOD SCREW. CTYP.) EXTERNAL MULLION N tiliL . ''L©TUDA B.0. A rO BY WOOD INSTALLATION CLIP 8 X 3/4 SELF CK BY. OTHERS TAPPING SMS t l000 S.H. 14 NUFACTURER N - " HEAD (TYP-) FOR/L Piff MULLION SECTION A -A (2) ----' M-ASTEI£ : Fa # 6 _ r1000 P.W./DESIGNER SILL (TYP.) ` DEIAILG jr-- A 8 X 3/4 SELF 1000 P.W./DESIGNER -- TAPPING SMS SILL CTYPJ ` 1 X 2 7/16 X 3/8 A. TUBE MULLION #8 X 3/4 SELF.. _ TAPPING SMS TUBE MULLION II II SEALANT BETWEEN WINDOW FLANGE — L MULLION..' 8 X 3/4 SELF l000 SR . TAPPING SMS HEAD (TYP.) SECTION A —A (4) 71000 P.W./DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMS IX4X3/8 i4F__ml T TUBE MULLION u 8 X 3/4 SELF L.ui 8 X 3/4 SELF TAPPING SMS 1000 S H TAPPING SMS 1000 S.H. HEAD (TYP.)-- HEAD (TYP.) SECTION `'A —A (5) SECTION A —A (6) TYPJ MORIL. CUP 8 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A —A (7) HEAD (TYP.) I vB MIN. EMBEDMENT — - INTERNATIONAL ` . INCFLORIDAEXTRUDERSSANFORD. FLORIDA TrrLE: SER. 1000/1500 FIN . SHEET I.:OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2>.,_ FOR DESIGN PRESSURE.CAPACITIES C9 YV Dom' BY: MSH APPROVED BY: DATE:2/6/02 I SCALE: NTS DWG.: 1HMFIN r- 100 W./DESIGNER uo v 3i4 Scj,.c T.AFPitiG SMS i Sc° A'T 3TVE"_N j I FLA.wES L SEALANT= TVEEN J '.- awe X 3/4 S_ . S Y'JL raft: ANOES `,- 7C09 ; APP iN? SMS' r_ Au yr ) SEALA: iT BE; r WINDOW FLANGES SE-CTION . A -A I . ; 1000 P.'.'./DESIGNER 1 S:LL (TYP.) 2 X 3/4 SELF r___ TAPPING SHS F2 7/16 X 1/8 TUBE MULLION SEALANT BETVEE., WIN]_ V FLANGES L MULLION . k8 X 1/4 SELF loco S:H. TAPPING SMS HEAD ( TYP.) SEAL, td' BETWEEN SECTION A -.A (3) WINDOW FLANGS - L w:_:LION r 1000 P.W./DESIGNER SEALANT BETWEEN SILL ( TYP.) WINDOW FLANuQ_S 08 X 3/? SELF L MULLION j TAPPING SMS X 4 X I/8 nr 1:1t— Tnn I U_AL r-.ULLiIiN ' 08 X 3/4 SELF r S.H. TAPPING SMS 10 0 SH HEADTYP" 1000 ^^ SI' TYP CAL MULLION TO CCNCRc = G AMA i ( c_ 2 X L S4" TUBE MULLIONS ARE TOJAMeWHERE1- X a'S_D) I iA X 314 SELF TAPPING SMS I CONCRETE OR MASONRY I! iBYOTiiERSiNS7A;_ ATIr,N ANCHGR 3/16' 'L':0. TAPCON Si_V ANCrCR <TY=.) 1 L :=N I EXTERNAL MULLION rrY_ yY WOC r_/ I INSTALLATION CL ^ . I B < B-OTHERS I aNTRAL ; FLO RMA.. $.a.A.E k._/ 4-.oP? rN'- SMS MtNU ACTU ERL,\AMS: t , H_ AD (TIP.:GdR/DA X`rRuDERS .I SF C T I QN' A -A (2) XtSTER FUJIV, #. ( 1 f r- 10CC P.W./L:.S:GNER - I SILL (TYP., Q ea X _/4 SE; 7APPiNG SMS ( - I 1 X 2 7/16 X 3/8 j Su. (TYP.) TUB= MULLION r -4 1 1/4' MIN. z8 X V4 SELF EMBED!'ENT TAPPING SMS 2 X 4 X 3/8 f T BE MU'LLIGN I SEALANT BETWEEN vINDOV FLANGE - X 3/4 SEL= . 1000 S.H. TAPPING SMS HEAD < TYP.) S= CTION A. -A (4) 1000 P.W./DESIGNER r SILL (TYP.) 1 # 8 X 3/4 SELF i AZPINL SMS I X 4 X 3J8 N11 11 / IJL- 1'TVL_tW k8 X .3/4 SEL% TAPPING SMS 100 S.H. ... SECTION A -A, (7i I X 3/4 SELF SIMS r HEAD (:. r.; rT r QET f -I ELEVATION VIEWED FROG EXTERIOR E: SER. .1000/ 1500 FLANGE SHEET, 1 Or 2 H0RIZLONTA'. Ml"_ iO SEC -IONS SEE 0 ^LR SIDE Sn,ZL72 0 .2i f OR, DESIGN PRESSURE CAPACITIES 1000 S.H. I X 2 X 1/8 1000 S.H. I X 2 X 3/8 JAMB (TYP.) TUBE MULLION JAMB (TYPJ. TUBE MULLION 8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS 2 X 4 X 3/8 SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION WINDOV.FRAME WINDOW FRAME t MULLION .i MULLION 8 X I-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (1) SECTION A -A .(2) 1 X 2 7/16 X 1/8 . 1000 S.H. 1000 S.H. TUBE MULLION 1000 S.H. I X 2 7/16 X 3/8 JAMB (TYP.) JAMB (TYP.). JAMB (TYP.) TUBE MULLION 8 X 1/2 SELF #8 X 1/2 SELF — TAPPING SMS TAPPING SMS 8 X 1-1/2'SELF\— SEALANT BETWEEN SEALANT BETWEEN TAPPING SMS WINDOW FRAME WINDOW. FRAME i MULLION - i MULLION S CTIC SELF 8 X 1-1/2 SELF. TAPPING SMS TAPPING SMS SECTION A -A (3) SECTION A -A (4) 1X4X1/8 1X4X3/8 Q.•• TUBE MULLION TUBE T3• MULLION 1000 SA1000 S.H. JAMB ( TYP.) JAMB (TYP.) 8 SELF TAPPING SMS ( TYP.) 8 X 1/2 SELF TAPPING SMS 8 X 1'/2 SELF TAPPING SMS VIEWED SEALANT BETWEEN WINDOW INDOW AMESEALANT BETWEEN pp iMULLION FRAME iMUL ION 1 F 7 20OZ . 0 8 X 1-1/2 SELF #8 X,1r1/2 SELF TAPPING SMS TAPPING SMS . SECTION A ( 5) SECTION' A -A (6) TWO BY WOOD DETAIL C BUCK BY OTHERS 1 1/ 8' MIN. EMBEDMENT SHEATHING INSTALLATION ANCHOR-# 8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION APPLIES TO HEAD do SILL WHERE 1" X' 4" 2" X 4" TUBE MULLIONS ARE USED APPLIES TO HEAD do SILL WHERE 1" X 2" 1" X 2 7/16" TUBE MULLIONS ARE USED 8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR AI B # 8 WOOD SCREW TYPJ SILL CLIP SEALANT BETWEEN WINDOW FLANGES i MULLION 1 EMBEDMENT N A — A ( 7) SHEATHING TAIL C vmD rp"Dc AUXILIARY- PLATE FOR ADDITIONAL. ANCHORS, WHEN REQUIRED) ' 0 A A _ O_ O DETAIL B MULLION EXTERIOR FLORIDA EXTRUDERS. w° Nr ya Trrj,E:SER. 1000/1500 FIN SHEET 1 OF. 2 VERTICAL MULLION SECTIONS - SEE OTHER SIDE ( SHEET 2-OF 2)-FOR. DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: DATE:2/6/ 02 SCALE: NTS DWG.: i VMF IN J,^ S.H. _ _ X 2 X I/8 iGJO S.H. JAMB CTY.." .I / r TURE ML__ JN JAMB CTYP,) G X 1/2 SELF TA -SING SMS SEALANT B_Tv_c MULLMN c X TAPPiA_ SMS SEC-, A —A " i X c 7/46 X :zE TU MULLION I:GQ S.H. AM: (TYPO JAM3 (TYP.) S x :/2 SE: _F TAPPINZ SMS ti SEALANT BETWEENVINDOVFLANGES b MULLION L §8 X 1-1/2 SELF TAPPING SMS ScC110N A —A ! S) I X 4 X 1/6 TU'E MULLIIIN IG^-C S.H. ( I. IAM- (TY?) iL2T" X 1/2 SELFP?ING SMS SEALANT BETWEEN WINDnV FLANGE'S. b M LLiDN 7° X 1-1/2 SELF TAPPING SMS S_`"IV\ -u lJ_ 1 xc x 3/8 TU== MULLION B8 X 1/2 SELF A?PiVr_. SMS SEA' A.,,Tl BETWEEN V,-Ew AS"'S Sc' LOP•; A -A. (42 1 X 7/16 X 3/6 7 1GCJ S u UE_ l M;A_LiON JAMB CTYP,) R8 X //2 SELF TAPPING SMS I ONE BY WOOD L 3 CK BY OTHERS 1 1/c• MIN, jEMBELMENT1i a T f ' II a8 x 1/2 SELF TA.F';" r- S-S . z a8 X 1-1/2 SELF SEALFNT B_'.v_EN L SEALANT B::TVEEti TAPPING SMS WINDOW FLANGE'S VINDGW FLANGES b.MULLION b MULLION -ELT I ON —A —A V c v _f .2 SELF TAPPING 'SMS DETAIL C ry iCTiQNA -A (4i 1 X 4 X. 3/5 p[ -_ TUBE MULLION I .®• Cc AIL C CONCRETE OR MASONRY BY GTHFRS.. AlATIC11' Ati zq_<. 1 . ERNA; MU' -LION 7. i! CA M _ ON TO CONCRETE +rA,D 0r. IIr';: UE° To-r4cA7 & S,LL THERE 1 )( t_ Ll [ X 4 L9t MU ..•'s ."'RE USEC` QETA! ! C INSTALLATION ANCHORDIA. TAPCCN 4LANCHORCTYR)LL CLIP J EMBcnM '.' RE - AST SILL BY OTHERS i R ADD IONAL ANCHORS, 4-_N REOUIRED). p AI A. + ;— a t M SMS ,(TYP.) `- D'TAII_ 1 L L Q ELEti a1ONuBx 1/2 SELF VIEWED ROm EXTER,OR TA?Pit( G SMS FLORIDA EXTRUDERS= R o° 'RmA TITLE: SER. iODO/ i ';:;0 FLANGE : SHEET 1 OF .0 ti VE K , _ y_ M!'J! L LiN' SE CT i.0NS sEALAyT BEnES VIN9AW FLANC_S 7 SIDE I SEF. L THcR (SHEET b r. 1L..ION a8 X i-1/2 SE•_F PR;SSURE: CAPACITIES sMs 5 FEB/ C+ . DRAWN BY: MSS APPROVED BY: _ jDATE:CI I10[ SCALE: ? T S I DWG.: 1 W-1. F LG F a 10 I x 2 X 1/8 106M S.H. I X 2 X 3/e 11^100 SJ4. MU'_LTTQBE CN Yp I rUS7 MUL ION e X SELF 06 -1 !/,2 SELFX TAPPING c X A Y 3/6 1 APFrNC, SMS SMS S.n SEA ANT 8Etv—_-4 SEA; - AN T ZETW-LN t W,NrZW FLANC.-S W-, #e A SELF TA=?,*N*n- S_-'C'rQN A -A 1141) S S 2) TYPICAL VERMCAL TO H.CR1CNTAL MULLION TO MULL'ON A7M1 SCR;,, 3a x AS:: E) ETA 1 x0;--, _ p x ma-1:_ 1 TNTERNAI C` F IX - OR ?X MULL <7yp..) 2 7/16 X V9 X1 Y 2 7/16 X 3/e TJBZ MULLION rLLATIAN C!" MIZllimit;SH.— 1_%13E MULi. MN -INSTA1.1 MA T.A.-M-4 JAMS (TYP.', JAMB (7YP., 9 X 1/2 SELF TAPPING SMS V SEALANT BETWEEN SEALANT BETWEEN V WINDOW FLANGES V7-NEOV FLANGES L L 4LLUON ae X I-1/p st-Lr, TAPPINO SMS. SECT:ON A -A (3) SECT!01`4' A -A X 4 X I/e TUBE MULLION locc. S. H. SXl/2SELF F TAPPING SMSSEALANT BUIVEEN SEALANT B--TWZ:N W"N[:QW FLANGES VIN=W 'rLANZES L MULLION mu. - UON a x 1- 112 SELF TAPPING SMS 8' CTQN A - A 5 CKIN" A -A (6) 6 X 1/ 2 SELF TAPPING SMS SEALAN, BE TWEEN I I / , N_ ;: - VINI;UW #8 X 1-1/2 SELF I I SCREW ANDOZ MP.' Hi L LLION TAPF!N*L SMS SECT:'ON A - A (71 i 1 /- SILL C4-,.F: PRECAST SL?- 3y OTHERS AUXUARY PI-ATF R ADDITIONAL ANCHE— RS, VHEN REQUURM F2 ITIT 1A j A 71 (D IAPPI.\ G ELEVA10, Ee FNED FROM E' X7ER2R Q INTERNATIONAL, INC FLORIDA EXTRUDERLJ. SANFORD, FLORIDA TrME: S E R loob/1500. FLANGE SHEET. 1 O__2 VERTICAL I . 1 11 r,.. VERTICAL MULLION TNTO HOR I ZONTAL S.