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222 Clydesdale Cir - BR04-000155 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 -. Orlando, FL 32822 407)857-9101 - CBC 055300 _.. PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER SUBDIVISION , PERMIT #` DATE • C PERMIT DESCRIPTION, PERMIT VALUATION SQUARE FOOTAGE I j J CERTIPICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 222 CLYDESDALE CIR for which permit 04-00000155 has heretofore been issued on 11/06/03 has been completed according to plans and specifications filed in the office of the Bui ding Of 'cial prr to the issuance of said building permit, to wit asC) complies with all the building, plumbing, e ctrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL y_ TDATE APPROVAL BUILDING: ,tea IRE: Finaled -j _ t nspected ZONING: Inspected UTILITIES: Water ewer Lines In tom_ Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: CZ Street DrainagePaved Maintenance Bond PUBLIC WORKS: Street Name Street Signs 3-2 oy„, es, d Lights Storm Sewer Driveway Street Work PRRq PAM DESCRIPTION DATE WATER - SEWER IMPACT FEES 01-APPLCTN FEE - ELECTRIC 12/15/03 01-APPLCTN FEE - ELECTRIC 12/29/03 01-APPLCTN FEE - BUILDING 11/07/03 01-APPLCTN FEE - MECHANIC 12/30/03 01-APPLCTN FEE - PLUMBING 11/21/03 02-ENGNG DEVLPMT FEES 11/07/03 01-FIRE IMPACT - RESIDENT 11/07/03 01-LIBRARY IMPACT FEE 11/07/03 AMOUNT 20.00 20. 00 10. 00 10. 00 10. 00 10. 00 59. 2`7 54.00 PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION i This.is to certify that the building located at 222 CLYDESDALE CIR for which permit 04-00000155 has heretofore been issued on 11/06/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, el4ctricalj 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 11/07/03 279.61 01-POLICE IMPACT RESID 11/07/03 91.93 01-RADON GAS TAX FEE 11/07/03 11.32 01-ROAD IMPACT FEES 11/07/03 847.00 01-RECOVERY FD/CERT. PGM. 11/07/03 11.32 01-SCHOOL IMPACT FEE 11/07/03 1384.00 WD IMPACT:SINGLE FAMILY 11/07/03 650.00 SD IMPACT:SINGLE FAMILY 11/07/03 1700.00 OWNER BUILDING OFFI AL / DATE C CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 3/12/04 PERMIT #: 04-155 ADDRESS: 222 CLYDESDALE CIRCLE BAKERS CROSSING 1 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. Engineering Ot D. &c%wr 3 16 p4. Public Works Fire El Zoning Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) DATE: PERMIT #: o CERTIFCATE OF OCCUPANCY 370 REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** 0 z-- 3/12/04 04-155 ADDRESS: 222 CLYDESDALE CIRCLE 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 Canal 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 4j vq lic Works If Zoning _ Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCYW REQUEST FOR FINAL INSPECTI ; ; ; it i SINGLE FAMILY RESIDENCE*** DATE. 3/12/04 ' G 5 17 i PERMIT #: 04-155 , c o` u o t oADDRESS: 222 CLYDESDALE CIRCLE a 2 m BAKERS CROSSING ' U crWVyAGj CONTRACTOR: D R HORTON U 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. Engineering Public Wor tilities CONDITIONS: (TO BE 171 Fire Zoning Licensing ONLY IF APPROVAL IS CONDITIONAL) t fuel ie lie n aat n not ee oil to na a•aarn•aet tana•to•tera-earrtaer THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine NationalDrive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: VjD R. Horton Inc. 6250HazeltineNationalDrive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05091 PG 0380 CLERK' S # 2003200220 RECORDED 11/06/?003 02:07:13 PN RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance withChapter713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of ppropperty: Lot( s) 71, 72, 73, 74 and 75 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, 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 #: 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 #: CERTIFIED COPY MARYANNE MORE® . CLERK OF CIRCUIT COURT SEARIN COUNM FLORIOW e Fpi ITY Etl. FRG.`' Fax #: Nov 6 200. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as providedbySection713.13(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 Section713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a differentdateisspecified): D. R. Horton, n . 0 by: o ert . awson, ss tant Secretary CorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 5 day of I 1 U`("Y\r ,2003 byRobertA. Lawson, Assistant Secretary of D.R. Horton, Inc.aware Corporation, on e a o t Tecorporation. He/She is personally known to me. Notary Public, State and County Aforesaid 1 otaty ignature pFFtCtAt. .. A A. -- PATRICIA PATRICIACOULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DDI34330 MY COMMISSIOR' W. ULY 26,2006 Notary Seal IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75672 oATEx __ BUILDING PERMIT NUMBER _ (CITY) COUNTY NUMBER: UNIT ADDRESS: 7 TRAFFIC ZONEuZONE: JURISDICTION: SEC: TWP: RNG: PARCEL: SUBDIVISION: TRACT: .... ........... ........ ___.......... ............. PLAT BOOK: PLAT BOOK PAGE: _ BLOCK: LOT: L-xDL---_-_----_-_--_----__---- APPLICANT NAME: / ADDRESSe LAND USEUSE CATEGORY: 001 - Single Family Detached TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction r---------------------------------- FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS | ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE ^2,285.00 STATEMENT RECEIVED BY: SIGNATUR^. PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SI8NA'ORY/APPLICANT: FAILURE TO NOTIFY QWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY PERSONS ARE ADVISED THAT ^THIS' IS A STATEMENT OF FEES WHICH RE UE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCUATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL ( SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN RE UE8T WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET` THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES 8OVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 11O1 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER" AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT*************=**** Permit C Y CITY OF SANFORD PERMIT APPLICATION Date: Job Address: 4— Description of Work: 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 Tempoli6 Pole . Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Citic. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential !: Commercial Industrial Total Square Footagc ZZG Construction Type: # of Stories: _ # of Dwelling Units:, Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Phone; Contractor Name & Address: A \. 4 StateLi/eennse`Number, =0 Phone & Fax: \ - Am yontactPerson: {_'-rx> Phone Bonding Company: Address: Mortgage Lender: ___ (S1 1 Address: Architect/Eagineer: Phone: Fax: _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has com monoW prior to theissuanceofapermitandthatallworkwillbeperibrmedtomoststandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that it separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WTTii YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT, NOTICE: In addition to the requirements of this permit, that may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there additional permits required from other governmental entities such as watermanagement districts, state agencies, or federal agencies. Acceptance of permi on at I will notify the owner of the property of the requiretn of Florida Li , FS 713. WWI Signatu of Owner/ ent Date Signature of Contractor Agent DateA Date pCtR 4.4___- FLORIDAPUBLICSTATEOF3kett;SION NO. DD134330 — Print PATRICIA COULTON PUBLIC STATE OF FLORIDA qMISSUON NO. DD134330 Date APPLICATION APPROVED BY: B XF 6 b Zoning: Utilities: FD; Initial & Date) (Initial & Date) (Initial & Date) (initial & Date) Special Conditions: D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT #-J- Z.SUBDIVISION: BAKERS CROSSING ADD SS 222 BUILDING APPLICATION OW,ER OF ATTORNEY 2 SETS OF SEALED PLANS PLOT PLANS SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT V APPE?C CONTRACT Sri U6 6Llec/ Rrm - J In Limited Power Of Attorney 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 qnply The Building De t. of: i, i For a residential permit for work to be performed at: Lot # : 2— Subdivision : )a rpus Cro Address: 'ZZ'-,?— on And to sign my name and do all things that are necessary to this appointment. M] Richard B. Ladd OBC055300 Contractor State Registration Number l Signature of Contractor This foregoing instrument was acknowledged before me this: Date: I C) ^)'By: Richard B. Ladd ( Contractor ) Who is personally kn wn ko me. State of F di County o Orang Nota6 Public Signatu OFFICIAL PATRICIA COULTONNOTARYPUBLICSTATEOFFLORn) COMMIS,ION NO. DD134330MYCOMMISSIONEXP. LY 26 2pp6 Notary Seal CITY OF•SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONIC N (407) 330-5630 FAX 11 (407) 328 7367 APPLICATION FOR UTILITY SERVICE ACC;OUN'l' (DULLL NA.ILvfE) `_ a __ "' E)&q GAO T—rr T yy-,, SEItVlCli ADDRESS MAILING ADDRESS(o2 p ZIPaaa,1 TURNONDATESINGLEFAMILYRESIDENCEMULTI - FAMILY RESIDENCE CWrfp COMMERCIAL Efih4F 9 ,'E C o V1 to u I P1. WORK# SOCIAL nn SECURITY# HOME# N"+ OWNER OF PROPERTY D.2. 4r r-r4,.. -- I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. IAGREETOFOLLOWALLCITYRULESFORUTILITYSERVICEANDTOPAYCHARGESINEFFECTATTHETIMEOFDELIVERY. WH DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL $ 7 DATE CUSTOMER# LOCATION# LAST BILE READ THIS READ CSR DATE_ PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 73, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 73 CONTAINS 6709 SQUARE FEET t THIS STRUCTURE CONTAINS 2180 SQUARE FEET t TOTAL CONCRETE 607 SO. FT. f TOTAL SOD 3922 SO. FT. t BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LOT 61 LOT 60 1 --------------- 6076. S80•13I.31 „EENNRpryMENiAL _ OL EASE6 LOT 74 LOT 73 1... DRAINAGE TYPE A Alio 10.0' 1 0M' W I I 40.00' IN PROPOSED N MODEL 1732 - E FINISHED FLOOR I ELEVATION- 29.7 55.00'g6Oa O I Z w N I I iCOVERED ENTRANCEaoo' I 10.0' Baer 8 a..a1' 1 10.0' J ID. URLIiY EASEMENT,^ N79•49 48r.w.. 60.83. PREPARED FOR: DR HORTON BUILDING SETBACKS FRON T: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' GRAPHIC SCALE 0 15 30 LOT 72 PLANS REVIEWC'oCITYofSANFop 3_ 10 PT S79'4 CENTERLINE OF—/ - RIGHT-OF-WAY ?21.41' _ •88' j CLYDESDALE CIRCLE TRACT "A" PG 50' RIGHT OF WAY 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ONTHEEASTERLYLINEOFLOT73AS BEING N00'42'26"E PER PLAT. FIELD DATE: ) SCALE: I" - 30 FEET APPROVED BY: SJ JOB NO, ASM42625 DRAWN BY: PLOT PLAN 09/16/03 SOO LEGEND BUILDING SETBACK LINE MLW CENTERLINE POO RIGHT OF WAY LINE POL PCCXXPROPOSEDELEVATIONPOC PROPOSED DRAINAGE FLOW ORPD O CONCRE TE A L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PCPRMPERMANENTREFERENCEMONUMENTPI PCP PERMANENT CONTROL POINT PRCP) PER PLAT PT M) MEASURED TYP CALC) CALCULATED A/C FNO FOUND CBW ClW CONCRETE WALK RP S/W SIDEWALK RCPCONCRETEPADCSPBPLATBOOKCPGSPAGESR/W S0. FT. SOUARE FEET MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUSCONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY 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. FOR THE GAASM421ASM42028.dWQ. W17NOW 9A8:47 AM 32801 (407) 426-7979 JR. CD CM OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT p I. 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: Foundation plan Indicating footer sl?;es for all bonring walls. Provide side view detailsn. of these footers with reinforcement bar replacement. b. Floor plan Indicating interior wall partitions and room identification, room dimensions, door, window, And/or opening sizos, smoko detector, loeation(s), Inndings, docks and stairs. Bathroom fixtures and distances from walls arc to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part S) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used In the structure. Bearing non -bearing later and exterior. Show all components of wall section. e. Framing plan for floor Joists where conventionally framed. Plan toIndicatespan, size and species of materials to be used. f. Engineered truss plan with details ofbracing. Engineered beams for apucing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of hatidralls and guardrails. o h. Square footage table showing footagov GAragcs/Carports Porch(s)/Entry(s) S.F. a Patio(s) S.F. Conditioned structure S•F• Total (Gross Area) 2 S•F. 0 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) p 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. p 5. Other submittal Documents: a A. Utility letter or approval when public water supply and/or sewer system connection to be mado. b. Septic tank permit to be obtained from Seminole County Health Department att 400 W. Airport Blvd,Sanford, FI (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 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. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel• He beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrowall 12. Insulation, walls and/or coIlings 13. Electrical flual, mechanical final and plumbing final 14. Building final 15. Other DATE IP SIGNATURE By OmAAuthortzednt) V 0 A li12 Pa r;%= CON. "rRo l .. Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS 101 t6'sts' Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. Name Address City/State/Zip Phone & Email NOTIFICATION STICKER LOCATED; _73 r 9-r- 2C. 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. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORT{ CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGO7ERELATIONSHIPOFTHEPARTIES. Apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local taws, rules, and regulations, andallapplicablerecommendationscontainedInliteratureprovidedbyDowElancot1. 