—c_ OTHER S I D__ T-- SHEE2. Or 2) -OR SEE DESIGN -PRE SSUR CAPACITIES., F _B 15 - lul- 09 1DRAWN Y:MSH: I APPROVED IM I DATE: 2 / G / Or ISCALE: N-TS IDWG.: 1 VMHMr_LG. F 3/ SEALANT BETWEEN WINDOW FLANGES L MULLION 2000 P.V./DESIGNER SILL (TYPJ bTAPP X 3/4 SELF INGSMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TYP.) SECTION A —A (1) APPLIES TO HEAD k SILL WHERE I' X 4' AUXILIARY PLATE AI & 2 X 4' TUBE. MULLIONS ARE USED 2000 P.W./DESIGNER (FDR ADD ITICNALANCHORS,.VHEN REQUIRED) SILL ( TYPJ O 8 X 3/4 SELF SHEATHING TAPPING SMS 1 X 2 7/16 X 3/8 11 TUBE MULLION INSTALLATION ANCHOR #8 WOOD j " SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS . B. X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TYPJ 2000 P.V./DESIGNER SECTION A —A (2) SILL crYP.> 8 X 3/4 SELF TAPPING SMS . 2. X4X3/8 TUBE MULLION Auk • SEALANT BETWFLANGE FLORUWINDOW FLANGE jH1a+ UD 5 E MULLION . SEALANT BETWEEN SEALANT BETWEEN 8 X 3/4 SELF WINDOW FLANGES WINDOW FLANGES TAPPING SMS L MULLION L MULLION 2000 P.V./DESIGNER SILL ( TYP.) 2000 P.W./DESIGNER rSILL (TYPJ 1000 S.M. HEAD < TYPJ B X 3/4 SELF TAPPING SMS 1 X 4X1/8 TUBE MULLION 08 X 3/4 SELF TAPPING SMS SECTION A —A (S) 1 X 4 X 3/8 . TUBE MULLION 8 X 3%4..SELF — #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 SA 1000 S.M. HEAD < TYP:> HEAD (TYPJ SECTION A A (3) SECTION A —A (4) MULLION . APPUES TO HEAD h SILL WHERE 1' X 2- 1' X 2 7/16' TUBE MUUJONS ARE USED DETAIL_ .... at' Armm ra INSTALLATION ANCHOR 08 VMD SCREW CTYPJ HORM CLIP. LI 1/8' MIN. I I EMBEDMENT1LT Ire HDy 11 T EMBEDMENT o/ FLORIDA EXTRUDERS CORD, FLORIDA TrrLE: SER. 2000 FIN SHEET 1 OF .2 T1di N- HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2. OF; 2)' FOR DESIGN.:. PRESSURE ,!CAP.ACITIES ;- DRAWN BY: M S H d APPROVEb BY: DATE: 2/6/02 JSCAMNTS DWG.: 2HMFINTR ri F- 30 SEALANT 2 VLNDOV Ft L MULLION 2000 P.V./DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS IX27/16X1/8 . TUBE MULLION SEALANT.BETVEEN VINDOV FLANGESEmLMULLION - IA 8 X 3/4 SELF 2000 S.H. TAPPING' SMS HEAD (TYPJ SECTION A —A (1) SEALANT BETVEEN WINDOW FLANGES L MULLION 2000 P.V,/ESIGNER SILL (TYP3 8 X 3/4 SELF TAPPING SMS1X4X1/8 1f11--jqu I T TUBE MULLION r 2000 P,V DESIGNER I SILL (TYPJ TYPICAL MULLION TO CONCRETE .m JAMB IAPPUES TO JAMB WHERE 1' X 4' OEfAIL 8 do 2X 4' TUBE MULLIONS ARE USED) . Q SEALANT- BETVEEN -rj L ,INC WINDOV FLANGES ORIDA ;EXTRUDERS MULLION — ANFNORD NFLORIDA SER, ,_:. ZOO.Q_ FLANGE SHEET 1 „OF 2_ TRIPLE. HORIZONTAL MULL ION_•S.ECT.IONS 8 X 3/4 SELF 8X3/4 SELF TAPPING SMS SEE OTHER SIDE (SHEET 2. OF 2) FOR TAPPINGSMS2000S.H. HEADSH::. HEAD ( TYPJ HEAD TYPJ DESIGN PRESSURE -CAPACITIES SECTION A —A (3) SECTION A —A (4) DR WN BY: MSH AI?P iO'YTD: Er ws, .. .,. ..: ... .. . ..,. p... . _ _ ,,. .._. U21102 Da: 2/6/02,,..::,. scAr.E: NTS=e: Dwc:.---2HMFLGTR>- u r 9 DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION 2000 S.M. 1 X 2 7/16 X 1/8 2000 S.M. 1 X 2 7/16 X 3/6 JAMB (TYP.) TUBE MULLION JAMB CTYP.) TUBE MULLION 8 X 1/2 SELF #8 X 1/2 SELF INSTALLATIC TAPPING SMS. TAPPING SMS INTERNAL CLIP ICI 0.1! IIA ser _ SEALANT BETWEEN SEALANT BETVEEN.: #8 X 1-1/2 SELF VINBOV>:FLANGES VINDOV FLANGES TAPPING SMS L MULLION L MULLION A A 8 X 1-1/2 SELF TAPPING SMS 1X OR 2X MULL MULLION F_ E SEALANT BETWEEN WINDOW FLANGES t MULLION AUXILIARY PLATE FOR ADDITIONAL- ANCHMS. VMEN REDUD2EDtA ; jib. P. 3' . D AI L MANUFAC'U R WAYA. 0 0 APPLIES TO HEAD. & SILL WHERE 1' X 4` 2' X 4' TUBE MULLIONS ARE USED NG .. f .INSTALLATION ANCHOR #8 WOOD MULLtpM. - .'. SCREW CTYPJ 2000 P.V./DESIGNER 2000 P.V./DESIGNER OSILL 'CTYPJ - - . SILL CTYPJ 8 X 3/4 SELF #8 X 3/4 SELF:- EXTERNAL MULLION TAPPING SMS.. TAPPING SMS TWO BY WOOD INSTALLATION CLIP 7 BUCK BY OTHERS. 1 X 2 7/16 -X 1/8 1 X 2. 7/16 X 3/8 TUBE MULLION TUBE MULLION MULLION SEALANT BETWEEN - WINDOW FLANGES .. ..... .. . .- DETAn a 2000 P.W./DESIGNER DFTAn c r - A SILL CTYPJ 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 t_ A / HEAD CTYPJ TAPPING SMS / HEAD CTYPJ / 2 X 4 X. 3/8 SECTION A —A 0 SECTION A —A (2TUBE MULLION 1 1/8' MIN IIF --- EMBEDMEN EL FVATION SEALANT BETWEEN VIEWED FROM EXTERIOR WINDOW FLANGE MULLION .. .. .. APPLES TO HEAD.&.SILL WHERE 1' X 2' MULLION - '.. . 1•...X..2 .7 16'-TUBE YUUJONS ARE USED TALLATION SEALANT BETWEEN : SEALANT BETWEEN - _ .. .. :- r 86 WOOD SCREWANCHOR WINDOWFLANGESWINDOW FLANGES - CTYPJ MULLIONd. MULLmN 2000 P.V./DESIGNER -HOR17 aro 2000 P.V./DESIGNER #8 X 3/4 SELF SILL CTYPJ' SILLYTYP.) TAPPING SMS 8 X 3/4 SELF II #8.X 3/4 SELF TAPPING SMS TAPPING SMS HEAD S. H. SECTION A -A (Si I Val Mtn I X 4 X 1/8 1 X 4 X 3/8 HEAD CTYPJ EMBEDMENT . TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS RNATIONAL, INC SANFORD, FLORIDA SER 2000 FIN - SHEET 1 OF -2...- - _ FLAYTWINHRIZNTALMULLINSECTINS SEE OTHER SIDE (SHEET .2 F 2) 'FOR 8 X 3/4 SELF #8.X3/4 SELF DESIGN PRESSURE CAPACITIES TAPPING SMS TAPPING SMS 1000 S.M.t.,00S H fYEB? HEAD CTYPJ HEAD CTYPJ DRAWN BY: MSH APPR(iVED BY:: SECTION A -A (3) SECTION A —A (41 DATE:2/6/02 IscAff.NTS DWG.:: 2HMF INTW A F TYPICAL MULLION TO CONCRETE 0 JAMB APPLIES TO JAMB WHERE 1' X 4' DETAIL do 2' X 4' TUBE MULLIONS ARE USED) Q CONCRETE OR MASONRY-' • BY OTHERS 2000 P.V./DESIGNER 2000 P.V./DESIGNER INSTALLATION ANCHOR 3/16' DLA SILL (TYPJ SILL (TYPJ TAPCON SCREW ANCHOR (TYP) 8 X 3/4 SELF 8 X 3/4 SELF. TAPPING SMS ETERNAL MULXLION TAPPING SMS1X 2 7/16, X 1/8 TUBE MULLION 1 X 2 7/16 X 3/8 ONE BY WOOD TUBE MULLION BUCK BY. OTHERS INSTALLATION CLIP SEALANT BETWEEN SEALANT BETWEEN FVDVDOVFLANGES. VINDOV FLANGES 'L OMULLIONINDOW t MULLION 2000 P.V./DESIGNER SILL (TYPJ SELF 8 X 3/4 SELF _ 8 X 3/4 SELF TAPPING SMS8X3/4 2000 SA TAPPING SMS 2000 S.H. TAPPING SMS: 2 X 4.X 3/8 Q HEAD (TYPJ HEAD (TYPJ,, TUBE MULLION SECTION A —A (1) SECTION A —A (2) 1 1/4' MIN. SEALANT BETWEEN EMBEDMENT WINDOW FLANGE L MULLMN y,r , TiQWa,...J'L..li 1VRAbT&• 133. til1 FwR/ D y06a2S DETATL B Nl a rt --. 8 X 3/4 SELF 1 77 L - A TAPPING SMS SEALANT BETWEEN cVDJDOV FLANGES 2000 S.H. L MULLION - HEAD (TYPJ 2000 P.W./DESIGNER 2000 P.V./DESIGNER SILL ( TYPJ r SILL (TYPJ SECTION A —A (J' ) E F r # 8 X 3/4 SELF TAPPING SMS TAPPINGSMS1X -4 X 3/8 FI EVATION": ' 1X4X1/8 TUBE MULLION TUBEMULLION - VIEWED FROM ,EXTERIOR INTERNATIONAL, INC SEALANT BETWEEN FLORIDA EXTRUDERS NF :SAOAD, FLORMA VD/ DOW FLANGES . L MULLION ..... .. . , . : .. TtTt.E: SER., 2000,. FLANGE - SHEET-. OF_, 2 TWIN HORIZONTAL MULL I6e'SECTIONS ` 8 X 3/4 SELF #8 X 3/4 SELF SEE OTHER SIDE ( SHEET 2 OF 2) FOR TAPPING SMS DESIGN_ .PRESSURE. CAPAC I T I,ES TAPPINGSMS2000SFI . 2000 S.H. HEAD (TYPJ HEAD ( TYPJ t.... : SECTION A A (3Y SECTION A —A (4) . 1 F B 2002 bRAxN Iy: MSH :. APPxov. D aY DATE. 2/_4/02.. scal e.NTS DxG•• 2HMFLG.TW a7 F 6 SEALANT BETWEEN WINDOW FLANGES L MULLION AUXILIARY PLATE FOR ADDITMMAL ANCHORS, WHEN REQUIRED) CENMAL FLORMA B. 0. A. F. MANUFACTURER NAME:o a FZ 0/l/G>f APPLIES TO HEAD do SILL WHERE I' X 4" do 2' X 4' TUBE MULLIONS ARE USED SHEATHING Hf ` FE # 7 IULLMN INSTALLATION ANCHOR #8 WOOD 0 SCREW (TYPJ 2000 P.WJDESIGNER 2000 P.V./DESIGNER SILL (TYPJ SILL (TYPJ EXTERNAL MULLION 8 X 3/4 SELF 8 X 3/4 SELF INSTALLATION. CLIP TAPPING SMS TAPPING SMS. TWO BY WOOD BUCK BY OTHERS I X 2 7/16 X 1/8 1 X 2 7/16:.X 3/8 TUBETUBEMULLION MULLION MULLION SEALANT H£TVEEN I NDOV FLANGES 6 MULLION nFrAt A 2000 P.V./DESIGNER SILL (TYPJ i A 8 X 3/4 SELF 8 X 3/4 SELF t000 TAPPING SMS 8 X 3/4 setr- 1000 SJi TAPPING SMS Sl1 HEAD.CTYPJ TAPPING SMS HEAD (TYPJ SECTION A —A (1) SECTION A —A (2) 2 X 4 X 3/8 TUBE MULLION 1 1/8' MIN. 4F---- EMBEDMENT EVATION VIEWED FROM EXTERIOR SEALANT BETWEEN - WINDOW FLANGE DETAIL 8 APPLIES TO HEAD do SILL WHERE 1' X 2' 1. MULLION.:'. I' X 2 7/16'. TUBEMULLIONSARE USED SEALANT BETWEEN IMSTALLArMNL ANCHOR . i8 WOOD SCREW SEALANT BETWEEN WINDOW FLANGES VINDDV FLANGES L MULLION L MULLION 2000 P.W./DESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMS IX 4X1/8 TUBE MULLION 8 X.3/4 SELF TAPPING SMS' 1000SA. HEAD ( TYPJ SECTION A —A (3) 2000. P.VJDESIGNER SILL ( TYPJ 8 X 3/4 SELF TAPPING SMS 1X4X3/ 8 TUBE MULLION 8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD ( TYPJ SECTION A —A (4) SECTION A —A (5, Maa¢ arP 8 X V4 SELF TAPPING SMS 1000 S.H. I. 1 LB' NIN HEAD ( TYPJ ---lll . EMBEDMENT FLORIDA, EXTRUDERS., SANFoRD° F ORIDATrrLE: SER 2000 FIN SHEET. 1 OF: 2 HORIZONTAL MULLION SECTIONS V SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE -CAP ACIT`IES LB 2002 DRAWN BY: MSH APPROVED BY:_ DATE: 2/6/02 scnLE:NTS - DwG•: 2HMFIN,:- . r TYPICAL MULLION TO CONCRETE 0 JAMB APPLES TO JAMB WHERE 1• X 4• DETAIL B h 2 X 4 TUBE MULLIONS ARE USED) Q SEALANT BETWEEN SEALANT BETWEEN VINDOV FLANGES VINDGW FLANGES CONCRETE OR MASONRYBYOTHERS 8. MULLION - L MULLION 2000 P.W./DESIGNER 2000 P.V./DESIGNER r SILL CTYPJ J SILL CTYPJ INSTALLATION ANCHOR 3/16' DIA TAPCON SCREW ANCHOR CTYPJ I #8 X 3/4 SELF I #8 X 3/4 SELF TAPPING SMS TAPPING SMS' X 2 7/16 X 3/8 ONE BY WOOD LlONEXTERNALMlA CLIPINSTALLATIONCLIP 1 X 2 7/16 X 1/8 TUBE MULLION TUBE MULLION 1 BUCK BY OTHERSH_ Q MULLION 2000 P.V DESIGNER._., SILL CTYPJ. 8 X 3/4 SELF TAPPING SMS 8 X 3/4 SELF #8 X 3/4 SELF 2000 S.H. TAPPING SMS 2000 S.H. TAPPING SMS l . . 2.. X' 4 X 3/8 Q HEAD CTYPJ ... HEAD CTYPJ TUBE MULLION SECTION A —A (1) SECTION A —A (2) SEALANT BETWEEN. WINDOW FLANGE 1 1/4' MIN. EMBEDMENT - L MULLION FL® cl DETAIL, H 1.1 v 8 X 3/4 SELF` L SEALANT BETWEEN ..SEALANT.:. BETWEEN TAPPING SMS VINDOV FLANGES VINDOV FLANGES L MULLION _6 MULLION .. ., 2000 S.H. 2000 P.W DESIGNER 2000 P.W./DESIGNER HEAD CTYPJ SILL CTYPJ SILL CTYPJ _. SECTION A —A (5) 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1_X 4.X 1/8 1 X 4.X 3/8 TUBE MULLION TUBE MULLION ELEVATION MEWED FROM EXTERIOR FLORIDA EXTRUDERS DmRNATTONAL, Tc SANFORD, FLORMAxTry: SER. 2000-FLANGE SHEET; --1 F:- 2 y1ae H RIZ NTAL MULLION SECTI NS_ e x 3/4 SELFx3i4SELF TAPPING SMS APPING SMS 2pnD sJL .. SEE OTHER SIDE C SHEET 2 F 2) TOR DESIGN PRESSURE CAPACITIES HEAD CTYPJ HEAD CTYPJ SECTION A —A (3) ;'SECTION A —A (4) DRAWN BY: MSH APPROVED BY. - ' - DATE:2/4/02 ---scAt.>: NT-S - nTc...-.2HMFLG .. r- - dy 2000 S1L 2000 S.H. JAMB CTYP.) 1 X 2 7/16 X 1/8 JAMB (TYP.) I X 2 7/16 X 3/8 TUBE MULLION TUBE MULLION 2 X 4 X 3/8 TUBE MULLION 8 X 1/2 SELF:: #8 X 1/2 SELF TAPPING SMS TAPPING .SMS 2000 S11. JAMB (TYPJ SEALANT BETWEENSEALANTBETWEEN WINDOW FRAME WINDOW FRAME L MULLION L MULLION 8 X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A —A (1) SECTION A --A (2) 2000 St1. JAMB (TYPJ TWO BY WOOD _ BUCK BY OTHERS 1 1/8' MIN. EMBEDMENT I MULLION 8 X 1/2 SELF TAPPING SMS DETAIL C SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ EXTERNAL MULLION. INSTALLATION CLIP APPLIES-TO.HEAD k-SILL WHERE 1" X 4" 2' X 4` TUBE MULLIONS ARE USED APPLIES TO HEAD do SILL WHERE 1" X 2" 1" X 2 7/16" TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETAIL #8 WOOD SCREWBr(TYP.) l - 1Lo u v JLLL l.Ll CENnUL FLORIDA SEALANT BETWEEN 48 X ,1-1/2 SELF WINDOW FLANGES = = 1 1/8' MIN. q TpT7.A amffTimlCR N TAPPING SMS L MULLIQN EMBEDMENT ut91V 4J1 !l.,l_!Uiii7. .. ... ..... .. - SECTION A —A -(Si - - - -_ — GoR/174J1 sNun a+c - DETAIL C _- 14MTER ME VWD. Ff AHM A- UXILIARY PLATE 1 X 4 X 1/8 1 X 4-X 3/8 (FOR -ADDITIONAL-AN CHORS;=WHEN REQUIRED) TUBE MULLION ... _TUBE MULLION -- 0 2000 SA _ A JAMB '(TYP•) 7. 8 SELF. TAPPING 8 X 1/2 SELF.' #8 X 1/2 SELF SMS (TYPJ. DETAIL B MULLION TAPPING SMS TAPPING. SMS ELEVATION - Q+ VIEWED -,FROM EXTERIOR FLORIDA . EXTRUDERSINTERNATIONAL,SANFLRIDA TrrLE: SER. 2000 FIN ~ SHEET 1 OF 2 VERTICAL.: MULL.ION SECTIONS SEALANT BETWEEN SEALANT BETWEEN - WINDOW FAME. SEE OTHER' SIDE < SHEET 2 `F 2> .:FOR WINDOWFRAME - (.. L MULLION '.- MULLION DESIGN. PRESSURE --CAPACITIES s x 1.1i 8X.1=1L2 SELF-- 2 SELF TAPPING. SMS TAPRING. SMS DRAWN BY: MSH APPROVED"BY: ` SECTION A -A (3) SECTION. A —A (4) DaTE:2/6/02 scat>;:NTS DWG::, 2VMFIN ONE BY VOOD DULLS2000SM1X27/I¢ X 1/H 2000 SH I X 2 7/16 X 3/8 BUCK BY OTHERSJAMB <TYPJ TUBE MULLION JAMB CTYFJ TUBE MULLION CONCRETE OR MASONRY' 1 1/4' MIN,. BY OTHERS 4EMBEDMENT Q 8 X 1/2 SELF 8 X I/2 SELF TAPPING SMS TAPPING SMS F INSTALLATION ANCHOR 3/16-:DI0. TAPCON SCREW ANCHOR CIYPJ... EXTERNAL MULLION 2:X 4 X 3/8 INSTALlA7I0N CLIP SEALANT BETVEEN SEALANT BETWEEN - TUBE MULLIONVINDOWFLANGESn+D Es 2000 SA vMULLMN TYPICAL-IUWON 70 CONCRETE 8X1-1/2 SELF 8 X 1-1/2 SELF JAMB (TYPa MULLION 8 HEAD APPLIES T0z HEAD. & SILL MHERE 1' X 4 TAPPINGSMS..''...TAPPING SMS 2 X ;4'.:' TUBE' MUWONS ARE USED) SECTION A —A (1) SECTION A -A (2) 8 X 1/2 SELF ' DETAIL- B.-; TA PING SMS INSTALLATION 1X4Xf/ 8 lX4X3/8. 3/16' D1A ?APCON scREv ANCHOR crraa TUBE MULLION TUBE MULLION SILL CLIP 8 X 1-1/2 SELF SEALANT BETWEEN v TAPPING.. SMS VINDOV -FLANGES - • 2000S.H. JAMB CTYPJ 2000 S.H._.: JAMB CTYPJ a MutLD]r1 5 5. SECTION A=A S) 1 1/4' MIN. PRECAST ' SICL DETAIL C. BY- OTMERS17 8 X 1/2 SELF _ 8 X 1/2 SELF AUXIUARX-^PLATE TAPPING . SMS .. _ - _ TAPPING SMS CFCIR_ADDTiI[JNAL ANCHORS. VFEN REQUIRED) A- SEALANT BETWEEN SEALANT BETWEEN Q --0 VINDDW FLANGES VUIDOV FLANGES - L MULLION 8 X 1-1/2 SELF t MULLION 8 SELF TAPPING 08 X 171/2 SELF SMS CTYPJ MULLION TAPPING SMS TAPPING SMS DETAIL B SECTION A —A (3) -SECTION A -A (4) VIEWED OMOEXTERIOR b CTU NAM FLORIDA, E.TRUDERS ° amn vo ' r I r 2000 : LANGE : SHEET , -1- 0F 2 UV VERTICAL MULLION SECTIONS ` SEE OTHER , S LDE ;SHEET 2- OF 2) FOR, 1. 8 2M DESIGN PRESSURE: -,CAPACITIES ..:; nRAAN BY: JBH A=Y,:i ' -''.APPROVKW BY:c2 MIAMI-oADE MIAMI-DADE CO' METRO-DADE FLAGLEt, 13UILDINC CODE COMPLIANCE OFF Mr,rRO-DADS FLAGUA F)UII.r; 140 WiS'r FLAG,LCIt STREET, sure: MIAMI, FLORiDA 33130- PRODUCT CONTROL NOTICE OF ACCEPTANCE (tos) 375-2901 FAX (305) 375 Premdor Etltry Systems c:oNrlL cCoit Ltcl NSIwc SI:rI 911 E. Jeferson, P.O. Box 76 (305)373-2527 r•AN(303)375. Pittsburgh ,KS 66762 co IN•rILW colt I:INroltCEINll:w•r DWI! aus) 3n-2966 r•AN (3os) 3rs- rttouuc: r cwcrttoi, Dwi., Your application for Notice of Acceptance (NOA) of (303) 373.290? VAX (3ns) 372. Eutergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -DaCountyBuildingCodeComplianceOffice (BCCO) under "the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. If product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspenduseofsuchproductormaterialimmediately. BCCO reserves the right to revoke this approval, if i determined by BCCO that this product or material fails to meet tile requirements of the South FlorBui!dinS Code. The expense of stich testing will b,- incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.2a c' EXPIRES: 04102/2000 Raul tcodrtgucz Chief Product Control Division THIS 1S TIIE COVERSHEET SEE ADDITIONAL IIA 2ES FOR SPECIFiCAND GENERAL CONDITIONS BUILDING CODE &C PRODUCT REViEW CONTiMITTCE This application for Product Approval has been reviewed by the BCCO and approved by the BuildiCodeandProductReviewCommitteetobeusedinNliami-Dade County, Florida under the conditions: forth above. APPROVED: 06/05/200 i X-rc. 4-" Francisco 1. Quintina, R.A. Director Nliami-Dade County Building Code Compliance Of111c N Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 200( approves a residential insulated door, as described in Section 2 of this Notice of Accept; designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-1 County, for.the locations where the pressure requirements, as determined by SFBC Chapter 2: not exceed the Design Pressure Rating values indicated in the approvcd drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-W/E Insiving Glazed Double 'Residential Insulated Steel Doors Sidclites- and its components shall. be constructed in strict compliance with the follo, documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepare( 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 b) Miami -Dade County Product Control Division. These documents shall hereinafter be referred i the approved drawings." 