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 SentriconPretreatmentPlanmay agreement for maintalned for the LIFETIME of the Identified property subject to the terms and conditions of thiserquarter (3mo period) payable on or before the end of the previous monitoring period, Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year, The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintainbaitedfreefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct wood -soil contact, standingwater, under pier type structure, or as noted In "Special or Additional Comments", the areas) eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof olr otso herwisea Into, onto) o u andthearea(s) baited. At no time will damage caused to any portion(s) -of the Structure(s), even by an active Into, der under' Insect Infestation, be the responsibility of Apex In areas where any of the conditions described In this Paragraph axisofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthis destroying p t. Failure DISCLAIMER: COMPANY DISCLAIMS ALL OAR WARRANTIES, paragraph. INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY WHE PRESS OR IMPLIED; MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE OR W ARRAINTES, OFFURTHER, COMPANY HAS MADE NO Ak'IiRNL+,TION OF FACT OR PR {OMANLI SERVICE. SERVICE PROVIDED HEREUNDER 'I'HA,T HAS CREATED OROMISE THE PRODUCT ORCustomerexpresslywaivesandreleasesanyclaimsinanylawsuit, arbitrationUoAMOUNTED TO Nroce SS Wnegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution WARRANTY. compensatory, incidental, consequential, exemplary, proceeding against Apex for event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the s of value, economic, rY pun five, liquidated, treble, or special damages !f any kind, and o ic, ervice to be performed. SENSITIVITY/PHYSICAL FACTORSt Customer understands and agrees that (1)It Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatment may have and (2)it is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any -allergy or, sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the,general terms and conditions are hereby made part of this contract and Apply without exception. 1• DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTSt The Customer understands that-, All components of the Sentricon *Systettr (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 ns 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 Sentricon" System a. Apex wllit (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 barrler" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, glue the Customer credit for service paid for but not yet received; (4)lf the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different. form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and(($)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 it different form of termite control or elect to discontinue this relationshlp. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the Initial Installatlon. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to tiny 'termlticlde being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering,of batting equipment or supplies occurs, the Customer will immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work Is performed except those damages resulting from gross negligence on the part of Apex.. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt island, Brevard County, Florida, In the event of failure to make payment when due, or any other default by Customer (1) Apex maywithoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred 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 andeffect. 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 fuel/or materials, stt'lkes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not beresponsiblefor; (1)termite damage resulting from water leakage; (2)termlto damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)area3 of existing damage unless areas have beenrepairedbyCustomersevidenceofreceipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising l;ereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures fotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to ail' tht' provisions of the Unlform Arbitration Act as In force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, etae9,Thiproceedingshallbegovernedbyonearbitrator, and the location of arbitration will be Brevard County, Florida at the 0Mce3 of Apex or It; Adesignee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbltrtom wll beAnalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Indlvidual basis andnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proeeedirig. ENTIREACREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties any nootherrepresentationsofstatementswillbebindingontheparties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and b rellevedofanyliabilityhereunderIfApexdetermines, In its sole discretion, that It is unable to prevent or stop further damage to Propert fromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICEOFCLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writing t TheApexCorporateOffice. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the Ident111e PropertyforanypurposecontemplatedbythisAgreement, Including but not limited to ro•In bytheCustomerorconsiderednecessarybyApex. spection, whether the Inspection was rcquestc LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for it period of 1 (one) year from Its effective date. After th thirty) days of the transfer of the treated Property. Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a 1= transfer fee payable to Apex within Trkdem rk of DowElanco Brevard Area Orlando Area 08SPlumosaSt. 7006 Stapoint Ct. #C Tampa/Sarasota Area Merritt Island, FL 32952 Winterpark, FL 32792 5314 Faulkenburg Rd N 407.459-2847 407-858.0540 Tamp31, FL 33510 00. 929.2847 888-764.2847 813.221.2847 877- 459.2847 v ( FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200! ELEVATION CERTIFICATE Im : Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION Fa A>stearhoe Company Use: BUILDING STREET ADDRESS Qnduding Apt, Unit, Suite, arxVor Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number ICLYDESDALECIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 73, BAKERS CROSSING, PHASE 2 BUILDINU USE (e.g., ReSldential, NW-reStlentlal, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): AW - ##.W or ##.#####' NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SEMINOLE COUNTY 120294 FLORIDA 134. MAP AND PANEL 117, FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 85, SUFFIXI B6. FIRM INDEX DATE1 EFFECTNEIREVISED DATE1 B8. FLOOD ZONE(S) ZoM AO, used" otftft) 1202940045 E 4I17/95 4117i95 X 24.6 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In B9. FIS Profile FIRM Community Determined B11. Indicate the elevation datum used for the BFE in B9: 0 NGVD 1929 B12. 0 1Z Other (Describe): NEAL HIL.ER ENGINEERING, INC. El NAVD 1988 Other (Describe): cted Area (OPA)? Yes 0 No Desfcination C SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations arebased on: Construction Drawings* Bulking Under CmMft m* ® Finished Conshlxdiorn A new Elevation Ceitficate will be refired when conshdon of the building is complete. C2. Building Diagram Number I (Select thebuilding dim, most similartothebuilding forwhich this certificale ishieing competed -see pages 6 and7. tno diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al AW, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAS, ARAA1-AM ARIAH, ARIAO CoaTlete Items C3.-a4 below according tothebuilding diagram specified In Item C2. Statethedatum used. If the datum isdifferentfrom the dahun usedforthe BFE in Section B, convertthedatum tothat used for the BFE. Showfield measurements and dahun conversion calculation. Use thespace providedortime Comments area of Section D orSection G, as appropriate, to document the datum conversion. Datum NG 29 ConversioniComnents NONE Elevation reference maitk used ,Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top ofbottom floor (including basement or enclosure) 30. If4m) o b) Top of nerd higher floor WA . L(m) o c) Bottom of lowest haimntai shrtural member (V zags only) ityA • k(m) o o d) Attachedgarage (topofslab) 30. 4ft(m) CQ o e) Barmiest elevation of machinery ardor equipment N servicing the building (Describe to a Comments area) 29. jft.(m) o f) Lowest adjacent (finished) grade (LAG) 30.—oft-0) z o g) Highest alaoent (finished) grade (HAG) o h) No, of pennanwt openings (flood vents) within 1 R above #aoent grade 0 o I) Total area of ail permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, A and C on this certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER:4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STI1EIFATE.1A . A I AA ORLANDO FL 32803 3I10iO4 407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions suoillpe snolneid pe seaeldeki Cooe tienuor 'Le- Le wao3 VW3:d slua u4 P ell J S.W3WWOO 31VO 3ZIn1VNJIS 3NOHd3131 3WVN AlIWrm Tull 3WVN S; M101dd0IV00I wnle0 (w) _ sus 6upling ftp 6uqMp Lp* (OV auoZ uO )03d8 '6J umye0 (wpg— :sl 6upluq 84I jo (uewaseg 6ulpnpu!) 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N00) NOIldOid11a3oi331JH3W a0'»33NIJN3'210A3AsnS - a NOI103S Lll£ l3 MAWS bWMN 3MPI Amka0 3MO dIZ 31V1S "D 310NIO 3IVas3CIA10 ZZZ b U00M W04 uopeuu III eulpuodsauoe aye Adoa'sm" 08e4# ul *IWIHOdWI PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 73, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE ITHEREQUIREMENTSSETFORTHINTHE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LOT 61 LOT 60 O 1 60 76--- S80°13'31 "E3ENN_RON_M_E_N_TAL CONrRa EA 0 LOT 73 0 10.0' W O D Nto ONE STORY CONCRETE BLOCK 1LOT74 RESIDENCEuFINISHFLOOR n L OELEVATION®J0.79 vw N 04 LOT 72 O N OZ0tN r. O .- COVERED NENTRY 47'A 10.0. 3, ' !MI4 21" 10.0' VV,•I.RC IC" ORIVFWAY , 17L Ty EAI.DLK IS SEME T:' ::.4;; ,:,' - N 79.4g 60.$31 W PT CEN' RIG.rEflol,E,oA- C CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD, NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03-9-04, 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 PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON ITHEEASTERLYLINEOFLOT73AS BEING N00'42'26"E PER PLAT. FIELD DATE:) 11-20-03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: Si JOB NO. ASM42625 DRAWN BY: WALK IS ' - 0' OFF CLYDESDALE CIRCLE - TRACT "A" PC 50' RIGHT OF WAY LEGEND BUILDING SETBACK LINE CENTERLINE 79 RIGHT OF WAY LINE EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE 1"=30' GRAPHIC SCALE.... 0 15 30 B SET /6393I(3oW/ AND CAP Q° FND NAIL AND DISC LB #6393 (03/09/04) 0 FND 1/2"IRON ROD AND CAP B 16393 (03/09/04) CNA CORNER NOT ACCESSIBLE G DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOT CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORI BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61C17-6. FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA R. MUSCATELLO JR. FOR THE FIRM 32801 (407) 426-7979 FOROOA001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1732 Builder: DR HORTON Address:. q, ' ' ,i i:- S1 F f- (-.- Permitting Office: City, State:.i,11i r "1 ' Permit Number: Owner: 17.? ,pdy 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: 36.0 kBtu/hr 3. Number ofunits, ifmulti -family 1 _ SEER: 12,05 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft') 1732 ft2 c. N/A 7. Glass area & type a, Clear - single pane 207.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 W _ a. Electric Heat Pump Cap: 36.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.65 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft - c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallonsa. Concrete, Ext Insul, Exterior R=3.0, 1224.0 ft2 _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 56.0 ft' b. N/A c. Frame, Wood, Adjacent R=11.0, 328.0 ft' d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1883.0 ft2 _ 15. HVAC credits PT b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc, AH: Garage Sup. R=6.0, 170.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 26482 PASSTotalbasepoints: 27662 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: 1 'kip - DATE: o6 .az I hereby certify that this building, as designed, is in compliance with the FJ7r) E rg bode. OWNER/AG I ._ DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553,908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGaugeO (Version: FLRCSB v3.2) FOR- 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1732.0 25.78 8037,2 Single, Clear NE 1.0 5.0 23.0 43.65 0.96 957.0 Single, Clear NW 1.0 5.0 23.0 37.74 0.95 828.2 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SE 1.0 5.0 16.0 56.64 0,94 849.4 Single, Clear SW 1.0 5.0 32.0 52.82 0.94 1584.9 Single, Clear SW 1.0 4.0 10.0 52.82 0,89 471.4 Single, Clear SE 1.0 3.0 10.0 56.64 0.81 459.4 Single, Clear SW 1.0 7.0 54.0 52.82 0.98 2799.6 Single, Clear SE 1.0 5.0 23.0 56.64 0.94 1221.1 As -Built Total: 207.0 10020.6 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 328.0 0.70 229.6 Concrete, Ext Insul, Exterior 3.0 1224.0 0.70 856.8 Exterior 1280.0 1.90 2432.0 Frame, Wood, Exterior 11.0 56.0 1.90 106.4 Frame, Wood, Adjacent 11.0 328.0 0.70 229.6 Base Total: 1608.0 2661.6 As -Built Total: 1608.0 1192.8 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent Exterior 18.0 20.0 1.60 4.80 28.8 96.0 Exterior Insulated Adjacent Insulated 20.0 18.0 4.80 1.60 96.0 28.8 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1732.0 2.13 3689.2 Under Attic 19.0 1883.0 2.82 X 1.00 5310.1 Base Total: 1732.0 3689.2 As -Built Total: 1883.0 6310.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) Raised 0.0 31.8 0.00 6423.6 0.0 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1732.0 14.31 24784.9 1732.0 14.31 24784.