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shownapproveddrawings. Single door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installcd.ir non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri a otcction 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.REQUIREINIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearty marked to show the components selected for the proposed installatio 6.1.3 Any other docunicnts required by the Building Oflieial or the South Florida Building Co. SFBC) in order to properly evaluate the install icon of this system. Manu I Perc2, P.E. Product Co ro Exam Product Control Division Premdor Entry Systems ACCEPTANCE No.: 0I-03I4.25 APPROVED EXPIRES JUN 0 5 20 1 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been f 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 [fie 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 accepta including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 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 ternination and remova Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF T111S ACCEP' 'ANCE Manu t'ntrol z, P.E.; Product Con tr ram Produ Division COP-WL-MA0100.02 b FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing j X 2'0" COP-WL-MA0141-02 02-0419.08 Application Filed) 52.0 NO2'8" 2'10" 3'0" 3'0" Not Listed Not Listed 52.0 NO 1 X0, OX, OXO j 2'8" + 1'0" 02-0419.08 COP-WL-MA0143-02 (Application Filed) 2'8" + 1,2" 2'10" + 17 2'10" + 1'2" TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO I I 1'0" + 2' 10" + 1'0" 17 + 2'8" + 17' 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" + 2'10' 37 + 3'0" + 3'0" XX, OXXO I jIl 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO t 2'8" + 2'8" 210" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 22.8" + 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 struch.,res). National, vate or local bui'ding codes specify the edition required_ Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade 8CCO protocol PA201. O aloft AR EK'" I' wo„.I.n r " I It V k C I. A S1 k n'1' k Y [liCr CIA I .,.Tl4«t4"1Envr Do A011 29, ?002 Ow Cdntmm"q dnp,o,n of 0, Aun mld,o.TOINI mitts sgccdbloms, despn and p,oducl dc13il sul,ica 10 cm3ry wlOoul notice. clu ur olt I.am Masonite International Corporation COP=WL-MA0100-02 '- h' FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing I X f TO" COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6" 2'8" 2'10" 3'0". 316" Not Listed Not Listed t 2 13" + 1'0" _ 3'C„ _ 1.0" 3'0" + 17' t., i 02-0418.03 COP-WL-MA0163-02 (Application Filed) 55.0 NO X0, OX• OXO j1'2" i 17 + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17' + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 3'0" + 1'2" 2'8" + 2'8" + 2'E'" 2' 1 C" + _' 10" + 2' l 0'' 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'l0" + 2'10" 37 + TO" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'l0" +2'10" + 2'10" + 210" 3'0" + 3'0" + 3'0" + 3'0" oI.CS: 1. Dccr a. rzngements using fewer panels than wha! is shows in the above chart also comply under the product approvals shown. 2. Asset ibly details are available from the Masonite 1n!arnstional websile (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic loc2bon 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 enlry/or impact testing is done In accordance with Miami -Dade 8CCO protocol PA201 PA202 & PA203. Oa,aff AR K u...s Ct .,.c n. r r v t,00!cs o..::= 1''4 ii' 2002 O 1 o L w:q 01001ain of pOrce ma,wment rakes s0eci ical.ons. design Yea a,oaucl arliil;"..;" o to ctnnp<r,ivl l rJt cf. t ., Iv u.<ly hom go Masonite international Corporatior. COPML-00100.02 _ ' . FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing 2rO" 2'6" X ( 218" _ I 2'10" 3'0" COP-WL-MA0146-02 02-0423.01 Application Filed) 40.0 NO 3'6" Not Listed Not listed r•obtrilln, 2'8" + 1'0" r r COP-WL-MA0148-02 r• i r• r r. 'r 02-0423.01 Application Filed) 40.0 NO 2'8" + 1.2" 2'10" + 1'D" 2'10" + 1'2" 3'0" + 1'0" 37 + t'2" r w. Ox, CIXG COP-WL-MA0149-02 02-0423.01 Appiication Filed) 40.0 I NO i 1 J 1,2 + 2'8" + 17' 1'D" + 2'8" + 1'0" 17 + TO" + 1'0" 1'2" + 2'10" + 1'2" 117' + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" ou +s0 +30 XX, OXXO 2,8., + 2:8" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO 2'6' + 2'8" 2'10" + 2`10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 1 2'8 + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + 3'0" Notes: Door arrangements usn g fewer panels ti;ac what is shown in the above chart also comply under the product approvals shown. 2. Assembly detai!s are availab,e from, the Mason.ite International website (www,masonite.com) or from the technical center. S. lnsta:ration instrcctio:ls are available from the t;%asonite Internaticnal website (www_masonile.com) or from the technical center. Ac;u2i r!esien pressure requirement for a spaci`ic cuilding design & geographic location is determined by ASCE 7 (Minimum design loads for bodings and other structures). National, state or i^cal 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 & PAM. Oak aft ARTEK " rrr. r,x :r..\tS /:N'r'xY x!>()< l r,( N""-l.. w.0 s.e••p..r G-"+I D«.n 4 t:cr0.:I:1V,1uc;';clmur"Udm'.pro4cmcnt arues sy(:ai:.::nr•s. cts'v o:r>:::I Masonite International Corpora Lion Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing 1' X 1 I 2'0" 1 I COP-WL-MA0166-02 rl' 02-0423.03 Application Filed) r• 1 47.0 NO 2'6" 2'8" 2'10" TV Not Listed Not Listed 1 MuLaff-maI 2'8" + 1'0" 1 1 COP-WL-MA0168-02 I 02-0423.03 Application Filed) 1 47.0 1- 1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 17 3'0" + 17 X0, OX, OXO 17 + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 112" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 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. Instailation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. O akcraff AR EK" F 1111: Mf: 1..SS YN"I NV 0001cS N T..o.M EL«j6u E."Dope April 29, 2002 Our cpnl.nuinp 01.91 T of product -pro ,e 1 makes ipeCdiU ii . desipn and plod.1 detail suojecl to ct anpe without nol,Ce. E.<Iolirely Iron O Masonite International Corporation Opaque Units COP-WL-MA0100.02: FIBERGLASS DOOMS 6'8" Height — Inswing 1 1 2'0" 2'6" X 2'8" 2'10" 3'0" 3'6" I , COP-WL-MA0101-02 I 01-1031.01 I 76.0 I 1 NO Not Listed Not Listed 2'8" + 1'0" 2'8" + 1'2" 2'1On + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" NUT 1 I COP-WL-MA0103-02 1.1 02-0109.10 Application Filed) q 1 1 1 55.0 NO X0, Ox, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 17 + 2'8" + 17 1'0" + TO" + 17 17' + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-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" + 37 + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 Oak raft 1..Ec <e AR k EK' E.<lul r TlT l,om 1I"F."f.Ir.A.15 FN'1'" 1100lls e1eTT..vrW r—r—E_D_ C.' G. pprn 29. 2002 m o.. Toe Our conlmum0 D10013m of D,DduO "nproveMMI makes spepd"t,ons. drS,gn and ,,oducl M a s o n i t e International C o r p o r a t i o n delail Suolro to cnn0e -1houl nol.Ee FIBERGLASS DOORS Opaque Units 6'8" Height 01-1031.02 76.0 Outswing NOX X0, OX, OXO 2'0" COP-WL-MA0121-02 2'6" 2'8" 2'10" 3'0" 3'6" 2'8" + 1'0" Not Listed 1 COP-WL-MA0123-02 Not Listed — — r.l' I I• 02-0109.09 Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + IT 1'0" + 2'8" + 'IT 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17 + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 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 aft AR _k EW FIHF'HGIr .ASS F.NTHy OOOHS N"nT••"n.a fa>•rW" Emry D- April 29. 2002 Masonite International C o r p o r a t l o n 0. Conimuing DnDd,am of product innpno-rd makes SDCcilKalionl. dt3ign and D,Wd l deUrl'uoRCI 10 change wilhoul notice. t 1 Ent 16 iTirl I I I IIs I FIBERGL.EASS DOOMS Opaque Units 8'0" Height — Inswing X ro" 2'8" COP-WL-MA0106-02 2' 10" TO" 02-0109.08 Application Filed) 70.0 NO 3'6" Not Listed Not Listed I' I 2'8" + 1'0" 2'8" + 17 2'10" + 1'0" 02-0109.08 2'10" + 17 COP-WL-MA0108-02 (Application Filed) 55.0 NO 3'0" + 1'0" TO" + 1'2" X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17 + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" 3'0" + 3'0" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: i. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O aK raft t ..i eel E-K" f.11uavely lrom 1- YlIi I:Nf: 1`.A.\<Y: N'I ItY nOOltt Non-T- fd«eYu E" Doo.. PRE ADM 29. 2002 Our COnlin,nn0 01001am DI D100"CI un DIOVMIerl makes SDeC, iCalgns, de gn and DIDduCI Masonite International C o r p o r a t on detad 10 change without nolKe. FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing X 2'0" COP-WL-MA0126-02 02-0109.07 Application Filed) 70.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed 2'8" + 17 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" COP-WL-MA0128-02 3'0" + 1'0" 3'0" + 1'2" 02-0109.07 Application Filed) 55.0 NO X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'D" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 37 + 'IT 1'2" + 2'10" + 1'2" 1'2" + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 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. Instatiation 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. Mason4e International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0akcraff AR 4 EK" Y I H I N(,I..1SS I: NI NY nOONS N Tom. F—t—Env(Do April 29, 2002 Ow Conlin-9 WOO— of produd imprwemenl makes specili"Ws. design and product Masonite International Corporation Mad suplecl to Change without notice. X Unit F AIOML-MA0001 SINGLE 3••- Ns• TYP. 1 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. TMI 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA 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 A8 and k10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NDS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. April 29, 2002 Our cominu.ng program or D(oduCl imdroremerd maktS specdu:alOns. des'gn and Droduo dead suDien to change wahom nonce. XO or OX t Unit SINGLE DOOR WITH 1 SIDELITE CL TYP. TYP TYP. TYP. t t t t t t l UNIT 8'0" UNIT 15/16' 17.1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. tugaughOpening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" I t t t t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: i. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16''Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1- 1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. _ f.< t.i.e v ••• Aiml29 2002 Masonite international Corporation I) lanl.„-. JJ'"' I a 4auC1 •:.1''i'^.ern .n il'S sneCICi14nf. des, On me d'vcon acid suolea 10 cnmpe nnow n0ce. 1 XO/ \O ' t i I f I Unit SINGLE DOOR WITH 2 SIDELITES 6' TYP. 6'8" UNIT 8V UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" t i t i t t t t t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: - 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The woos screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. April 29,2002 Masonite Internationa4 Corporation Um coni.o,,oW inch .enie,n m es snco,r i.u. ocsq" 3-'o —ouG 103.1 subject to C11.1ge wilhoUl noun. Oxx0 , Unit DOUBLE DOOR WITH 2 SIDELITES 6• 3 6' CL TYP. TYP. TYP. TYP. I I I 1 1 I I I I I ( I I I I 1 Tvr 11 11 it 1 11 i1 1 11 11 1~ 13- UNIT 8'0" UNIT 5/16' 17-1/8' MAXIMUM ON CENTER TYP. 1himurn Fastener Count; Rough Opening •i 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA 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 #8 and #10 wood screws or 3/16" Tapcons. 2. The wood -screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. AD6129. 2002 Masonite Intecnational Corporation Our conGnumo Program of orodun anawuemoo makes soec-1ammns. dap ana orodun dcuud suoira 10 c+rode ..nnoui n011 YYXX Glazed Inswing Unit APPROVED ARRANGEMENT: all FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 6.0" x 6Y Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: a0 00130 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 00 00 00 00 00 00 105 Seric. 106. 160 Series' 129 Series' 12 RIL. 23 R/L. 24 R/L 107 Series" 108 Series 304 Series Series' This glass kit may also be usea in the following door style: Eyebrow 5-panel with scroll. Oakwaft AF:' EK" 1j11JLKGLASS L: INl' 0009S —T..wM Dw April 29. 2002 Our cononpN Drogram of Droaun —n ,o,ement mares spe06cargns. aesion ana D1000 derail subieq to mange wdhoor nonce 0...•r o vv vv Masonite International Corporation XX Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 71 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak _raff AR k EK" d i 1 r.c..,s 1' t.1 unuKx —r—boy Dw April 29. 2002 OW commumg xnram or ruooucl-+norovemeni makes s0ecilicali0ns. design an0 product detail SuolfCl 10 change without notice. a-.cry 000., r Masonite International Corporation or • COP WLffMA0143 02 `= Glazed Inswing Unit FIBERGLASS DOORS APPROVEDARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size = 6T x 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-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: n m m ii ° a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R0.. 23 Rh. 24 R/L 107 Series' 108 Series 304 Series Series' This glaSS kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raff AR k EEC" i c:sa [nrKr*urrnks u.r.Ernera..bn.rDoor. April 29. 2002 Ow com n n, a ou an' m uroaua mmo•e mm mmcs soecmpi ons. ocs,Vn m+o s v:ou aermi s e ea m :^ranee wanom noece. Masonite International Corporation XO or OX "'ZOP41 Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ao 0o x( 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 248. 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). X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff AR k EK" ,.. Lw.T.W ra..p,.. e.,r.r 0..r {zE/t.'irvin / ' April 29. 2002 N, CDnl,nurnq prOgnm qt DrgdyCl ow, mem mites sgttd CNgns. de,gn and Dmd Cl M d i O n l t e International C o r p o r a t i o n 3e13 1 S1. [ange.ft., n01.Ce O/ \O Glazed Inswing Unit APPROVED ARRANGEMENT: 5 O Y, O Single Door with 2 Sidelites Maximum unit size = 9'0" x 6'8" 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". 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: 00 00 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 M M n a 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 1 EEC" omE. 1 t)IM.N Mon-Te.w.O Eil.r afoul pow. J 1/YE van(..,//,.i6 Apn129. 2002 Masonite International Corporation Ow sgr or ,rod cn gym, o emem mates Sli-11ca0ons. Devon ono UiOduet 6e12d sullied 10 C ,0, wtltiout M", COP WL=MA01'4402g Glazed Inswing Unit APPROVED DOOR STYLES: 3/ 4 GLASS: FULL GLASS: 00 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff 1300— AR EEC" 11 D LM('L.\SS LN-I N1 N T•• F-Elsu Envy Dow. r llLYl v r r/E/// V/. April 29. 2002 O u. M d 5 0 n i t e International C o r p O r d t i O n N, cominump DtoDtarn o1 Vf0dun Im D10,M111 males SDttilicalions. deslpn and product detail subject 10 cNnpe without n04ce. OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP WL=MA0145g02 FIBERGLASS DOORS b ` sxt Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door with 2 Sidelites Maximum unit size = 12'0" x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series- 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll O-ak Taff BAR 1 EWud..a n Tc lurad I—L-;L—S Lf+l'Nl.'Mn ti Non-Te.u..df4e.Pla»Four Door. April 29, 2002 Masonite International Corporation 0., con,.— g owg—, 01 p,00 0 mo,ove-1 makes zoeUt2Jl pnS. de p an0 o100un c,.,l S OIPCI to c.JngP _,.o nOt,CP. 0XXo Glazed Inswing Unit C •, *_ • 4O APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 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). i/ &—X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EW 1 tnl:Nt:L.\.LI 1 Hl II IH tJw.-ice. w..o ie..ra.a E-, Doo., ADril 29. 2002 Ow cons, wng ,,ogram of Dtodu[I -D—ement makes SD-kat o &s deAQn and Dtoduct oelail SuDIeCI to Chanoe wilnoul no1.Ce. siMasonite International Corporation XX COPWL`=MA0147 02GlazedInswingUnit APPROVED ARRANGEMENT: 0 o Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 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-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: o0 0o 822 Series 1/2 GLASS: O ak_raff W .. ..I.r•.n 're — AR EK " 1'rlaLAGLA.l1 LN'1'M DOORS T-.w—,—"—E—,Donn April 29, 2002 0., 1.01firi,w,g P,ogram of drodua DINemem makes specincaf;ons. design aria product defad suhiea 10 changE -houf nof¢e. 0 108 Series loaively ,,em PREM C'Zi,,.14-1, " Masonite International Corporation XX ' Glazed Inswing Unit f 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraft AR 1 EW 11•" LH(:l.