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 4 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , . PERMIT #: I BASE AS -BUILT Summer Base Points: 32874.1 Summer As -Built Points: 34989.3 Total Summer X System Cooling Total X Cap X Duct X System X Credit CoolingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 32874.1 0.4266 14024.1 34989.3134989.3 1.000 1.00 1.087 x 1.150 x 1.00) 0.283 1.250 0.283 0.950 0.950 11758.5 11768.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 41 FORtiM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1732.0 5.86 1826.9 Single, Clear NE 1.0 5.0 23.0 12.00 1.00 276.1 Single, Clear NW 1.0 5.0 23.0 12.23 1.00 280.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SE 1.0 5.0 16.0 8,34 1.03 137.7 Single, Clear SW 1.0 5.0 32.0 9.22 1.02 300.4 Single, Clear SW 1.0 4.0 10.0 9.22 1.03 95.1 Single, Clear SE 1.0 3.0 10.0 8.34 1.09 90.8 Single, Clear SW 1.0 7.0 54.0 9.22 1.01 500.0 Single, Clear SE 1.0 5.0 23.0 8.34 1.03 198.0 As -Built Total: 207.0 2017.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 328.0 1.80 590.4 Concrete, Ext insul, Exterior 3.0 1224.0 2.80 3427.2 Exterior 1280.0 2.00 2560.0 Frame, Wood, Exterior 11.0 56.0 2.00 112.0 Frame, Wood, Adjacent 11.0 328.0 1.80 590.4 Base Total: 1608.0 3150.4 As -Built Total: 1608.0 4129.6 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0Exterior20.0 5.10 102.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1732.0 0.64 1108.5 Under Attic 19.0 1883.0 0.87 X 1.00 1638.2 Base Total: 1732.0 1108.6 As -Built Total: 1883.0 1638.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0Raised0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1732.0 0.28 485.0 1732.0 -0.28 485.0 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:.. , PERMIT #: I BASE AS -BUILT Winter Base Points: 5391.0 Winter As -Built Points: 7979.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit HeatingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 5391.0 0.6274 3382.3 7979.2 7979.2 1.000 1.00 1.078 x 1.160 x 1.00) 0.446 1.260 0."6 0.980 0.950 4229.0 4229.0 EnergyGaugeTm DCA Form 600A.2001 EnergyGauge(WIaRES'2001 FLRCSB v3.2 FORM 60OA-2001FORM, WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I 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.E CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14024 3382 10266 27662 11759 4229 10495 26482 PASS EnergyGaugeTM' DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist l Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST IRA-22 ATHFR PRPCC12IDT1V= RNPAQ1 MCC 1.,, 4 k— ..,.tea -- ..----.1_-i R... _11 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft, window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier Is installed that extends from, and is sealed to the foundation to the top plate, Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps In gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1,ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed Inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavi between floors. Additional Infiltration regts 606.1,ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 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 rovided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed In accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate 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 D/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. l . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr 3. Number of units, if multi -family I - SEER: 12.05 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? No 6. Conditioned floor area (W) 1732 ft' c. N/A 7. Glass area & type a. Clear - single pane 207.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 36.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.65 d. Tint/other SHGC - double pane 0.0 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 gallonsa. Concrete, Ext Insul, Exterior R=3.0, 1224.0 W _ EF: 0.86 b. Frame, Wood, Exterior R=I 1.0, 56.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=I 1.0, 328.0 ft' _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1883.0 ft' _ 15. HVAC credits PT b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc, Rot: Unc. AH: Garage Sup, R=6.0, 170.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completedbasedoninstalledCjpdecompliantfeatures. r CBuilderSignature: > Date: 0 Address of New Home:t r. II -I., \I t) cstive Cif, City/FL Zip: 2»N PO1 [ PL NOTE; The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPADOE EnergyStary designation), 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, ucfedufor information and a list ofcertified 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) RIGHT-J LOAD AND EQUIPMENT SUMMARY Filename: 1732.bld 11/16/98 1 For: D . R . HORTON By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 Job# 1732 Wthr Orlando FLAP Zone Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 38 Deg F Outside db: 93 Deg F Inside db: 70 Deg F Inside db: 75 Deg F Design TD: 32 Deg F Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 Grains Water 44 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg. Heat Loss 29416 Btuh Structure 22883 Btuh Ventilation Air 0 CFM Ventilation 990 Btuh Vent Air Loss 0 Btuh Design Temp. Swing 3.0 Deg F 1 Design Heat Load 29416 Btuh Use Mfg. Data n J Rate/Swing Mult. 1.00 INFILTRATION Total Sens Equip Load 23873 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 0 Internal Gains 1380 Btuh Ventilation 1496 Btuh HEATING COOLING Infiltration 2769 Btuh Area (sq.R.) 1732 1732 Tot Latent Equip Load 5645 Btuh Volume (cu.ft.) 13856 13856 Air Changes/Hour 0.8 0.4 Total Equip Load 29518 Btuh Equivalent CFM 185 93 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANE Make TRANE Model Model Type Type Efficiency / HSPF 6.90 COP/EER/SEER 10.30 Heating Input 0 Btuh Sensible Cooling 35500 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 35500 Btuh Actual Heating Fan 1200 CFM Actual Cooling Fan 1200 CFM Htg Air Flow Factor 0.041 CFM/Btuh Cig Air Flow Factor 0.052 CFM/Btuh Space Thermostat Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: V 1 3 . 0. 12 SIN 10315 Printout certified by ACCA to meet all requirements of Manual Form J n RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: 1732 File name: 1732 . bld Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* l . Winter Infiltration CFM 0. 8 AC/HR x 13856 Cu.Ft. x 0.0167 = 185 CFM 2. Winter Infiltration Btuh 1.1 x 185 CFM x 32 WinterTD = 6516 Btuh 3. Winter Infiltration HTM 6516 Btuh / 245 Total Window 26.6 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* I. Summer Infiltration CFM 0. 4 AC/HR x 13856 Cu.Ft. x 0.0167 = 93 CFM 2. Summer Infiltration Btuh 1.1 x 93 CFM x 18 SummerTD = 1833 Btuh 3. Summer Infiltration HTM 1833 Btuh / 245 Total Window = 7.5 HTM and Door Area Procedure C - Latent Infiltration Gain 0.68 x 44 gr.diff. x Procedure D - Equipment Sizing Loads 93 CFM = 2769 Btuh 11/16/98 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 Summer TD 990 Btuh Sensible Load for Structure (Line 19) 22883 Btuh Sum of Ventilation and Structure Loads 23873 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 23873 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr.diff. 1496 Btuh Internal Loads = 230 x 6 No. People 1380 Btuh Infiltration Load From Procedure C 2769 Btuh Equipment Sizing Load - Latent 5645 Btuh Construction Quality is: a No. of Fireplaces is: i MANUAL J: 7th Ed. RIGHT-J: V 3 . 0 . 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J C 1732 Job# 1732 Zone: Entire House 11/16/98 A. AN"A1 1 9J. Ed 17TIl JT_1. 3 n 12 Q/Al 11171 C I Name of Room Entire House BR 4 FAM LAUNDRY Running Ft. Exposed Wall I 202.0 Ft. 29. 0 Ft. 41,0 Ft. 7, 0 Ft. 3 Room Dimensions, Ft. 0.0 1, 13. 5 x 12, 0 Ft. 20 . 0 x 20. 0 Ft. 7 , 0 .x 9. 0 Ft. 4 Ceiings,Ft Condit. Option 8.0 heat/cool d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Hog Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg S Gross a 14C 2.5 1.1 1224 232 112 0 Exposed b 12C 2.9 1.9 56 0 56 0 Walls and c 13C 3.2 1.2 328 0 152 56 Partitions d 0.0 010 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 153 5655 23 850 23 850 0 0 Glass Doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 s+ 0 0 7 Windows and North 22.0 19 429 0 0 0 0 0 0 Glass Doors NE/NW 41.0 46 1886 23 943 23 943 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 49.0 142 6939 0 0 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 0 0 0 20 294 199 18 265 179 b 10D 14.7 9,9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 1017 2506 1120 209 515 230 89 219 98 0 0 0 Exposed b 12C 2.9 1.9 36 104 70 0 0 0 36 104 70 0 0 0 Walls and c 13C 3,2 1,21 310 977 363 0 0 0 112 479 171 38 120 44 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1883 3194 4192 162 275 361 400 678 890 63 107 140 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 29 752 0 41 1063 0 7 181 0 b 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 010 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 245 6516 1833 23 612 172 43 1144 322 18 479 135 13 Subtot Btuh Loss-6+8..+1 1+12 26742 3003 4831 1152 14 Duct Built Loss 10% 2674 10% 300 100/1 483 10.1 115 IS Total Btuh Loss - 13+14 29416 3304 5314 1267 16 Int. Gains: People a 300 6 1800 0 0 4 1200 0 0 Appl, a 1200 2 1800 0 0 0++•+ 0 1++•+ 600 17 Suhtot RSH Gain-7+8„+12+16 20803 1706 3900 1098 18 Duct BluhGain 10°/ 2080 10•/ 171 10% 390 10•/ 110 19 Total RSH Gain-(I7+18)•PLF 1.00 22883 1.00 1876 1.00 4290 1.00 1208 20 CFMAir Required 1200 1200 135 98 217 225 52 63 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 newIneT 1 91.v o1ruT_1 9 n 19 C/AI 1n914 I Name of Room BR 2 BR 3 M/BR M/BTH 2 Running Ft. Exposed Wall I 27.0 Ft. I 11.0 Ft. 32. 0 Ft. 10, 0 Ft. 3 Room Dimensions, Ft. 13. 0 x 12. 0 Ft, 11.0 x 15.0 Ft. 13. 0 x 17. 0 Ft. 10.0 x 15.0 Ft. 4 Coiings,Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 810 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Bull) EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Longth Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 96 88 256 80 Exposed b 12C 2.9 1,9 0 0 0 a... 0 so* Walls and c 13C 3.2 1.2 120 0 0 0 Pnrtitions d 0.0 0.0 0 a 0 0 a' 0 e 0.0 0.0 0 0 0 0 so.* f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 91 16 591 a• 32 1113 10 370 Glass Doors b 8C 37.0 0 0 0 0 0 0•+•• 0 0 Heating c 9A 29.9 a+ 0 0 a• 0 o 0 0 0 0 a•• d 0.0 0 0 0 0 0 0 a+•+ 0 0 e 0.0 0 0 0 0 a 0 0 0 0 f 0,0 0 0 0 0 0 0 0 0 7 Windows and North 22.0 2 a•"• 44 2 44 4 89 2 35 Glass Doors NE/NW 41.0 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0 a• 0 0•"• 0 0 a 0 0 0 SE/SW 49.0 14 685 14 685 28 1370 8 413 South 0.0 0 0 0 a'"' 0 0 0 0 0 Horz 0.0 0 a+ 0 0 0 0 0 o 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 80 197 88 72 177 79 224 552 247 70 172 77 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.21 1201 378 140 0 0 0 0 0 0 0 0 0 P.atitions 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 2.2 156 265 347 165 280 167 221 375 492 150 254 334 b 010 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 010 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 27 700 0 11 285 0 32 829 0 10 259 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 16 426 120 16 426 120 32 851 239 10 266 75 13 S%#Aot Btuh Loss-6+8,.+11+12 a 2556 a•' 1759 a+ 3790 1322 a+• 14 Duct Btuh Loss 100/1 256 10'/ 176 10% 379 10•/ 132 15 Total Btuh Loss. 13+14 2812 1935 4169 1454 16 lot. Gains: People© 300 0 0 0 0 1 300 0 0 Appl. !1 1200 0 0 0 0 0 0 0 0 17 Subtot RSH Gain-7+8..+12+16 1425 1296 2737 933 18 Duct Btuh Gain 10°/ 142 10% 130 10% 274 10% 93 19 Total RSH Gain-(I7+18)•PLF 1.00 1567 1.00 1425 1.00 3011 1.00 1027 20 CFM Air Required 115 82 79 75 170 158 59 54 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 MANUAL J' 7th Ed RIGHT•J: 3 0 12__ S/N 10315 I Name of Room BTH KICTHEN DINING 2 Running Ft. Exposed Wall 0.0 Ft. 31. 0 Ft. 14.0 Ft, Ft. 3 Room Dimensions, Ft. 9. 0 x 10.0 Ft. 16.0 x 14.0 Ft. 14.0 x 18. 0 Ft. x Ft. 4 Ceihtgs,Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Bath Area Bath Area Btuh Area Btuh EXPOSURE NO, Htg Clg Length Htg Clg Length Htg Clg Leulph Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 0 248 112 r rr r•r• Exposed b 12C 2.9 1.9 0 0 p r. Walls and c 13C 3.2 1.2 0 r+ 0 r rr r+r• rrr• rrr• Partitions d 0, 0 0. 0 0 r• r++• r•r+ D rw r+r e 0.0 0.0 0 rrr r••+ D rrr• rr• f 0.0 0.0 0 r•• w 0 raw rr 0 r•• r w 6 Windows and a 1C 37.0 0 0 10 370 23 850 Glass Doors b 8C 37.01 0 0 54 1996 0 0 Heating c 9A 29.9 0 0 0 0 0 0 r• d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0,0 0 0 0 0 0 0 7 Windows and Nonh 22.0 0 0 7 153 3 64 Glass Doors NE/NW 41.0 0 0 0•++• 0 0 0 Cooling E/W 0.0 0++++ 0 0 0 0 0 SE/SW 49.0 0 0 57 2795 20 985 South 0.0 0 0 0 0 0 0 Hoa 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 9 Net a 14C 2.5 1.1 0 0 0 184 453 203 89 219 98 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 Partitions d 0,0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0,0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 90 153 200 224 310 499 252 427 561 b 010 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 II Floors a 22A 25.9 0.0 0 0 0 31 804 0 14 363 0 b 010 0.0 0 0 0 0 0 0 0 0 0 c 010 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7,5 0 0 0 64 1702 479 23 612 172 13 Subtot Btuh Loss-6+8..