\.\1 Llln\ -T.. w.ve Eo«Eau E••v, Doo.. April 29. 2002 Our confinu.ng program Of prod,n improvement mahCs specifications. oes.9n and prooucf oetaii supiect to Change wlmout nonce f. elusivelT loom Masonite International Corporation 0 or • F "COP WL-MA0148 02 r Glazed Inswing Unit FIBERGLASS 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 8'0". Single Door with 1 Sidelite Maximum unit size = 6T 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-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: 1/2 GLASS: n 00 404 Series Oak raft M O EW v.w.r.n E—r 000., MM 00 0o 822 Series El 108 Series Apol 29. 2002 no, ml--o oro0'a n of Oroa,r omro.e,mr nusea sntt' cmans. d-0^ and amdua acra.i loU111 to crodpc .nnom WOK, Masonite International Corporation or • 'ItMtiffllCOP V Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 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). X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR k EK " 1'I9LH(;LASS LN'IRY l)()HS --T...— Env, Dow. April 29. 2002 Our commwnp o(opram or o(oauo im D(ovemem makes sD-kamos. dtstpn and o(oduO oelao subject to Cnanpe wano,n -,re. E.[Iwirely r,um PREM al? .,jl.,i;. m 0.. vDo Masonite International Corporation 0 e COP WL=MA0149 02 w. ._r# ,.fir r .:_ s.h • .., Glazed 1 Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: o 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 = 9'0' x 87 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 specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: r 00 404 Series Oakg,raff AR k EW I IULNI:LA .1 L.N I RI [IIrt...T--dF-911r E-ly D-1 April 29. 2002 OuI conrmumg p10giam of piooucl -m-elnent makes Speciticawns. Oes-gn ano pi oduCi derail subject 10 change nhour noece. DID 00 no 822 Series 108 Series a° RfM van 6./,../:, .' V r.< r..ak rrom ® 0•. r Oo Masonite International Corporation APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). VV / State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK`" x..i" r< r=tULN<iLAlti lN'1'H 1"*UOOIiS Nonr•.wnE Fa•.r•.. Env, Dad.. April 29. 2002 our con""", program of Dtoduct xiMD—IMI makes specifications, design and pnooucf detail suhien 10 change without notice. f .<lu.ively Irom Oaa Masonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: yC0P-WL-MA015002 8'0" FIBERGLASS DOORS 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". 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 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: 1/2 GLASS: MM 00 00 822 Series 00 404 Series 108 Series Oak raft I-I'. AR k EK'- E.tl uf r<ly Irom I liltERGL S-SLrN-IN\',U(/—S NonT..wr.AEMrrafaEnvyDonn PRE/i'r^^,2" April 29. 2002 N [O unw^0 proem- of p,odutt mprovemmt males SDWIUIW-I. de,p and product M a s o n i t e international Corporation deu.j suhiect to cmnee wdhom nol.ce. OXXO I t I Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: H 1 9 - 810 Series 300 Series APPROVED SIDELITE STYLES: t x s 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ aa 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft AR k EK" LNG• n I L I f lfl N(: L.\\.1 LN-I'H\' I).)nN\ Non-i.w.ea rdwrau Envt Doen Ov Ap,d 29. 2002 Masonite International Corporation ow —Imu.np Dfopram dl Df oduct a Dlovemem makes sDKib(at Ons. de"p and Drodutr detail subject to Ctfanpe wIh0VI nbf.r• XX Glazed Outswing Unit APPROVED ARRANGEMENT: r. o COP=WL=MAOt62102rt wa Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x WK. 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, slate 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 ao 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RA, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. O akcraft R 0 EEC" I IUVAGL\» L.N IN) 0-)N Non ie. o..M fDerrau E.v Doon Apri129. 2002 - 0w of D,od c—d emell makes s 0Kal 0- design aid mort— m 0. v De Masonite International Corporation d¢ Ia.1 Suo1PCl to mange w,Jhoyl nolrte XX Glazed Outswing Unit APPROVED DOOR STYLES: 3/4 GLASS: 1113 404 Series ao 410 Series FIBERGLASS DOORS FULL GLASS: F 109 Series 114, 120,122 Series 152 Series 149 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak,raff AR k EK" 1=IUL.61I.1.1 LN'IN lDO—N —T.—d f,p.. E—y Door April 29. 2002 Om , ommmo0 0ro9- or o,00v 1 dnmwemenl makes S"COiCn1ons. des,0^ and 9,00uC1 dean woleu to ,nano' _'_ _m Masonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT- ec0P-wL:MA0167702 t 8'0" 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 site = 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: MM no 00 822 Series 1/2 GLASS: EJ 00 404 Series 108 Series Oak raft AR 0 EK" rr IIIf GLA—LN'1'Nl"ROOOK1 —T.—d rd.g—fn o— Apul 29. 2002 0., C—.—o nrogram Of prn0"0-p—[mrnl mal[T Sptti1 C)I ronS. pfS o^ a^p p,a.. Ocud Wplecl Ip rha gc wjjhouf n01,e UM 0 or. nnasonite International Corporation 3/4" X 1-1/2' X 13GAGE MIN. 2' GALV. STEEL GALV. STEEL HORIZONTAL ANGLE. HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR.- 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2-LAG SCREWS. OPENING HEIGHT NOT OVER DOOR HEIGHT) 16'X7' (4 BRACKETS) 9'X7' (3 BRACKETS) USE END CAP OVER SEE DETAIL C) 1/4" X 1/2' LONG 16GA. GALV. STEEL FOR 16' X 7' USE CARRIAGE BOLT k NUT TOP BRACKET WITH OPTIONAL SSB GLASS LIGHTS CENTER STILES ALTERNATE CONSTRUCTION1/4" X 3/4" (5 COLUMNS14GAROLLER DRILLING SCSELFREW 6 HOLDER WITH CENTERTELIMNS ES USING (2) STRUTS 2 FASTENERS. 5 STRUTS 3" 18GA WIDE 1/4-X 3/4' LONG HEX HEAD SELF (SEE DETAIL A) 71 DRILLING SCREWS. DETAIL D (2 PER VERTICAL STILE) 16' X 7' DOOR 2' 16 GAGE GALV. STEEL 2" ROLLER WITH 7/16" DIA. LONG STEM. B B VERTICAL TRACK BOLTED TIRE: STEEL 10 BALL tL TO TRACK BRACKETS WITH g' AND 9' WIDE DOORS1/4"-20BX5/8' TRACK 2' ROLLER WITH 7/16' DIA. SHORT STEM. TIRE: STEEL 7 BALL SEE DETAIL CJ A 4" X 16" AIR VENTS (DOUBLE CAR) ALTERNATE CONSTRUCTION 14 GAGE 63' ( 16' X 7') HINGE ATTACHED WITH (4) OR LV. STEEL END (4) REQ'D. OPTIONAL SSB GLASS LIGHTS USING (2) STRUTS. 5) SCREWS. SEE DETAIL C. (1120 SQ. IN. MIN. TOTAL OPEN AREA) 4 STRUTS A OPTIONAL.. 3" 2STR WIDE , 71T- (SEE DETAIL A) 42'( 16' X 7') 54"( 9' X 7') 21'( 16' X 7' 33"( 9' X 7') FASTENED 18 GAGE GALV. STEEL CENTER HINGE—J '20 GAGE GALV. STEEL CENTER STILE 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2' LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. SECTION B-B P. S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE I NEGATIVE POSITIVE NEGATIVE 8'- 0' 7'-0' 32.8 37.4 49.2 56.1 9'- 0'+29.1 33.3 43.7 49.9 16'- 0" 7'-0' 23.6 26.3 35.41 39.5 4" X 16" AIR VENTS 3/ 4' POLYSTYRENE 2) REQ'D. INSULATION 60 SO. IN. MIN. B FORMODELS73NDARDTOTALOPENAREA) OPTIONAL GALVANIZED STEEL STRUT. ATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF DRILLING SCREWS. 19- 1/2", 21"OR 2 PER VERTICAL STILE) 24" HIGH PANEL GALV. AND 20 GAGE END CAP PREPAINTED STEEL 26 GAGE FOR ALL 20 GAGE END STILES MODELS EXCEPT 2 24 GAGE MODEL 750 POLYSTYRENE INSULATION © OO OPTIONALFORMOD. 724 AND 730 t Ot 1 13 GAGE GALV. STEEL BOTTOM BRACKET O ATTACHED WITH 2 FASTENERS 2' BOTTOM SCREW CAN BE ABOVE OR T BELOW ROLLER. L. H. DETAIL C SECTION FOR A 16' X 7' DOOR USE ONE A — A EXTRA SELF DRILLING SCREW THROU DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10'. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', 30' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE%LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATEP THAN THE INCREASEINPRESSUREASTHEDOORSIZEISMADENARROWERORSHORTER. GH TOP LEAF OF HINGE, END STILE, CAP AND RAIL TYP, 6 PLACES, AND USE LONG STEM ROLLERS. 1 NOTE: ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4--20 X 5/8' HEX BOLTS do NUTS OR 1/ 4 X 1/2" LONG HEX HEAD SHEET METAL SCREWS. G 2422 3/5/02 KDD F 2413 1 /25/02 WILLIAM T. DEMANN P4 T ` t E 2137 2/9/00 Consulting Structural Engmeet D 1724 6/24/97 1140 Anderson Street C 1549A Clermont, FL 34711 B 1549 9' — SINGLE CAR) CENTER STILES & CENTER HINGES ( 1 COLUMN) I -- 1.25' 3' 2. 75' --• DETAIL A 3" 20GA WIDE STRUT 3" 18GA WIDE STRUT LOCK P. O. BOX 13858 77 MAUMELLE, AR. VV 1LL 1 S0R R 72113 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 D: W:G. WAS PART NAME: 93- 8, 9WINDLOAD RESIDENTIAL STEEL DOOR OLERANCE FOR SBC 100 @150% MPH, FBC 352) 242 0100 A 1449 9-8-95) R.b...r.) D CE .'