+1 I+12 153 5704 2471 14 Duct Bmh Loss 10•/ 15 10•/ 570 10+/ 247 15 Total Btult Loss - 13+14 168 6275 2718 16 Int. Gains: People 0 300 0 0 0 0 1 300 Appl, a 1200 0 0 1++•+ 1200 0 0 17 Subtot RSH Gain+7+8.,+12+16 200 5328 2180 18 Duct Btuh Gain 10% 20 1 O-A 533 10% 218 19 Total RSH Gain-(17+18)•PLF 1,00 220 1.00 5861 1.00 2398 20 CFM Air Required 7 12 256 307 111 126 Printout certified by ACCA to meet all requirements of Manual J Form MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 SIN 10315 RIGHT-J WINDOW DATA J Job#: 1732 Filename: 1732.bld 11/16/98 W S D W G L S S O N A S O O W C W S N K 1 A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R BR 4 a n ne a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 FAM a n nw a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 LAUNDRY BR 2 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 BR 3 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 M/BR a n sw a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 32.0 4.0 M/BTH a n sw a c n n d y 1 90 1.0 1.0 1.0 4.0 49.0 10.0 1.6 BTH KICTHEN a n se a c n n d y 1 90 1.0 1.0 1.0 3.0 49.0 10.0 2.1 b n sw a c n n d y 1 90 1.0 1.0 1.0 7.0 49.0 54.0 4.9 DINING a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 23.0 2.9 J R BUILDER: D.R.HORTON PLAN : 1732 LOT SUBDIVISION DATE: 1 1/27/01 DRAWN .BY: C,FORTIN U 77YA N09d ,z A(IN tlQ7il Ag 9V7s O/V zrxzP, ti fit' REVISIONS Gel Air ATE BY Heating, Air Conditioning & IZefrWratim,6x.. 28. 02 VJS 109 co coerce "traet . Suite 1101 Lake Mara rl,' 27 tb-6?(_):i flans, 407-6n-26 , axr 07-3 3-385: son MiTek September 17, 2003 MiTek, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Telephone 314/434-1200 Fax 314/434-5334 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I5008171 thru I5008189. Total: 19 drawings. Job :DR1732D Builder D.R. HORTON Location :BAKERS CROSSING County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 19 Truss drawing. 2) Truss Index. i September 17, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use ofthis component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. I, TRUSS INDEX OF JOB DR1732D Trusses included=19 0,"\DR1732D\a.tre" 15008171 1,"\DR1732D\a11.tre" 15008172 2,"\DR1732D\a13.tre" 15008173 3,"0R1732D\a15.tre" 15008174 4,"\DR1732D\a17.tre" 15008175 5,"\DR1732D\a19.tre" 15008176 6,'1DR1732D\a7.tre" 15008177 7,"\DR1732D\a9.tre" 15008178 8,"\DR1732D\ag1.tre" 15008179 9,"\DR1732D\ag2.tre" 15008180 10,nDR1732D\b.tre" 15008181 11,'1DR1732D\bgab.tre" 15008182 12,"\DR1732D\cg.tre" 15008183 13,r'\DR1732DyAre" 15008184 14,"\DR1732D\k.tre" 15008185 15,"\DR1732D\I.tre" 15008186 16,"\DR1732D\rnAre" 15008187 17,"\DR1732D\s.tre" 15008188 0,"\DR1732D\a2.tre" 15008189 i NO.45161 ,k o STATE OF MA June 9, 2003 YWAMN(} - VerW des4n pamxWetere and READ NOTES ON TWS AND RITV=M SIDE BMIORE UM. sissrr•e Design valid lot use only with Mllek connectors. this design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded venially. ApplIcablNty of design parameters and ptoper Incorporation of component Is tesponsibllBy of building designer - not truss designer. Btacing shown Is tot ioteial support of Individual web members only. Addillonal lemporary biocing to Insuie stability during construction Is the responsiblity at the etectof, Additional petmonent "cing of the ovetall shuctum is the iesponslbMy of the building designei. for general guidance tegatding tobilcatbn, quality control, storage, deNvery, erection and bracing, consull CST-88 Quality Standard, OSS-89 !facing Specification, and HIS-91 M iTek® Handling Installing and tracing Recommendation available from Truss Plate Institute, $83 D'Onohb Dilve, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat, building designer, erection supervisor, properly e„ J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 Q 2. Cut members to bear tightly against each other. o o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 cc and embed fully. Avoid knots and wane plates 1/8" from outside edge of a o at joint locations. truss and vertical web. 0 a 4. Unless otherwise noted, locate chord splices C, o at 1 /4 panel length(' 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 P J6 lumber shall not exceed 19%at time of connector plates. fabrication, For tabular plating format refer to the MRek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing, te ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N WWI PANEL TM CUP FORM018,019 OfMRO- IN 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. ` 4 1993 Mtek Holdings, Inc. Job russ Truss Type ty y 1 15008171 DR1732D A ROOF TRUSS 13 1 Job Reference to tional) s e d e-notstrtes, nc. on un age 10 1 7-M 13.63 20-0-0 26-5.13 32.11.11 40-0-0 J1:L)-? 1-0.0 7-0-5 0-5.13 8-5-13 6.5-13 e-5-73 7-" 1-0-0 Scale = 1:75.6 5xe = 5 6.00 FIT 3x4 3x4 4 6 5xe i 5x6 3 7 82 9Ig 3x8 14 13 12 11 10 3xe — 3x4 = Us = 3x8 = Us = 30 = 10-3-4 20-0-0 29-8-12 40-0-0i + 1034 9.8-12 9-8-12 10-34 Plate Offsets LOAEANG (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.21 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 SC 0.82 Vert(TL) -0.53 12-14 >890 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.14 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.11.7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5.3-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 =1952/0-8-0, 8 =1952/0-8-0 Max Horz 2=-229(load case 5) Max Uplift2—801 (load case 4), 8—801 (load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3208, 3-4=-2881, 4-5=-2025, 5-6=-2025, 64=-2881, 7-8=-3208, 8-9=17 SOT CHORD 2-14 = 2833, 13.14 = 2353, 12-13 = 2353, 11-12 = 2353, 10.11 = 2353, 8-10 = 2833 WEBS 3-14=-374, 4-14-520, 4-12--786, 5-12=1331, 6-12=-786, 6-10-520, 7-10=-374 NOTES I Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 801 lb uplift at joint 2 and 801 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, FL Lic W 161 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Ced,#16634 WAMNG - VerW siesign panametan and READ NOTES ONTHM AND REVZPS6 SWE BZMRfS 00. vasa! e Design valid foi use only with MiTek connectors. This design Is based only upon paiameteis shown, and Is lot an Individual building component to be Installed and loaded vedicaity, App4cobMy of design patometeis and proper Incotpotatlon of component Is iesponslbiNty of building designer - not truss designer. &acing shown Is for lafetal support of Individual web members only. Additional temporary biocing to insure stability duiktg construction Is the responsibility of the emetot. Additional permanent bracing of the overall shuctuie k the responsiWitly of the building designer. Foi general guidance isigoiding fabik:ation, qual"y confiol, stoiage, dellvety, wrection and bracing, consuB OST-88 Quality Standard, 036-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation avallabb m lafroTrussPlateinstitute, 593 D'OnohDilve, Madison, Wl53710, MiTek® Symbols PLATE LOCATION AND ORIENTATION t3/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, Uis 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of a0trussandverticalweb. H This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Vn-4 Indicates location of joints at which bearings (supports) occur. FORM016,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N e MiTek® NMRO—A1R General Safety Dotes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, TM erection and installation of trusses. ` A. PANEL CUP 41993 Mi#ek Holdings, Inc. Job I ruse Truss Type ty y 4, 15008172 DR1732D All ROOF TRUSS 1 1 Job Reference ionalt s e t o n usmes, i( o on) Jun Ou 10: age 1.1.m 5-9-4 It-" 1 17-041 23-0-0 29-0.0 34.2-12 40-0-0 41-0 0 1-0-0 5-" 5.2-12 6-0-0 8.0.0 6-0-0 5.2-12 5-94 1.0-0 Scale = 1:70.3 5x6 = 5x8 = Us= 3x4 = 4 5 6 7 6.00 12 2x4 2x4 i 3 8 us 1 10Ir7 d 3x8 = 15 14 13 12 11 Us _ Us = 3x8 = 3x4 = 3x8 = 3x8 = 11.0-0 20.0-0 29-0-0 40-0-0i 11-0-0 9.0.0 9-0.0 It-" Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) -0.26 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.87 Vert(TL) -0.52 11-13 >908 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.16 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-15, 6.11 REACTIONS (lb/size) 2 =1952/0-8-0, 9-1952/0-8-0 Max Horz 2=-137(load case 5) Max Uplift 2 = -706(load case 4), 9=-706(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2-17, 2-3=-3258, 3-4=-2891, 4-5--2607, 5-6=-3212, 6-7=-2607, 7.8=-2891, 8-9=-3258, 9-10-17 BOT CHORD 2-15-2868, 14-15-3165, 13-14=3165, 12-13=3165, 11.12=3165, 9-11 =2868 WEBS 3-15--319, 4-15=871, 5-15=-768, 5-13=101, 6-13=101, 6-11 --768, 7-11 =871, 8-11 =-319 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2 and 706 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Ceit.#6634 A WAxmNO - Verj& dedyn panmutws and mLw NOTES oN Tim AND R6tr&RSB SIUB Br"R6 uss. rrstatttiat e Design valid tot use only with Mliek conneotots. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design porametets and propel Incorpotation of component Is tesponslblifty of building deslgner - not huss deslgnet. siccing shown It tot kNeial support of Individual web member only. Additional temporary bracing to Insure stability duiing eonshuetion Is the tesponslblilty of the elector. Additional permanent bNeIng of the oveiall shuctuts It the responsiblilty of the building designer. For general guidance regatdIng tabrlcation, quoiRy conhoL storage, delivery, stectlon and bracing, consult CST-88 Quality Standard, DSO.89 Bracing Specification, and 1118-91 Handling Installing and Bracing Itsmm camendallonavailablefroTtussPlots Institute, $93 D'Onohb Drive, Madison, WI53719. M iTe' k Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause PropeCtj/ 13/14 * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. Ys J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc7a other. o WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 0 Q joint and embed fully. Avoid knots and wane plates IA" from outside edge of O a = J- at oint locations. l truss and vertical web. o a 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) ca C, uo BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised in handling, OW PANEL TM CLIP erection and installation of trusses. 1 "3 Mitek Holdings, Inc. FORM016,o19 anroa-nines ® ItMR0,4fR0 Job russ Truss Type ty y 15008173 DR1732D A13 ROOF TRUSS 1 1 Job Reference to tional) s e I e-notstr es, nc. on un age tt-0.9 6-9-4 13.0-0 I 20-0-0 I 27-M 33-2-12 I 40-0-0 41-0-0I 1-0-0 6-94 e-2-12 7.0.0 7-0-0 6-2-12 8 94 1.0-0 Scale - 1:70.3 54 = 2x4 11 5xe = 4 5 6 6.00 12 2x4 2x4 3 7 cp 2 8 9I{ d1 3x8 — 14 13 12 11 10 3x8 30 = 34 = 3x8 = 3x6 = 3x4 = 10-3.4 20-0.0 29.9.12 40.0.0 1034 9-8-12 9-8-12 10.3.4 Plate offsets LOALSNG (psf) SPACING 2-0-0 CSI DEFL in Doc) I/defl PLATES TRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 VertILL) -0.22 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.54 12.14 >880 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.14 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D *Except* TOP CHORD Sheathed. 4-6 2 X 4'SYP No.1 D BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1952/0-8-0, 8=1952/0-8-0 Max Horz 2=-15711oad case 5) Max Uplift2 - -7320oad case 4, 8--732(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3225, 3-4=-2887, 4-5=-2773, 5-6=-2773, 6-7=-2887, 7.8=-3225, 8-9=17 BOT CHORD 2-14 = 2847, 13-14 = 2396, 12-13 = 2396, 11-12 = 2396, 10-11 = 2396, 8-10 = 2847 WEBS 3-14=-363, 4-14=481, 4-12=517, 5-12=-511, 6-12=517, 6-10=481, 7-10=-363 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 732 lb uplift at joint 2 and 732 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, FL Lie 045 1 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 44WARNING - V+rrW design parametors and RSAD NOTES ONTHIS AND RBVXJM SIDE Bir"RB 11M. 1011111111108DesignvalidforuseonlywithMITekconnectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper incorporation of component Is tesponslbStty of building designer - not truss designer. Bracing shown k for lateral support of Individual web members only. Additional tempototy bracing to insure stability during construction Is the tesponslbillly of the erector. Additional permanent btlscing of the overall structure Is the tesponsibilly of the building designer. For general guidance tegarding fabrication, quality control, storage, delivery, erection and bracing, consull QST-88 Quality Standard, OSI.89 Bracing Specification. and HIS-91 MiTek® Handling Installing and bracing Recommendation available from Ttuss Plate Institute, 583 D'Onohio Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I/e" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang•Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS C2 Q az WEBS J5 0cc0 U O 0. O U a u c FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1691, 1329, 4922 87206,86217,9190 870040-N, 930013-N, 910080-N 14! 