± .015 NEXT •, NEXTLEVEL 11, vT DATE: E: u DWG. NO. NOTE: GLAZING DOES NOT SATISFY IMPACT 1366 11-01-94) SCATES) ANG• t 1' SCALE 9/ 14/94 99- B_033 DEBRIS REQUIREMENTS IN FBC REV. E.C.N. DATE APPROV. NONE PLOT SCALE 1= 1 DRN. BY GDR SHEET 1 OF 3 r OPENING HEIGHT NOT OVER DOOR HEIGHT) 13 GAGE MIN. GALV. STEEL 1 TRACK SPLICE OR FLAG BRACKET. C FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2' LAG SCREWS. e FOR 18' X 7' TT 2' GALV. STEEL & 18' X 8' USE VERTICAL TRACK 1/4' X 3/4' 16GA 16'X8') HEX HEAD SELF 13GA. (18'X7', DRILLING SCREW DETAIL D 18'X8') X 1/2" LONG USE FOUR RIAGE BOLT & NUT FOR 16'XB' FASTENERS 63" (18' X 7') 72:(18:X8) 72 (16' X B' 72" (10' X 8') 4" 18' X 7' 63" 18' X 8'3 63" (9X 8') 42" ( 18' X 7') 48' ( 18' X 8') 48' ( 16' X 8') 48" ( 10" X 8') 33"( 18'X7) T39" ( 18' X 8') 39" ( 9' X 8.) 3/4" POLYSTYRENE 21" 18' X 7' INSULATION 24" 18' X 8'3 STANDARD FOR 24' ( 16' X 8') MODEL 735 24' ( 10' X 8') 15'( 18'X7') 15' ( 18' X 8') 19- 1/2', 21" OR 24" HIGH PANEL GALV. 16GA. GALV. STEEL ON 9'XB'. TOP BRACKET WITH I 14GA. ROLLER HOLDER WITH 2 FASTENERS. p FOR 18'X7' & 18'XB' SEE TOP BRACKET ON PAGE 3 USE TWO EXTRA 16' X 8' & 10' X 8' DOOR SELF DRILLING 2" ROLLER WITH 7/16" SCREWS THROUGH 00 DIA. LONG STEM. TOP AND BOTTOM TIRE: STEEL 10 BALL LEAF OF HINGE 18' X 7' & 18' X 8' DOOR AND END STILE, 2' HURRICANE ROLLER ON 16 X8, 18'X7' LH. WITH 7/16' DIA. 18'XS'. LONG STEM. RAILS 8 STRUTS 3" 18GA WIDE SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE ON 1O'X8'. TIRE. STEEL iU o L. 9' X 8': 10'X 8' 20GA. END CAP, NO RIVETS. 9' X8' 2" ROLLER WITH 16, X 8': 16GA. END CAP & RIVETS. 7/ 16" DIA. SHORT STEM. 18' X 7' & 18' X 8% 13GA. END CAP & RIVETS. 14 GAGE GALV.STEEL RAIL ENDHINGEATTACHEDWITH 4, 5, OR 6 SCREWS. SEE DETAIL C. PaEND AGE rSTILES16' X8' & 18'X8' D ETA I L C POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE AND PRE- 2" GALVANIZED STEEL STRUT. OPTIONAL SSB GLASS 9' X 8' 3 BRACKETS 16' X 8' 4 BRACKETS PAINTED STEEL 5" 3 ATTACHED WITH 1SE X 3/4" 10' X 8' 4 BRACKETS 18' X 7' 7 BRACKETS 26 GA. ALL LONG HEX HEAD SELF 18' X 8' 7 BRACKETS MODELS EXCEPT DRILLING SCREWS. 2 PER VERTICAL STILE 20GAGEENDSTILES - FASTENED 4 STRUTS GA. MODEL STILE) WITH TOG-L-LOCS TO PANELUSE ENDCAP1-3 8 POLYSTYRENE 3" 20GA WIDE SEE DETAILOVER END STILES. INSULATION OPTIONAL (SEE DETAIL A) FOR MOD. 724 & 730. 4" X 16" AIR VENTS 13GA. CALV. STEEL r2 REQ'D. BOTTOMBRACKET )) B ATTACHED WITH 3 60 SQ. IN. MIN. 2' FASTENERS (16'XV). TOTAL OPEN AREA) 4 FASTENERS (18'X7' OPTIONAL. r- 1 18'X8'). 2 FASTENERS (9'X8') 18 GAGE GALV. STEEL CENTER HINGE SECTION B-B AND (10'X8'). ATTACHED WITH 4 FASTENERS. SECTION A -A 20GAGEGALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS - 1 f- 1.25" TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P. S.F. TABLE 3 DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'- V7'- 25. 5 29.1 38.2 43.7 33. 0 36.9 49.6 N16'- O" 24.3 27.3 36.6 41.1 27. 3 30.7 41.0 46 27. 3 30.7 41.0 6 STRUTS - 3' 18GA WIDE SEE DETAIL A) LOCK OPTIONAL-- SEE DETAIL C 4" X 16" AIR VENTS 4) REQ'D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL. ALTERNATECONSTRUCTION USING () STRUTS. /_ CENTER STILES & CENTE (SINGLE CAR) HINGES ( 1 COLUMN) OPTIONAL 2. 75• DETAIL A 3" 18GA WIDE STRUT WILLIAM T. LINDEMANN PE. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 1.0. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", 30' ROOF HEIGHT, ROOF PITCH > 10'. 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURES LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTEtt. OPTIONAL SSB GLASS 18' ( DOUBLE CAR) 4" X 16" AIR VENTS 4) REQ'D. OPTIONAL 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL SSB GLASS LIGHTS, 16' ( DOUBLE CAR) OPTIONAL SSB GLASS 3" 18GA WIDE SEE DETAIL A) 4' X 16" AIR VENTS 1 B 8' (2) REQ'D. B 60 SQ. IN. MIN. TOTAL OPEN AREA) NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 8- HEY BOLTS & NUTS OR 1/ 4' X01/25 LONG HEX HEAD SHEET METAL SCREWS. Consulting Structural Engineer; 1140 Anderson Street Clermont, FL 34711 352) 242-0100 NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC G 1 2422 1 3/5/02 KDD F 1,2413 1 1/25/02 E 12137 2/9/00 D 1 1724 6/24/97 C I 1549A B 1549 A 1449 (9-8-95) 1366 ( 1 1-01-94) (SCATES) REV. E.C.N. DATE APPROV. B LATER STILE (7) COLUMNS NTER HINGES 5) COLUMNS ALTERNATE CONSTRUCTION USING ( 2) STRUTS . B CENTER STILES () COLUMNS CENTER HINGES COLUMNS ALTERNATE CONSTRUA ON USING ( 2) STRUTS.-7_ B CENTER STILES & CE(SINGLE CAR) HINGES ( 1 COLUMN) OPTIONAL LOCK P. O. BOX 13858 77 MAUMELLE, AR. ILIA VSOD I=R 72113 1(501) 562-1872 MODELS: _ 724, 426, 730', 735, 750, 550 DWG. WAS PART NAME: 101993- 8, 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150% MPH, FBC 1 nA Inl ry nra" ,r.r r, NEXT LEVEL DATE: DWG. NO. 9/ 14/94 g9- B-033 PLOT SCALE DRN. BY 1= 1 GDR SHEET 2 OF 3 OPENING HEIGHT NOT OVER DOOR 13 CAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2" LAG SCREWS. 2' GALV. STEEL VERTICAL TRACK FOR 1B' X 8' USE D, 13GA. (18 X8')::F13GA1a'xe' t/4' X 3/4' HEX HEAD SELF DRILLING SCREW -----' DETAIL D 63: 63 48' (18' X B') 48' (16' X 8') 48' (10' X 8') 72' (18' X 8') 72' (16' X 8' 72'(10'XB') X a.) X e') 13 CAGE GALV. STEEL TOP BRACKET WITH 10 GAGE ROLLER HOLDER. NOTE THAT ROLLER HOLDER IS TURNED DOWN. lDoNOTE: 16' X 8' USES TOP BRACKET ON SHEET 2. 16' X 8' & 10' X 8' DOOR 2" ROLLER WITH 7/16" DIA. LONG STEM. TIRE: STEEL 10 BALL - 18'X8'DOOR 2" HURRICANE ROLLER WITH 7/16" DIA. LONG STEM. TIRE: STEEL 10 BALL f 9'X8' 2' ROLLER WITH 7/16" DIA. SHORT STEM. 14 GAGE GALV. STEEL END HINGE ATTACHED WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. 39 (18' X -) INSULATION POLYSTYRENE 39' (9' X 8') INSULATION STANDARD FOR 24" (18' X 8') MODEL 735 24' 16' X 8' 15" 24 (10' X 8') 0 — 16'X8' & 18'X8' 18' X 8') POP RIVET TOP AND BOTTOM OF EtP4 AP 19-1/2', 21' TO END STILE OR 24' HIGH PANEL GALV. AND PRE- 2" GALVANIZED STEEL STRUT. 5" 10' X 8' 4 BRACKETS; 18' X 8' 7 BRACKETS; PAINTED6 GASTEEL ALL ATTACHED WITH 1/4' X 3/4' LONG HEXHEAD SELF MODELS EXCEPT 20 GAGE END STILES - FASTENED 24 GA. MODEL DRILLING SCREWS. WITH TOG-L-LOCS TO PANEL 750 (2 PER VERTICAL STILE) USE END CAP OVER END STILES. © 1- 3/8" POLYSTYRENE SEEDETAILC) INSULATION OPTIONAL FOR MOD. 724 & 730. 13GA GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2" FASTENERS (16'XB'). 4 FASTENERS 18 XB'). . 2 FASTENERS (9'X8') 18 GAGE GALV. STEEL CENTER HINGE SECTION B—B AND (1o'X8'). ATTACHED WITH 4 FASTENERS. SECTION A —A 20GAGEGALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS —{ f-- 1 25" TO PANELS. 1 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P. S.F. TABLE DOOR SIZE DESIGN PRESSURE I TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'- 0' 8'-0" 25.5 29.1 10'- 0' 8'-0" 33.0 36.9 16'- 0- 8'-0- 24.3 27.3 18'- 0' 8'-0' 27.3 1 -30.7 1 +41.0 3' USE FOUR FASTENERS r RAILS 9'XB'.— OPTIONAL SSB CLASS too 1110 STRUTS - e' 3" IBGA WIDE SEE . DETAIL A) B B USE TWO EXTRA LOCK OPTIONAL SELFDRILLINGSCREWS THROUGH 00 TOP AND BOTTOM USE ONE EXTRA SEE DETAIL C LEAFHINGESELF DRILLING ANDENDSTILESCREW THROUGH 18 ' X8'. 16' X8 AND L.H. TOP LEAF OF HINGE ON 10'X8'. te' (DOUBLE CAR) 4i( 16' AIR VENTS 9' X 8': 10'X 8' 20GA. END CAP, NO RIVETS. (4) REO'D. CENTER STILE COLUMNS 16 X 8': 16GA. END CAP & RIVETS. 7m LSOGPEINN.MM-) © CENTER HINGES (5) COLUMNS 18' X 8': 13GA. END CAP & RIVETS. OPTIONAL. i RAIL USING (2) STRUTS-7 CONSTRUCTION IIONftOPTIONALssecussLKYffs-. USING (2) srnLns I c 20 GAGE END STILES 0 E DETAIL C oPTIONAL sse GLASS uwrs-\Ns,GN(s) SEE DETAIL A) B 4' X 16' AIR VENTS 2) REO'D. 60 SO. IN. MIN. TOTAL OPEN AREA) CENTER STILLS & .(SINGLE CAR) HINGES ( 1 COLUMN) OPTIONAL 3- 18GA WIDE SEE DETAIL A) LOCK OPnONAL--,,,, SEE DETAIL C- 4' X 16' AIR VENTS 4) REO'D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL. 1TON 9 B. 16' ( DOUBLE CAR) B HIS NOES (() COLUMNS OPTIONAL SSB GLASS UGHTS—\T GNN(2) B 16' AIR VENTS REO' D. SO. IN. MIN. L OPEN AREA) CENSER S11lEs C (SINGLE CAR) - HINGES ( 1 COLUMN) OPTppNL LOCK NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4'-20 X 5/8' HEX BOLTS & NUTS OR 1 4 1/ 4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. ® In rlm\TT-%,® 0 G 2422 3/5/02 KDD DETAIL A F 2413 ' MODELS:. 