0 MiTek° fMRO,A/R TM PANEL CLIP AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. ` 1"3 Mitek Holdings, Inc. Job russ Truss Type ty y 15008174 DR1732D A15 ROOF TRUSS 1 1 Job Reference (o tional) sFebi eindustries, nc, on Jun age 7-94 15-0-0 1 20.0-0 1 25-0-0 i 32-2-12 l 40-0-01 1-0-0 7-94 7-2-12 5-0-0 5-0-0 7-2-12 7-9.4 1-0-0 Scale - 1:70.4 5xe = 30 = 5x8 = 8.00 12 4 5 8 5x8 i 5x8 3 7 d 8 axe = 13 12 11 10 3x8 20 11 Us = 5x8 = 20 11 7-9.4 15-0.0 ) 25-0-0 32-2-12 40-0.0 _ i ) 7.9,4 7-2-12 10.0.0 7.2-12 7-9d Plate offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 Ven(LL) -0.20 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.77 Vert(TL) -0.56 11.12 >845 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.14 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 210lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-12, 5-12, 5-11, 7-11 REACTIONS 0b/size) 2=1952/0-8-0, 8=1952/0-8-0 Max Horz 2=-178(load case 5) Max Uplift 2 = -755(load case 4), 8=-7550oad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =17, 2-3=-3208, 3-4=-2520, 4-5 =-2253, 5-6 =-2253, 6-7 = -2520, 7-8=-3208, 8-9 =17 BOT CHORD 2-13 — 2838, 12-13 = 2835, 11-12 = 2373, 10.11 — 2835, 8-10 = 2838 WEBS 3-13=147, 3-12=-665, 4-12=676, 5-12=-217, 5-11 --217, 6-11 =676, 7-11 =-665, 7-10=147 NOTES 1) Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7.98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 755 lb uplift at joint 2 and 755 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, FL Lie #45 it MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 44WARKINO - Vsr(f jldesign paranwtery and READ NOTES ON THIS AND RE VERSE SIDE BEFORE ESE. Design vall d for use only with MiTek connectors. this design Is based only upon pawmeters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component It responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary braohg to Insure stabllBy during aondructlon Is the responsibility of the erector. Additional permanent brarchg of the overall structure Is the responsibility of the building designei. For general guldoncs El regarding fabrication, quality conhot storage, dell"iy, erection and bracing, consull CST-68 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M Tek® aHandlingIndalllnandBracingRecommendationovatablefromTrussPlateInstitute, $93 D'Onotrb Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, All a Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular Pliating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing, 101:1, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING V nA Indicates location of joints at which bearings (supports) occur, FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N mil 0 M Teke ffMRQ,A/R AGeneral Safety Dotes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, MW TM erection and installation of trusses. PANEL © 1M Mitek Holdings, Inc. CLIP Job russ cuss ype ty y r. 15008175 DR1732D A17 ROOF TRUSS 1 1 Job Reference o tionaq s e i -en ustnes, no. on un age it 6-0.5 11-6-3 17.0.0 23.0.0 28-5-13 33.11.11 40-Ml 1-0-0 6-" 5.5-13 5.5-13 6-0.0 5-5-13 6.5.13 6.0.5 1-0-0 Scale = 1:70.3 5x6 = 5x8 = 8.00 12 5 8 3x4 y 3x4 4 7 5x8 4 5x6 3 8 ab 2 9 1 toil axe - 16 15 14 13 12 11 3x8 3x4 = 3x8 = 3x4 = 3x4 3x8 = 3x8 = 8.9.4 17-0-0 23-0-0 31-2-12 40.0-0 8.9.4 8-2-12 6.0.0 8-2.12 8-9-4 Plate offsets - - : - ' LOAMNG (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) -0.20 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.41 11-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.14 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 221 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 5.8-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 =1952/0-8-0, 9 =1952/0=8-0 Max Harz 2=198(load case 4) Max Uplift2 = -775fload case 4, 9--775(load case 5) FORCES (lb) - First Load Case Only TOPCHORD 1.2 =17, 2.3 = -3292, 3-4--3025, 4-5 = -2314, 5-6 =-2078, 6.7 = -2314, 7-8 = -3025, 8-9 - -3292, 9-10 -17 BOT CHORD 2-16=2901, 15-16=2526, 14-15=2526, 13-14=2078, 12-13=2526, 11-12=2526, 9-11 =2901 WEBS 3-16=-287, 4-16=419, 4-14=-657, 5-14=612, 6-14=-0, 6-13=612, 7-13=-657, 7-11 =419, 8-11 =-287 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 775 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 161 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6834 WA& mm - Vsr{ jy d*,4n par a ssoters and 7it6A0 NOTa9 oN TestsAND Rnwilitat SIDS Rmosts low. Design valid for use only with Mitek connectors. This design is based only upon parameters shown, and is for on Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responslblSty of building designet - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability dufing construction is the iesponsiblilty of the ereolor. Additional permanent bf'acingof the overall shucture is the iespondblllty of the building designer. For general guidance regarding tabrioation, quol"y control, storage, delivery, election and bracing, consull OST-88 Quality Standard, 031.89 Bracing Specification, and HIS-91 MiTek® HandlingInstallingandtracingRmecomendaationvailablefromTrussPlateInstitute, Us D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/, * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 X plates IA" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WnA Indicates location of joints at which bearings (supports) occur. ME WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MTeko 1111111111 m. MANEL TM CLIP General Safety Motes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parfies., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 114 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plafing requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, it no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connecfions to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construcfion materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 01M Mitek Holdings, Inc. FORM019,010 QA?4Q-hW1_ OD OfMRO,A/R 0 Job ruse Truss Type ty y 15008176 DR1732D A19 ROOF TRUSS 1 1 Job Reference (o tional) N-DH, sFebI e Industries, nc. on un 09 10:53:14age 1 0 Q 8.8-5 12-10-3 19-04) 21-0-01 27-1-13 33311 40.00 4i14 1. 0-0 8.8.5 6.1-13 6-1-13 2.0-06-1-13 6-1-13 8.8-5 1-0-0Scale = 1:78.7 5x6 = 5x8 = 5 8 8. 00 12 3x4 i 3x4 4 7 Sxe i Sx8 3 8 d 1 2 9 10 1 3x8 = to 15 14 13 12 11 3x8 — 3x4 = 3x8 = 3x4 = 3x4 = 3x8 = 3x4 = 9. 94 19-0-021.0.0 30-2-12 40-0-0 9- 9.4 9.2-12 2-0-0 9-2-12 9-9.4 Plate Offsets LOACONG ( psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert(LL) -0.29 11-13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.50 11-13 >950 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.14 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 216 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 3-2-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS ( lb/size) 2=1952/0-8-0, 9 =1952/0-8-0 Max Horz 2=-218(load case 5) Max Uplift 2 = -794(load case 4), 9=-794(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=36, 2-3--3433, 3-4=-3113, 4-5=-2244, 5-6=-1921, 6-7=-2244, 7-8=-3113, 8-9=-3433, 9-10=35 BOT CHORD 2-16=2946, 15-16=2459, 14-15=2459, 13-14=1921, 12-13=2459, 11-12=2459, 9-11 =2946 WEBS 3-16=-373, 4-16=539, 4-14--787, 5-14=667, 6-13=667, 7-13=-787, 7-11 =539, 8-11 =-373 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 794 lb uplift at joint 2 and 794 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 I MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chestef td, MO, 63017 FL Cert,#6634 WARNLNG . verW design ,parounecera and Raton NOTES AN THIS AND RBVMW sma BKMRR USE. Use Design valid rot use only with Maek connectors. Thk design Is based only upon poiameteis shown, and It lot on Individual building component to be Installed and boded vertically. Applicability of design powmeteis and ptopet Incoiporatlon of component It tesponsINItty of building designer - not puss designer. Bracing shown Is lotlateral support of Individual web membets only. Additional temporaty biookrg to Insure stability during conshucllon Is the tesponsibl8ty of the erectof. Additional permanent blbcing of the overall shucture is the responsibNlty of the building designer. Fat general guidance tegaiding tobrbatlon, quality controt storage, delivery, *#action and btocing, consu8 OST-68 Quality Standard, OSB-89 Bracing Specification, and NIB-91 MiTek® HandlingInstallingandBtacingItecommenciallonavollabbmlioTrussPlateInstitute, 593 D'Onoftb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of a0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. M Teke FORM018,019 A&L:-.0 HMR0,4/R (9) AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANELTM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, N no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. ` 1993 Mitek Holdings, Inc. Job russ russ ype ty DR HURT N 15008177 DR1732D A7 ROOF TRUSS 1 Job Reference (o tionaq s e I e n uSt ies, na on un age i1-0-9_ 3.94 7.0.0 13-6-14 1 20-0-0 26-5.2 1 33-0.0 36.2-12 1 404.0 4100 1 0 0 3-94 3-2-12 6-6-14 eS2 6-5-2 6-6-14 3.2-12 3-9-4 1-0.0 Scale - 1:70.3 5x8 = 5x8 = 4x8 = 7x8 = 4x8 = 6.00 52 4 5 6 7 a 2x4 8x4 i 3 9 O rh 2 10 1 11[ dy 3x8 = 18 15 14 13 12 axe — 3x4 = 5xe = 3x8 = 5xe = 3x4 = 7-0.0 13-6-14 20-0-0 26.5.2 33-0.0 40-0-0 7-0-0 6814 6-5-2 65-2 6-6-14 74-0 Ste Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0,37 Vert(LL) 0.49 14 >958 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TU -0.68 14-15 >691 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.20 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl - 360 Weight: 444 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 5-1-10 oc purlins. 4-6 2 X 6'SYP SS, 6-8 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 6-0-3 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* 13-15 2 X 4 SYP No. 1D WEBS 2 X 4 SYP No.2D REACTIONS (lb/size) 2 = 3876/0-8-0, 10 = 3876/0-8-0 Max Horz 2=-95(load case 5) Max Uplift 2=-1941(load case 3), 10=-1941(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-7309, 3-4=-7330, 4-5=-10269, 5-6=-11434, 6-7=-11434, 7-8=-10269, 8-9=-7330, 9-10--7309, 10- 11 =17 BOT CHORD 2-16= 6370, 15-16=6610, 14-15=10269, 13-14-10269, 12.13=6610, 10-12=6370 WEBS 3-16=238, 4-16=696, 4-15=4146, 5-15--1683, 5-14=1324, 6-14=-991, 7-14=1324, 7-13=-1683, 8-13=4146, 8-12=696, 9- 12=238 NOTES 11 2-ply truss to be connected together with 1 Od Common(. 148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Unbalanced roof live bads have been considered for this design. 3) Wind: ASCE 7-98 per FBC2001; 120mph; h -18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL= 1.33. 41 Provide adequate drainage to prevent water ponding. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1941 lb uplift at joint 2 and 1941 lb uplift at joint 10. 6) Girder carries hip end with 7- 0.0 end setback 71 Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 383.91b up at 33-0.0, and 603.21b down and 383.91b up at 7.0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pill Vert: 1-4=-74. 0, 4-8=- 154.2, 8-11--74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Concentrated Loads (Ib) Junaidie Budiman, FL Lic # 45 4 Vert: 16=-603.2 12=-603.2MiTekIndustries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.# 6634 O WAIiMNO - VerM design parnsnetere and READ NOTESONTWS AND R6 VZRSC SIDE BEFORE USE, uew Design validtot use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be installed and loaded verHcaBy. Applicability of design paameters and paper Incotporalion of component is tesponsiorltly of building designer - not truss designer. Bating shown is tot lateral support of Individual web membsts only. AddBional temporary bracing to Insure stability cluiing construction is the responsibility of the erector. Additional permanent brbcing of the overall shucture is the responsibilty of the building designer. For general guidance tegaiding fobtioation, quality control, storage, delivery, erection and bracing, consul) OST-68 Quality Standard, OSO.89 gracing Specification, and HIB-91 MiTek® Handling Installing and Orating Bscm omenddfrm lonavailableoTtuaPlateInstitute. 583D'OnoeioDrive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a For 4 x 2 orientation, locate 0 plates I/a" from outside edge of 0trussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4e continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N e El MTek® PANEL TM CLIP A&General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4, Unless otherwise noted, locate chord splices at 114 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or after truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM016,019 Job Ifuss Truss Type ty y 15008178 DR1732D All ROOF TRUSS 1 1 Job Reference (o tional) s e e n ustnes, nc. on Jun age 1-0.0 4-9-4 9.041 14-6-0 20-0-0 1 25.84) I 31.04) 35.2-12 40-04) 41-0 eI } 1 1-0-0 4-9.4 4-2-12 580 5-e-0 5-6-0 5-6-0 4.2-12 4.9.4 1-0-0 Scale = 1:70.3 5x6 = SA3x4 = 5x6 = 3x4 = 6.00 12 4 5 6 7 8 2x4 'Z- 2x4 i 3 eg 4 1 2 10 11Id 3x8 = 17 18 15 14 13 12 3x8 3z8 = 3x6 = 3x4 = 3x8 = 3x4 = 3x8 = 9-0-0 16.4-0 23-8.0 31.0-0 , 40-0-0lI + 9-0-0 7.4.0 74-0 7-4-0 9-0-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loci I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) -0.32 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.57 14-15 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TU 0.18 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-9-9 oc purlins, BOT CHORD 2 X 4 SYP'No.2D BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5.17, 7-12 REACTIONS (lb/size) 2=1952/0-8-0, 10=1952/0.8-0 Max Horz 2=-I16(load case 5) Max Uplift2 = -689(load case 3), 10=-689(lood case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3335, 3-4--3068, 4-5=-2774, 5-6=-3797, 6-7=-3797, 7-8=-2774, 8-9=-3068, 9-10=-3335, 10-11-17 BOT CHORD 2-17=2925, 16-17=3657, 15-16=3657, 14.15=3961, 13-14=3657, 12-13=3657, 10-12=2925 WEBS 3-17=-206, 4-17=1006, 5-17=-1160, 5-15=376, 6-15=-261, 6-14=-261, 7.14=376, 7-12=-1160, 8-12=1006, 9-12=-206 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; It =18ft; TCDL - 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1,33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 689 lb uplift at joint 2 and 689 lb uplift at joint 10. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 + MiTek Industries, Inc. 14SIS North Outer Forty nve Suits 300 Chesterfield, MO, 63017 FL Cert#8634 r& WARMNO - v:rVy do tym pa„a~ters and PJLW NOTES ON rms AND IlusVZRSX erns REMI a Esc. •ne.. Design valid lot use only with MBek connectors. This design k based only upon parameters shown, and is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibcIng of the overall structure is the tssponslblilty of the building designer. For general guidance M1 regarding tabrlcatfon, quality control, storage, delivery, election and bracing, consul) OST-83 Oualpy Standard, DSB-89 Bracing Specification, and HIS-91 iTe k40InstallingstallingandBracingRecommendationavailablefromTrussPlateInstitute, 593 D'Onofdo Drive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 For 4 x 2 orientation, locate 0 X plates 1/e" from outside edge of otrussandverticalweb. H This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the Mlrek/Gang-Nall! Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N 19! MiTek® ZL"6 NVDAO,A/Rt TM PANEL CLIP AGeneral Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1M Mi#ek Holdings, Inc. Job russ russ ype ty y HORTON 15008179 DR1732D AG1 ROOF TRUSS 1 1 JobReference (o tionap sFebr Industries, nc. on un age 7- 1-5 13.8.0 I 20-0-0Rl-", 27-5.13 I 33-5.11 I 40-M 41-0.0 I1-" 7-" 64.11 88-0 141-0 5.11-13 5-11-13 6.6.5 1-0-0 Scale = 1:71.6 5x12 II 5 Us 6. 00 52 6 4x6 i 3x4 47 Us G II 5xe I I3 8 502 = 16 7x8 = 6x8 = 1 2 9 10IT d Sx10 = 3x8 = 16 14 13 12 11 axe 2. so Fl2 5x8 6- 11-0 13.6-0 19-0-0 + 21-6-0 + 27-5.13 33511 40.0.0 FiI116- 11-0 6.7-0 5S0 2-6.0 5.11-13 5.11-13 I 8. 8-5 Plate offsets e , LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) i/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.50 Vert(LL) 0.12 2-20 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.18 2-20 >999 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.03 16 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 326 lb LUMBER BRACING TOP CHORD 2 X 4 SYP,No.2D TOP CHORD Sheathed or 5-3-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15- 17 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP'No.3 REACTIONS ( lb/size) 2 = 686/0-8-0, 16 = 2444/0-4-0, 9 = 817/0-8-0 Max Horz 2 = 228(load case 4) Max Upiift2=-3450oad case 4), 16=-848(load case 4), 9=-5330oad case 5) Max Grav 2 = 721(load case 6), 16 = 2444(Ioad case 1), 9 = 956(load case 7) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2 = 30, 2-3=-1130, 3-4 = 256, 4-5 =1365, 5-6 =1019, 6-7 = 684, 7-8 = -440, 8-9 = -1082, 9-10 = 34 BOT CHORD 2-20=932, 19-20=823, 18-19=21, 17-18=41, 4-17=367, 16-17=-128, 15-16=-568, 13-15-103, 6- 15=461, 13-14=0, 12-13=4, 11-12=862, 9-11 =865 WEBS 3-19=-211, 17-19=1058, 3-17=-1069, 4-16=-1067, 5-16=-1383, 6-16=-581, 12-15=393, 7-15=-853, 7- 12=173, 8-12=-642, 8-11 =151 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 2, 848 lb uplift at joint 16 and 533 lb uplift at joint 9. LOAD CASEIS) Standard Junaidie Budiman, FL Lic #45 E MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 4& WARNING - VerVy design parameters and READ NOTES ON THM AND REVBRSE SIDE BEFORE USE. sysessss® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure k the iesponslbillty of the building designer. For general guidance El regarding fabrication, quality control, storage, deitveiy, erection and bracing, consuit OST-88 Quality Standard, OSB-89 Bracing SpecRlcallon, and HIS-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrto Drive, Madison, WI $3719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1/ securely seat. J2 J3 J4 owner and all other interested parties.. 6 TOP CHORDS 2. Cut members to bear tightly against each other. VVEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 3 a:jointN and embed fully. Avoid knots and wane from outside edge ofplattruss o a at joint locations, a dtrussand vertical web. a o 4. Unless otherwise noted, locate chordsplices at A panel length(+ 6" from adjacent joint.) ceC, BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Id! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTekG engineer. 15. Care should be exercised in handling, r PANEL TM CLIP ® erection and installation of trusses. 1" 3 Mitek Holdings, Inc. PORM019, 019 NMRO,A/R0 Job Truss rues Type ty y 15008180 DR1732D AG2 ROOF TRUSS 1 1 Job Reference (0 tionap s e t o n ustnes, nc, on un : 1 2003 Page 7 0-01 6.11-0 1 13-6.0 i 14-11-01 20-" e a 1- 0.0 6.11-0 6.7-0 1-" 5.7-0 1.0.0 4x8 11 Scale = 1:50.6 2x4 11 6. 00 1z 2x4 11 5 2x4 II 4 2x4 11 5x6 . 6 7 j$ 3 5x12 = 2x4 11 3x4 012 II i I 2xa 11 11 4 I I 2xa II 2x4 II 0 1 2 v 2x4 11 3x4 g 2. 50 12 2x4 11 2x4 II 6- 11-0 13.5-4 12*-o 19-2-0 , 20-0-0 , 16- 11-0 6-6-4 0.0-12 5-8-0 1-4-0 Plate offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) 0.05 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 VertITL) -0.12 2-10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(TL) 0.04 9 n/a BCDL 10.0 Code FBC2001 1 at LC LL Min I/defl = 360 Weight: 137 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. SOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6- 8 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 8 SYP No.2ND REACTIONS ( lb/size) 2 = 689/0-8-0, 9 -1011 /0-8-0, 6 - 372/0-8-0 Max Horz 2=3690oad case 4) Max Uplift 2 = -278(load case 4), 9--482(load case 4), 6--214(load case 51 Max Grav 2 = 68911oad case 1), 9=1011(load case 1), 6 = 3960oad case 7) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=is, 2-3=-933, 3-4=214, 4-5=214, 5-6=-14, 6-7=20 BOT CHORD 2-10=838, 9-10=0, 8-9--946, 4-8=-293, 6-8=13 WEBS 3.10--158, B-10=945, 3-8=-1040, 5-8=-397 NOTES 1) Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable and zone; cantilever left and right exposed ;lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 2, 482 lb uplift at joint 9 and 214 lb uplift at joint 6. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. LOAD CASE(S) Standard Junaidie Budiman, FL Lie #46 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Certill WA NZNG - VerW deetyn parameters and R&W NOTES ON TgIB AND REVERSS EWE BZMR6 f rm. ...® Design valid lot use only with Mlfek connectors. This design is based only upon parameWs shown, and is lot an IWtvldual building component to be Installed and toddled vertically. Applicabilty of design potometeis and piopei Incorporation of component is tesponslblllty of building designer . not buss designer. Biacing shown Is tot Weial support of Individual web members only. Additional temporary bracing to Insuie stability dwing construction is the responsibility of the erector, Additional permanent bihoing of the ovetaR shuclum Is the responsibility of the building designer. Pot genetal guidance regotding iabrtoatlon, quality control, storage, delivery, erection and bracing, consult CST-68 Quality Standard, DSI.89 gracing Specification, and HIII-91 Handling Installing and Bracing m Tr gRecommendationavailablefromPlate Institute, $83 D'Onoftto Drlve, Madison, WI $3719. M iTek Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. H This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM 16,019 WISC/DILHR 870040-N, 930013-N, 910080-N fa! 0 MiTek" NYDR©,A1R TM PANEL CUP General Safety [dotes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(+ 6' from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. IM Mitek Holdings, Inc. Job russ cuss ype ty y 15008181 DR1732D B ROOF TRUSS 1 1 Job Reference (o la" une Industries, ncon age 5. 2-12 1 10.4-0 15S4 21.1-0 22-1-0 s2. 12 5.1-4 5.1-4 5.7.12 1.0-0Scale = 1:39.0 4x6 = 3 6. 00 12 2x4 \\ 2x4 2 4 1 5 6 I 3xe 11 3x4 = e 7 3X4 = 3x4 = 5x6 = 1 6.11 3 13-8-13 21.1-0 6- 11.3 6-9-11 7-4.3 i Plate Offsets e - e LOADING ( psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 VertILL) -0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.13 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.03 5 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 97 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-10-8 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS ( lb/size) 1=972/0.1-8.5=1076/0-8-0 Max Horz 1 =-1440oad case 5) Max Uplift --3770oad case 4), 5--460(1oad case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2--1475, 2-3=-1276, 3-4=-1290, 4-5=-1493, 5-6-17 BOT CHORD 1-8 =1290, 7-8 = 908, 5-7 -1314 WEBS 2-8--278, 3.8-439, 3-7=463, 4-7--300 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 1 and 460 lb uplift at joint 5. LOAD CASEIS) Standard Junaidie Budiman, FL Lic #45 t MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WARMNO - vrrVy dreiyss parameters and R.BADNOTES ON TarsAND R3VZJtSR SLIDE 19BPORa USX. •. r Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vert"lly. Applicability of design parameters and proper Incorporation of component k responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the wsponsiblllty of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consull GST-aa Quality Standard, DSI-89 Bracing Specification, and HIS-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 5a3 D'Onohb Drlva, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION t 3/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate v plates IA" from outside edge of otrussandverticalweb. H This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTek® rM PANEL CLIP AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4, Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. ` 0 1M Mitek Holdings, Inc. Job russ Truss Type ty y 15008182 DR1732D BGAB ROOF TRUSS 1 1 Job Reference to liana)) s P. s, IRman Jun age 1 - 1-0-0I 10 9-021 6 0 1 22-6-0 1- 0-0 10-" to." Seale = 1:39.2 Us 7 2x4 I I 2x4 11 e 6 800 52 2x4 II 2x4 II 5 9 2x4 11 2x4 11 4 to 2x4 11 2xa II 3 If 2 12 3Ig 3x4 __ 22 21 20 19 t6 17 16 15 14 3x4 - 2x4 11 2x4 11 2x4 11 2x4 11 54 = 2x4 11 2x4 11 20 11 2x4 11 21- 6-0 21-" ate... : Sets LOADING ( psf) SPACING 2-0-0EWB DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 0.08 Vert(LL) n/a - n/a M1120 2491190 TCDL 7.0 Lumber Increase 1.33 0.05 Vert(TL 0.00 13 > 999 BCLL 0.0 Rep Stress Incr NO 0.07 Horz(TL) 0.00 12 n/a BCDL 10.0 Code FBC2001trix) 1 st LC LL Min I/deft = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS2X4SYPNo.3 REACTIONS ( lb/size) 2 = 212121-6-0, 18 =172/21-6-0, 19=187/21-6-0, 20=192/21-6-0, 21 = 171/21-6-0, 22 - 241 /21-6-0, 17- 187/21-6-0, 16 =192/21-6-0, 15 =171 /21- 6-0, 14 = 241 /21-6-0, 12 = 212/21-6-0 Max Harz 2=- 134(load case 5) Max Uplift 2 = - 650oad case 4), 19=-111(load case 4), 20=-121(load case 4), 21 =-109(load case 4), 22=-143(load case 4), 17=-1080oad case 5, 16=-122(load case 5), 15--109(load case 5), 14=-1420oad case 5, 12=-90(load case 5) Max Grav 2 = 212(load case 1, 18=172(load case 1), 19 =1930oad case 6). 20=192(load case 1), 21 =171(load case 61, 22 = 241(load case 6), 17 =193(load case 71, 16=1920oad case 1, 15=1710oad case 71, 14 = 241(load case 7), 12 = 212(load case 1) FORCES 0b) - First Load Case Only TOP CHORD 1- 2-33, 2-3-28, 3-4=-56, 4-5=-51, 5-6=-52, 6-7=-52, 7-8--52, 8-9=-52, 9-10=-51, 10.11 =-56, 11-12=-65, 12-13-33 BOT CHORD 2- 22-17, 21-22-17, 20-21-17, 19-20-17, 18-19=17, 17-18=17, 16.17=17, 15-16=17, 14-15=17, 12-14-17 WEBS 7-18-- 132, 6.19=-147, 5-20=-151, 4-21 =-137, 3-22=-184, 8-17=-147, 9-16=-151, 10-15=-137, 11.14--184 NOTES 1) Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-98 per FBC2001; 120mph; h -18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1,33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable requires continuous bottom chord bearing. 5) Gable studsspacedat2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 2, 111 lb uplift at joint 19, 121 lb uplift at joint 20, 109 lb uplift at joint 21, 143 Ib uplift at joint 22, 108 lb uplift at joint 17, 122 lb uplift at joint 16, 109 lb uplift at joint 15, 142 lib uplift at joint 14 and 90 lb uplift at joint 12. LOAD CASE(S) Standard Junaidie Budiman, FL Lic fk45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cart illiNU AWAi4MNO - V*r & desdyn ;parameters and #M" NTOTEB ON TMS AND TWIT W SWJC BEP'Oit26 USE. arse Design vasd tot use only with Mftek connectofs. This design is Dosed only upon parameters shown, and is tot an Individual building component to be Installed and loaded vertically. Applicability of design pofameten and proper Inowpotatlon of component is iesponslbSBy of building designed - not huss designer. Itracing shown Is tot lateral support of Individual wsb members only. Additional tempofafy brocing to Insure stability duiing construction k the iesponslbUity of the erector. Additional peimanent bilscing of the overall structure k the responslbllty of the building designer. For general guidance fegofding fobtloatlon, quality conhol, storage, delivery, siectlon and bracing, consul QST-at Quality Standard, OSS•99 tracing specification, and HIt-91 MiTek® Handling Installing andtracingRecommendationavailablefromTrussPlatsInstitute, 593 D'Onofflo Dfive. Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. r TOP CHORDS 2, Cut members to bear tightly against eachc c other. Cr WEBS J5 oNc. 3. Place plates on each face of truss at each For 4 x 2 orientation, locate' 0 Cr joint and embed fully. Avoid knots and wane plates r/a" from outside edge of v o d ti at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at / 4 panel length(+ 6" from adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format rotor to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7, Camber is a non-structural consideration and MiTek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. toslots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MTek® engineer. 15. Care should be exercised in handling, TM f PANEL CLIP erection and installation of trusses. 01993 Mitek Holdings, Inc. FORM019, 019 HMRO-AIA Job russ russ ype ty y 150081$3 DR1732D ' CG ROOF TRUSS 1 1 Job Reference l0 tional) sFebI e n ustnes, nC. on jun age 10-0 6.11-0 I 13-100 14-10-0 11-0-0 6.11-0 6-11-0 I f 1-0-0 Scale = 1:26.7 US = 3 20 II 2x4 II 6.00 12 2x4 11 2x4 II 6 0 2 20 11 5x8 = 2x4 11 4 20 11 2x411 5 I 3x4 = 2.50 Fl2 3x4 = 6-11-0 13-100 6.11.0 45-11-0 Plate Offsets LOADV4G (psf) SPACING 2-0.0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.04 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.34 Vert(TL) -0.12 2-6 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.04 4 n/a BCDL 10.0 Code FBC2001 1st LC ILL Min 1/defl = 360 Weight: 57lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 722/0-8-0. 