3" 18GA WIDE STRUT Wil LI:AM T. Llid=i;1rlti I: DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Consulting SiruCiUr21 EniOECF=" LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 Anderson Street PITCH > 117, DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B', © Clerwnll, FL 34711=. :::. `. 30' ROOF HEIGHT, ROOF PITCH > 10% 2' OF DOOR IN END ZONE. (352) 242 OIQO AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE' LOADS, NOTE: GLAZING DOES NOT` S LTISFY IMPACT GIVENTHESAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE © INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. DEBRIS REQUIREMENTS IN FBC E 2137 D 1724 C 1549A B 1549 A 1449 1366 REV., E.C.N. P. O. BOX 13858 MAUMELLE, AR. 72113 501) 562-1 02 724, 426, 730, 735, 750, 550 7 DWG. WAS PART NAME: G 101993- 8, 9 WINDLOAD RESIDENTIAL STEEL DOORO FOR SBC 100 0150%-- MPH, FBC 9- 8-95) (..6«.)1 NEXT LEVEL DATE: DWG. NO.. 11- 01-94) (SCATES) 9/14/94 99_ B-033 ONE PLO' ;D GALE DR GDR- DATEAPPROV-1 NSHEET 3 OF 3 5-06-203 7:09AM FRUM wrcro:•ea-.•a...,tr.•v,v.,.r.<w..r;t•,:,,r'+at,.,,:,,..•:.>.,.;.....::,.^,.,,,.,.•::.-,. .. CrTV OF SANFORD PERMIT APPLICATION Permit # Job Addr pescriptir Historic District: 7Aning: Value of Work: S Elcvtrical V Mechanical Plumbing - - Fire Sprinkler/Alarm Pool _ rcrmll Type'- quildjnX, + IKtrlCtll New 5efvlca - # of AMPSI Addition/Altetalion Chanbc of Service Tempor&ry Pole D14ct j ayou.} & l nergy Q8 Req iifcd) Mecbanlenl: >Zesidantia,l._., Non-Rcsi cnhal tplacCrllent Newer ?;, ,.._ Plumbing/ iVew Commercial: it of Fixtures # of Water 8c Sewer Lines of Gas Lines —„— Plumbing/New Residential: ti of Water Closets,_ Plumbing Repair- Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: T Construction Type: # of Stories: # of Dwelling Units: _ F'lood zone: • (FEtu1A form required for other, than X) Parch #: ( Attach Proof of Ownership R Le al Description)% 00nT.G. gL) Owncra Name & Ad rus, ., _ _ oZ0 O 29r Q —, ..3 Z ZZ Phnne: - - 1 IJCc i s `C_ E Contra for Name & Address: 3 2._ State license Numhcr: - O /—' / Zi Phone& Fax: Contact Perron: Bonding Company:- Addresc: _ Mortgage Lender: _ - - Address: Architmt/ Engineer: - Fa x: Address: - Application is hereby made to obtain a permit to do the work and imulla(ions as indicated. I certify that no weak or installation has conunenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsrcgulatingconswcuoninthisjurisdiction. I undcrsotnd shut . separa(e permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT; I unify that an of the foregoing information is accurate and the all wxwk will be done in compliance with all applicable laws regulating constrictionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT NTMAY YOUR LENDER OR RESULT IN R PAYiNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OSTArN FINANCING, CON ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition rn the requirements of thin permit. there may be additional restrictions applicable to this propeM that rmy be found in the public records of m thiscounty, and there trey be additional permits required fmm other g0 tmental cnii6m such as water management districts, state agencies, or federal agencies. Aceeptincc of permit is vcritication that I will notify the owner of the property of the requirem Iof Plo a U n Law, Pti 713 Ualc Sigrurture of ('ontractnr/ gcrtl Date Signature of Owner'/Agent Prim Owner/Agent's Namc Prin Cunrroclor/Agcnt's Nu 5irnaturc of Nutary.$tatt of Flnnda Date Signature of Noot cats of F'londa Uute Liwner/ agent is Periunp iy Knnwn tat fit tar (.:Qntra6tnr/ Arent is _ Yer:nn ily Known to Me tar PrutluCctl II'r Prnduccd IU Ai' I'LICA1'ION AI'IsKOVED IJV: 11(dg: _—_•, 6• ptilial & D(Initial k I)7le) (Uwlial S Uutci Initial & Date) ( ute ) p< crd l ondiunns: --•---...... ,....---.. Marie A. Ze'ttlemoyer PAY. P a : ;20 . ; Commission 4DD221380 Expires: Jul 15, 2007 9lFOF FLOP Bonded Thru Atlantic Bonding Co., Inc. CITY OF SANFORD PLItMIT APPLICATION Permit J/ Job Address: 14 ON Description of Work: Historic District: Zoning: DaIc: Z ` 4/ Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool j Electrical: New Service — It of AMPS Addition/Aheration Change of Service Temporary Pole Mechanical: Residential Non Replacement New (Duct Layout &Energy Cale. Rcgtlircd) i Plumbing/ New Commercial: # of Fixtures It of Water & Sewer Lines 0/ of Gas Lines Plumbing/New Residential: It of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: it of Dwelling Units: Flood Lone: (FEMA form required for other than X) Parcel #: nn ( Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor .AamI ottilrtl 5:6=7 F'' (( CCvv 32762-0027 -State License Number: C ' ' S 7d'4p Phone & Fax: 407) 366-3994 Contact Person: M.0 r I Phone, ,,r Bonding Company: A AN I AG ^ Pt 1hic. Address: n FLORIDA 2762-0027OVIE Mortgage Lender: (407) 36b3 3J 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, ctc. 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 ATTOKNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of F rich is -__ Signature of Owncr/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name J l Z e./ 6/ay Signature of Notary -State of Florida Date Signature of Notary-Statc of Florida MARTHA Ye HAIL Notary Public, State of Florida MY COMM. UP. Feb. f, 2MOwner/Agent is _ Personally Known to Me or Contractor/Agent isK, Personally Known yr.a` D Produced ID Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Initial & Date) Utilities: lid Initial & Date) (Initial & Date) 10-03-203 9:52AM FROM P. 1 4 — q ©S Permit # F Job Address: CITY OF SANFORD PERMIT APPLICATION 9, Date: Description of Work: - - Historic District: Zoning: 'Value of Work: Aew or-agg Permit Type: Building Electrical l Meelt£ttical Plumbing Fire Sptvflder/A1arm Pool Electrical: New Service - # of ANIPS Addition/Alteration Change of Sttn ioc Temporary Pole --- Mechanical; Residential Non-Residcndal Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines_ # of Crag Lincs Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type, # of Stories: # of Awelling Units: Flood Zone: (i'ENIA form required for orincr ¢hart X) Parcel H Attach Proof of Ownership & Legal Owners Name &Address; Ile>2 e 4r Phone: ": Contractor Name & Address; Statc License Number: p r / Phone &Faz; hrD%".y`-,7.2/o JcnfactPerson, joi iv ho_Qlt v' Phone: Bonding Company: Address: Mortgage Lander: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations As indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work wall 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. WN 'S AFFIDAVLI: I certify that all ofthc foregoing information is accurate and that all work will be done in compliance with all appiicii]'*laws regulaing construction and zoning. WARNING'1'0 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOIJIt I'AYIA(i TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDRR OR AN ATTORNEY BEFORE, RECORDING YOUR NOTICE OF COMMENCEMENT. N-QT(L8: In addition to the rcquiremenrs of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional xrmits required from other governments) entities such as water management districts, state agencies, or fedoral agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the require,"triw of Florida Lien Law, PS 713. Signature of Owner/ARenr Date Sicnmturc of Contractor/Ageut Date Print Own CC/Agent's N;+mc Pri tractor/Agent's Namc Signature of Notary -Stale of Florida Datc tgnat.urc of , ry•$131C oI I'lUfl a U' Owncr/Agent is -L1'crsonally Known to Me or Produced ID APPLICATION APPROVED BY: Bldr,: Special Conditions: Contractor/.4gcnt is „ 1'crsonally Known to Bonny G Logan Produced ID T My Commission DD201551 br W Expires May 17 2007 Zoning: Initial & Date) ((nitial & Date) Utilities: FD: Initial & Dute) (initial & Date)