4= 72210-8-0 Max Harz 2=-93(load case 5) Max Uplift2 =-321(load case 4), 4--321(load case 5) FORCES (lb) - First Load Case Only TOP CHORD1-2-15, 2-3=-1057, 3.4=-1057, 4-5=15 BOT CHORD 2-6 = 950, 4-6 = 950 WEBS 3-6=519 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; 8CDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 321 lb uplift at joint 2 and 321 lb uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 I MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cen.#6834 WARNING - VerW design parameters and READ NOTES ON TB7SAND RE VERSESIDE BEFORE USE. siaa! Design valid for use only with MRek connectors. 1hk design Is based only upon parametets shown, and is tot an Individual buiding component to be tnstalled and boded vertically. Applicability of design parameters and proper Incorporation of component It responsibility of budding designer - not truss designer. Bracing shown It lot lateral support of Individual web members only. Additional temporary bracing to Insure siabddy during construction Is the tesponslblldy of the erector. Additional permanent bracing of the overall structure is the msponsioddy of the building designer. For general guidance regarding fabrication, quality conhol, storage, delivery, erection and bracing, consult OST-68 Quality Standard, DS6-89 Bracing Specification, and HIB-91 MiTek HandlingInstadlnpandBracingRecommendationovagablefromtrussPlateInstitute, 583 D'Onoftlo Drive, Modison, Wl53719, Symbols Numbering System A,General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 1 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS Q 2, Cut members to bear tightly against each7c: other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i 0 O joint and embed fully. Avoid knots and wane at joint locations. plates 1/8" from outside edge of a truss and vertical web. o a 4. Unless otherwise noted, locate chord splicesr C, o at /4 panel length(' 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format rotor to the MITek/Gang-Nail Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTeke WM TM At, PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, O 1993 Mitek Holdings, Inc. FORNI019,019 OfYDRO,A/A® Job russ Truss Type ty y 15008184 DR1732D J ROOF TRUSS 14 1 Job Refserenc,e to 1) Juntrtecsenage 10-0 700 3 Scale = 1:20.5 6.00 12 2 4 2x4 = 7-0.0 7-0-0 LOADING ipsf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) n/a n/a M1120 249/190 TCDLe 7.0 Lumber Increase 1.33 SC 0.16 Vert(TL) -0.24 1 >69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=233/Mechanical, 2=425/0-8-0, 4=66/Mechanical Max Horz 2=225(load case 5) Max Uplift3=-2300oad case 51, 2--127(load case 4) FORCES (1b) - First Load Case Only TOP CHORD 1.2-35, 2-3-87 BOT CHORD 2-4=0 NOTES 1) Wind. ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL - 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 230 lb uplift at joint 3 and 127 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 wmmNG - voft dooWn parameters and READ Nar7SS ON THIS AND mvzRw SIDIS asniza uss. rem w® Design vaild tot use only with Mliek connectors, ihk design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is tesponslbllIty of building designer - not truss designer. Bracing shown Is lot Wetol support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibcing of the overall structure It the responsibility of the building designer. For general guidance regarding fabrication, qualify control. storage, delivery, erection and bracing, consult QST-Ea Quality Standard, DSB-89 tracing Specification, and HIS-91 k® Handling Installtna and Bracing Recommendation ovallable from Truss Plate Institute, 583 D'Onotrlo Drive. Madison, WI $3719. M iTe Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 a 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular pkiting format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 93M13-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL cUP FORM018,019 tuuuO-N.ert- rlrYMO- R(9) General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for deadload deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mitek Holdings, Inc. Job russ Truss Type ty y DR1732D K ROOF TRUSS 4 1 15008185 Job Reference (optional) s Feb 6 003 Mi--ekIndustries, Inc. Mon Jun 09 : age f 0-0 5.0.0 I t-00 5.0.0 3 Scale: 314"-1' 6.00 12 NN 2 t 4 2x4 - 54-0 I 5.0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.28 Vert(LL) n/a n/a M1120 249/190 TCDLe 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.08 1 >210 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/dell - 360 Weight: 18 lb LUMBER BRACING TOP CF/ORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. SOT CHORD 2 X 4"SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=155/Mechanical, 2-336/0-8-0, 4=46/Mechanical Max Horz 2 =164(load case 5) Max Uplift3=-161(load case 5), 2=-119(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 35, 2-3 = 58 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h-18ft; TCDL=4.2psf; BCDL=5.0psf; occupancy category 11; exposure 8; partially;MWFRS gable end zone; cantilever left and right exposed ;lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suits 300 Chesterfield, MO, 63017 FL Cert.06634 WV.ARfllWO - TfsrW dean pamnssfer: and RRAD NOTES ONTKIN AND REVEMM BIDE BZMRX usds. sissin..® Design valid for use only with Mlisk connectors. This design Is based only upon parameters shown, and It for an Individual building component to be Installed and loaded vegically. Applicability of design parameters and proper Incorporatlon of component Is tesponslallIty of building designer - not huss designer. Biocing shown it 1oi lateral support of Individual web members only. Additional temporary bracing to Insute stability dining construction Is the responsibility of the erector. Additional permanent bf1scing of the overal shuctuie Is the responsibility of the building deslgnei. For geneiol guidance regarding fabrication, quality conhot storage, delivery, wecilon and bracing, consult OST-68 Quality Standard, DSB•89 Bracing Speeificatlon, and Hit-91 MiTek® Handifng Instollina and BracbW Recommendation availhavailable hornTivaPiste Institute, sea D'Onotdo Oilve, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 aa"'*For 0 4 x 2 orientation, locate plates 1/8" from outside edge of a0trussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING. WnA Indicates location of joints at which bearings (supports) occur. ME FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206,86217,9190 870040-N, 930013-N, 910080-N Im! 0 MiTek° MY RO,/R® PANEL TM CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 MiTek Holdings, Inc. 11 Job I russ Truss Type ty y 15008186 DR1732D L ROOF TRUSS 4 1 Job Reference (o tionaU s e t e n ustrtes, nc, on un age t-0.0 3.0-0 Scale = 1:10.3 9.00 12 7 2 1 4 i 2X4 _ 3.0-0 i 3-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0,11 Vert(LL) n/a n/a M1120 249/190 TCDLe 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES Wit 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CFIORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3.0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 69/Mechanical, 2 = 254/0-8-0, 4 = 26/Mechanical Max Horz 2= 103(Ioad case 5) Max Uplift3 = -91 (load case 5), 2=-1180oad case 4) FORCES 0b1 - First Load Case Only TOP CHORD 1-2 = 35, 2-3 = -62 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.0psf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 118 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suits 300 Chesterfield, MO, 63017 FL Cerl:46634 m - verfy design parameters and RISAD xoras owTms AND RbvzRw sms axmm um. ...® wARly Design valid lot use only with Welt connectors. This design is based only upon parameters shown, and is tot an Individual building component to be Installed and loaded vetTlaaty. AppScabillty, of design parameters and ptoper Incorpotollon of component is tesponaNNNly of building deslgnet - not hues designer. Bracing shown is tot lateral support of Individual web members only. Additional Iempotary bracing to Insure stability during conslructlan is the responsibility of the eteclor. Additional permanent bilscdng of the overdS shuctute Is the responslbNNy of the building deslgnet. For general guidance tegording fabdcatlan, quality control. storage, dellvery, srectlan and bracing. consult CST•at CualNy Standard, DSB-89 tracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Dust Plate Institute, 893 D'Onohb Dtive, Madison, WI53719. M Te k® Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. a a"'*For 4 x 2 orientation, locate 0 plates I/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM016,019 WISC/DILHR 870040-N, 930013-N, 910080-N a MiTek® MYORO,AlR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. ` PANEL © IM Mitek Holdings, Inc. Job russ Truss Type ty y 150081$7 DR1732D M ROOF TRUSS 4 1 Job Reference (optional) s e r e n ustnes, nc. man Jun age 3 1-" 1-0-0 1-0-0 1.0.0 Scale = 1:5.9 6.00 12 2 4 1.0.0 i 2x4 _ 1.0.0 i LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a n/a M1120 249/190 TCDL7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min 1/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) 3 =-17/Mechanical, 2 = 179/0-8-0, 4 = 9/Mechanical Max Horz 2=55(load case 4) Max Uplift3--23(load case 5), 2=-119(load case 4) Max Grav 3 = 28(load case 4), 2 =179(load case 1), 4 = 90oad case 1) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2 = 34, 2-3 = -43 BOT CHORD 2-4 = 0 NOTES 1) Wind; ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL = 1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 ATE AJ MNO - Ver ftdeeign parameters and R&W NOTES ON THIS AND 1REVSRSTS SMS BEFORE EMS. 1110104111111® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss El designer. Bracing shown is for lateral support of Individual web members only. Additional temporary brocing to Insure slablNty during construction is the responsibility of the erector. Additional permanent brlscing of the overall structure is the responsbUlly of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-aB Quality Standard, OSB-69 BracIng Specification, and HIB-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onohb Drive, Madison. Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATIONAND ORIENTATION Failure to Follow Could Cause Property I3A * Center plate on joint unless Damage Or Personal Injury dimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1/ 8L4J2 J3 J4 TOP CHORDS owner and all other interested parties.. r ca w 2. Cut members to bear tightly against each other. o WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 ajoint and embed fully. Avoid knots and wane plates'/ a'"from outside edge of a a o at Dint locations, truss and vertical web. a 4, Unless otherwise noted, locate chords splicesp' C, o at'/4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular pkiting format refer to the MITek/ Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. ' O 1 "3 Mitek Holdings, Inc. FORM016, 019 NYD00-AW ® Job Truss Truss Type City Ply D R HORTON 15008188 DR1732D S ROOF TRUSS 2 1 Job Reference (optional) ACCU-SPAN-DH, LONGWOOD, FL 5.000 s Feb 6 2003 MiTek Industries, Inc. Mon Jun 09 14:34:14 2003 Page 1 1-" + 5.25 i 9.10.13 15-0 5-25 4-e-7 1 20.2 4.24 12 30 5 3 2 e 27x4 ii 6 5 3.4 W 5.25 9.10.13 5.2-5 4-8-7 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL ' 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Vdefl = 360 Weight 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=312/Mechanical, 2=515/0-115, 5=426/Mechanical Max Horz 2=280(lood case 2) Max Uplift4=-2770oad case 5), 2=-192(load case 2), 5-138(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-8=29, 2-8=29, 23=-935, 3.4=76 BOT CHORD 2-7=854, 6-7=854, 5.6=0 WEBS 3-7=167, 3-6=-931 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumbar DOL=1.33 plate grip DOL=1.33. 2) Refer to girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 277 lb uplift at joint 4, 192 lb uplift at joint 2 and 138 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1.8=-74.0 Trapezoidal Loads (plf) Vert: 8=0.0-to-4=-183.1, 2=-1.7-to-5= 49.5 Junaidie Budiman, FL Lie #45 E MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Gert.#6634 0 WARNING - Yer(fg deefyn pamnsetera and READ NOTES ON7d378 AND RE VERBS SMS 89MJW V=- +rest. Design valid for use only with MiTek connectors. Thls design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertica#y. Applicability of design parameters and proper Incorporation of component k responsibility of building designer - not truss designer. Bracing shown It for lateral support of Individual web members only. Additional lempoiary bracing to Insure stability dwing construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding tobricatlon, quality control. storage, delivery, election and broclng, consult GST-88 Quality Standard, 059-89 tracing Specification, and HIB-91 MiTek® Handilnp Installing and BrabqcRecommendation available from truss Plate Institute, 593 D'Onohlo Drive, Madison. WI $3719, Symbols PLATE LOCATION AND ORIENTATION 134 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate O vplatesI/s" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT Mitek/Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required oe" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206.86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MTek® FORM019,019 6 :® HYDRO,AIRO PANEL CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane i at joint locations. as 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 9 no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1M Mitek Holdings, Inc. Job Truss Truss Type Oty Ply D R HORTON 15MI89 DR1732D A2 ROOF TRUSS 2 1 Job Reference(optional) ACCUSPAN-DH, LONGWOOD, FL, TIM 5.100 s May 30 2003 MITek Industries, Inc. Mon Jun 09 10:53:112003 Page 1 11-0:9 7.1-5 13-2-0 1 20.0-0 ?11-64 27 13 33-&11 40-" gt pp 1-" 7.15 6-0-11 6.10-0 1-6-0 5-11-13 5-11-13 I 6.85 1-0-0 Scale = 1:71.5 5X6 = 5 Us 6.00 12 6 4x8 i 3x4 4 7 5X6 i 5x6 3 6 502 = 76502` 6x8 = R a 2 1 9 Yy 10 Id Us - 19 18 14 13 12 11 3x6 3x4 = 2x4 11 2x4 11 5x8 = 2x4 11 6.11-0 13.2-0 19-0-0 21-6.0 27-5.13 33-5.11 40-0-0 6.11-0 6-3-0 5-10-0 2-8-0 5.11.13 511-13 6-6-5 Plate Offsets Y : 3:0-3-0 0-3-08:0-3-00-3-012:0-4-0 03-0 LOADING (pal) SPACING 2-0-0 CSIDEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.08 2-19 >999 360 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.34 Vert(TL) -0.06 1 >299 180 BCLL . 0. 0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.03 16 n/a n/a BCDL 10. 0 Code FBC2001/ANSI95 Matrix) Weight: 253lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib/ size) 16=243ZV-4-0, 9=823/0-", 2=693/0-8-0 MaxHorz2=- 229poad case 5) Max Upliftl6=- 841(load case 4), 9=-540(load case 5), 2=349(load case 4) Max Grav 16=2432(loed case 1), 9=961(load case 7), 2=724(load case 6) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=35, 23=-781, 3-4=-115, 4-5=1338, 5-6=993, 6-7=657, 7-8=-452, 8-9=-1094, 9-10=34 BOT CHORD 17-18=45, 4-17=440, 16-17=77, 15-16=-547, 13-15=103, 6-15=463, 13-14=0, 12-13=4, 11-12=873, 9-11=877, 2-19=592, 18-19= 10 WEBS 3- 19=346, 3-17=-608, 4-16=-1225, 5-16=-1392, 6-16=580, 12-15=408, 7-15=-641, 7-12=164, 8-12=-641, 8-11=151, 17-19= 784 NOTES 1) Unbalanced roof live loadshave been considered for this design. 2) Wind: ASCE 7-98; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially;MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 841 lb uplift at joint 16, 540 lb uplift at joint 9 and 349 lb uplift at joint 2. LOAD CASE( S) Standard Junaidie Budiman, FL Lic #45 it MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.# 6634 4&WARNIWG - Vw*V deelyn paransstwsr and RNM NOTE8 ON TMS AND RXVKRSE BIDE BF"JW TIS6. MIND ® Design valid for use only wBh Miles connectors. This desgn Is based only upon parameters shown, and Is far an Individual building component to be Installed and boded vertlodly. Applicability of design parameters and proper Inoorporatlon of oomponent is responsibWly of bulydelg designer - not truss designer. Bracing shown k far krteral support of IndNidual web members only. Additional temporory bracing to Insure stability during construction Is the responstbNty of the emctar..AddRbnal permonent brTaollg of the overall structure k the responslbrfly of the buildUq designer. For general guidance regarding fabrication, quality confrol, storage, deh*ry, erection and bracing, carnuR GST-60 Quality Standard, D39-f19 Rrocing specification, and Hii M iTe k NandNrm 1 *4oMm and Rrachm RecomnwWo l m available from truss Plate "Nut*, 593 D'Onofrb Drive, Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each2 " other, a WEBS , J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; Q joint and embed fully. Avoid knots and wane plates r!s"from outside edge of o a X at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordssplices at /4 length(* 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and Mffek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. KrIA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional MTek engineer. 15. Care should be exercised in handling, PANEL TM GL1P erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 irroxMAIN ® fir' s M S iL L K 9-4 B R A13 — A19 A 1 14-0-0 FLIT I AG2 B --- BGAB 0 I 0 0 I I In o I U) CG 14-0-0 BRG, IN ENTRY 13-10-0 4-8_0 21-6-0 I war NC,: ALL BEARING WALLS TO BE PLACED J L 1 PLY HGR. ICTIO REVIEW ALL SPAN DIMENSIONS- -BRG. WALLS PRIOR TO SETTING TRUSSES.. Id d 2 PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSII- — - WALLS SHOWN ARE TO BE BEARING.. I a 3 PLY HGR. I SIGNED APPROVAL: X I ---------------- ------------ --J JOB NUMBER: DR1732F DATE: 7-5-01 PITCH: LOAD: SHINGLESCCUSPANCUSTOMER: D.R. HORTON 6A7-321-1440 BY: T. JOB NAME: 1732 "F" ELEV. / H: 12" N• BRG: BLOCK Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/10/2002 milemasters.xis PAGE DESCRIPTION DRAWING 0 / REPORT # SERIES INDEX MASTER FILE NUMBER 1,. 1 liNsTALLATioN DETAIL W/ TAPCONS HORZ SLICING FLAME WINDOW XOX CONFIGURATION IFLEX0022 11000 . 2 • NSTALLA DETAIL W/#6 SCREWS HORZ. SLIDING FIN WINDOW ji000 3 INDEX .. 4 INDEX .. 5 INSTALLATION DETAIL W= sdftEWS HORZ, SLIDING, FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 a , _ INSTALLATION DETAIL W/TAPCONS HORY. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 .:; .. - JINSTALLATION DETAIL SGL HUNG FLANGE WINDOWS IFLEX0029 IFLEX0020 IFLEX0016 11000 11000 11000,1600 & 2000 6 INDEX . 7 JINSTALLATION DETAIL W!418 SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 . I 1000,1600 2000 1000 A 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 FLF-XO036 10001760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 10001760 & 2000 11 INDEX ..MASTER 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX0037 FILE NUMBER 5 SLIDING GLASS DOOR INSTALLATION WITH TAPCONS IFLEX0021 10000750 & 2000 1500,1000 & 2000 13 INDEX;- 14 ISLIDING GLASS DOOR INSTALLATION WITH 08 SCREWS MASTER PILE NUMBERS .. .:: FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES FLEX0027 1HMFINTR 1500,1000 & 2000 1000 / 1500 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1600 Is FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE. CAPACITIES 1HMFIN 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11VMFIN 1000 / 1600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES j1VMFLG 1000 / 1500 22 INDEX.'. 23. FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES IIVMHMFLG MASTER FILE NUMBER T FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 1000 / 1600 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 2H FLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLO 12000 30 PIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 12000 31 FLANGE VERTICAL MULLION SECTIONS / D SIGN PRESSURE CAPACITIES 12VMFLO 12000, I=LAIJS REVIEWED CITY OFSANFRD Pape I or 1 TEST REPORTS AIRY WINDOIMS BY FLORIDA EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE NCTL-210-2319-1 A 53 1 /8" X 72" NCTL-210-2327-1 72" X 72" DESCRIPTION SER. 1000 SINGLE HUNG 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" NCTL-210-2344-1 72" X 72" NCTL-210-2678-1 108" X 72" SER. 2000 SINGLE. HUNG SER. 2000 FIXED WINDOW SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X,79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" -SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1/2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE DR MASONRY OPENING BY OTMEaS ONE 21 WOOD BUCK HY OTHERS CAULK BETWEEN WINDOW FLANGEWOODBUCK GLASS (TYP.> SEE NOTES) WINDOWHEIGHT CAULK BETWEEN WOOD BUCK L MAS'T. OPENING By OTHERS INSTALLATION ANCHOR 3/16, VIA. TAPCON SHOWN 'SEE NOTE 91 CNE By WOOD - BUCK BY OTHERS BUCK WIDTH SHIM AS REO'D. FIANCE TYPE 1/4' MAX. wINDOW FRAME cSEs NOTES) JAMB INSTALLATION ANCMGR1 3/16' D!A. TAPCON SHOWN cSEE NOTE 9) l-i/s• MIN CLASS 'TYP.) EMBEDMENT (SEE NOTES) 0 I T CONCRETE OR MAS04RT OPENING SY 0-114ERS 1-Is.• ICK LMi(yCN, IID' v CAULK BETWEENWINDOWFLANGE J i WOOD BUCK / PERIIET£R JCAULK BY OTHERS WINDOW WIDTH STUCCO HT OTHERS CAULK BETWEEN SECTION B-B „;, DICK 81 OTHERS FG WINDOW HGT. I LK- WINDOW WTH. ELFVATION VIEWED FROM EXTERIOR 19 SILL STOOL HT OTHERS CAULK BETWEEN PREFLANGE PRECAST Stll C LPRECASTY116 HT OTHERS DIC vrvLx. KEH U6 ASIVE CAULK OR APROVED COL. SECTION A -A c 212002 TAPCON LOCATION CHART CALL TIP TO ILOCAT;ONS W HEAD LOCATIONS IN JAM uSo. v SIZETIP50 §F TO TO 022 74 x 26 C,C C.0 LJ I w 74 X 3L 3/2 C,O SX:O.E JJJ(,L I;J.K•L D247. % 30 3/6 C.0 X:D.E I,J.K,L Ij :.M•I.J r 033 106 I/4 x 38 3/8 I 0.C.0 1 B.C.O.E I ii(.L .I l,J,II.L nuIwI/. % so 4 , 1 BX.Os I 2.CMr 1JK GM1J./. T22 i, x c L.Y a.- : IJ T23 III x 38 3/3 B,C,. E C.O, F IJ.N(.L I,J K.L 12. Itt X B.C.U.E A K.C,D.E.F I•J.A IJ , JK L M2 120 x a: " .L 1 A I,J,K.L M3 120 x 38 3/0 B.C.C.: I. A.?X.D.E,F L. is I,J:K:L 4 1 X / A B.CD,E..' A9.C:0,E.F 0.H IJ,I,..L I J K 6020 72 x 24 o I IJ 5030 72 x 36 CD C,D . u I IJ.K.L 4 C rC.01 u.KA f V.K•L 64 X 4 I, 7030 84 x 36 B.C,C.E ix 1 IJ.K.LIJ,K.L 7040 4 4A B.C. E C.O.E 1J.K L I,J.K.L x 24 I .L 8030 96 x 36 B,C.0 9,51 I•J K.L IJ.K.L B. C.:l 4.3.C.DE.F uAll C M I K 9020 108 It 24 0 a. IJ.K.L 9030 108 X 36 B.C.D I B.C.O,E IJ-KA LJ.K.L B .. A.B:C.D.E.F I K 1W20 120 x 24 LJ IJ.K,L 10030 120 % 36 B.C.: 4P•C.D.- F IAK,L IAK.L 10040 120 x 48 B.C.0 A B,C•D.E.F I.J•KA 1•4K.L NOTES' 1) SHIM A$ REOV. AT EACH m$TA_LATK)N ANCHOP. MAX. ALLOWASLE $M'.N STACK TO BE 1/4', 2) WINDOW FRAME MATERIA,: AL()M:NUMAa.UOY 6063. 3) TAPCON WSTALLAT/ON A.CNORMUST BE OF SUFFICIENT LTH. TO ACHIEVE UK EMBEDMENT -OF 1-1/4-INTO MASONRY OR CONCRETE. 4) USE SILKON62ED ACRYLIC CAULK BEHIND WINDOW F;AN GE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO 7AE SUBSTRATE W17M VULKEM 116 ADNESNE CAULK OR A.?RM0 EOUAL. H S) USE SIL,CONIZED ACRYL,_ CAULK FOR PERwETER SIAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY - LISTED TYITH NEXT LARGER SIZE. FOR TI.Z APPROPRIAM DESIGN PRESSURE REOD. JB7) CLASS THICKNESS MAY VARY PER THE REWREMEN S OF ASTM E13DO GLASS CHARTS. 8) LETTER CESICVATIOrNS ON THE TAPCON LOCATION CART INDICATE WHERE TAPCON ANCHORS ARE TO BE ;NVAL»FD WHEN US.NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED JLES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W,'a 11 S.REwS OF SUFFICIENT LYH. TO PP.OvIDEMw. S/B IN. EMBEDM:'.T w'. WOOD SUCK. 10) APPLICATION OF VULKE; I IC A:*'IESNE CAULK AT --WE SILL MUST COMPLY WITH SEALAh" MANUFACTUPE?•S RECOMME40ATIONS. tt) WNER=_ wwpOMr IS WS"AiED n MASONRY OPENK+w WITH A SYRUCTUAL Two BY BUCK. USE /'0 SCREwS OF SUFFICIENT "ENGTH TO ACHIEVE 1- 3/B MIN. EMBEDMENT A. 3 INSTALLATION FA$TEN'LRLOCATIONS. SHEATHING CAL.LK BETWEEN By CTMERS WINDOW FIK L SHEATHING INSTALLATION ANCHOR R9 SCREW UCm OR SID;NG by O'MERS PERIMETER CAULK By OTHERS GLAZING 0YPJ SEE NOTE 7) WINDOW MCIGNT PERIMETER CAULK By OTHERS INSTALLATION ANCHOR 09 SCREW STLK O OR SIDING BY OTHERS CAULK BETWEEN WINDOW FIN J f•MIN1SMEATHMGGSHEATHINGEMBEDMENTBYOTHERS SECTION A -A TWO BT WOOD By OTHERS 1/A• MAx SHIM SPACE SHIM AS REO'D. SEE NOTES) FIN TYPE WINDOW FRANC HEADER WINDOW W107H 2K• EIC- NAx. TYP.) 11 A WINDOW HEIGHT EQUALLY SPACE 1 ANCHORS TYP.) B B A 6 nAx. 24. O.C. tTYP.) FIN TYPE MAIL (TYPE ll WINDOW FRAME SILL 6' MAX. cTrP ELEVATION v1Ew M EXTERIOR WARBLE SILL STOOL By OTHERS 1 6aRl04 gn7upgq T1/A• SHIM SPACE MAX SHIM AS REO'D. SEE NDrre. TWO By WOOD BY OTHERS WINDOW WIDTH TWO HY WOOD BY OTHERS S141H AS REO'A SEE NOTES) GLAZING (TYP.)...I SEE NOTE 7) PERIMETER CAULKiByG'HERS FIN TYPE WINDOW FRAME JAMB STUCCO OR SIDING By DINERS SECTION B-B 1/A' MAX. SHIM SPACE CAULK BETVE£N WINDOW FIN L SHEATHING InEATMING By O. HERS I• MIX EMBED•£1T I SlSII.S: 1) SHIM AS REO.O. ADJACENT T3 EACH *STAL.ATION A).CHCP. MAX. ALLOw-*LE S M STACK TO BE 1/s 2) WINDOW FRAME MATERIAL ALWIANUM ALLOT 6063. 3) 04STALLATON ANCHOR MUST BE OF SVFFIC:ENT LTH. TO A_WEVE MW- EMBEDMENT OF T' INTO WOOD FRAME MEMBER. A) USE SnXONIZE0 ACRYLIC CAULK BENNO w:NDOw F;N A' HEAD. SILL k JAMBS. S) USE S& COwZED ACRYLIC CAULK FOR PER.METER SEA: A~OUNO ExTERp,)R OF wWDOw FRAME. 6) CLASS THICKNESS MAY vARr PER THE RE:•JAREMENTS Or ASTM E1300 GLASS CHARTS- 7) WSTALL INSTALLATKIN FASTE:vERS AT 6• MAx. FROM COPvERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF *61ALLATONS. Yr'H A74HCR SPACING AS STAT:O, IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' x 71 • wAx. DRAWN BY: BB I APPROVED BY: DATE:12/ 17/01 3CAU: ti. T . S. DWc.: f LEX0026 PARED 21 PRODUCT a APKICATtOG f%rWFRIG_ INC. 2M INTERNATIOUL PKVT- SUITC 2S0_ W.--Pqu rL--A-U 7271s NKf[ •'7 R03-0263 FAX 407 W5-0366 S SEATHING C WEE` BY OTHERS WINDOW FillSHEATHING —\ INSTALLATIONANCHORIBSCREW STUCCO OR SIDINGTrERS N PERIMETER CAULK. IT OTHERS GLAZING (TIP.) cSEE NOTE 7) WINDOW HEIGHT PERIKTER CAULK — III OTHERS INSTALLATION ANCHOR to SCREW STUCCO OR SIDING BY OTHERS CAULK BETWEEN WINDOW FIN t SHEATHING TWO BT WOOD niN. BY OIMCRSI• JEM6EHim I Y I 1/4• MAX. SHIN SPACE SMSN AS REO'D, FIN TYPE (SEE NOTES) WINDOW FRAME HEADER WINDOW HEIGHT FIN TYPE VINIODV FRAME SILL -1 -E KINDOW WIDTH All 7--1TYPJ I F1 -IN 0 ii MARBLE SILL STOOL BY 24' O.C. OTHERS MAX. (TYP.) 1/4' MAX. fSHIM SPACE n SHIM AS REO'D. SEE NOTES) J I•MiM SHEATHING TWO By WOOD By OTHERS BY OTHERS SECTION A -A WINDOW WIDTH TWO BY WOOD — By OTHERS SHIM AS REO'D. SEE NOTES) GLAZING CTYP:) cSEE NOTE 7) FIN TYPE WINDOW FRAME JAMB EQUALLY SPACE ANCHORS (TIP.) 1/4' MAX. CAULK BETWEEN SHIM SPACE WINDOW FIN t SHEATHING I" MIN- EHSEDHENT f L SEEATHING By OTHERS PERIMETER CAULK J INSTALLATION By OTHERS STUCCO OR ANC" R3 SCREW SIDING BY OTNCRS SECTION B-B w':ISI) SHIM AS REO'D. AWACENT TO EACH 04TALWION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE I/<'. 2) WINDOW FRAME MATERIAL: ALUMINA( ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIN. TO AG," MIN. EMBEDMENT OF I' INTO WOOD FRAME MEMBER. USE SRXOMZED ACRruC CAULK BEHIND WI400W FIN AT MEAD. SILL h JAMBS. ELQVATI©N S) USE SK)COMZEO ACRYLIC CAW( FOR PERIMETER SEAL ARp)NG WHEW N EXTERIOR EXTERKIR OF WNDOW FRAME. 6) CLASS THICKNESS MAY vwil PER THE REOUI(EMEHTS OF ASTM E1300 CLASS CHARTS. L S tJ'=+-„ ) - >j,'-. s•,T, v , t I :. r s + 7) INSTALL r+STALL;;10M FATENERS AT S. MAX. FROM CORNERS AND MAX.24' 0 C. OES*N PRESSURE . LAPACiTY OF FOR ALL AvAI m;A SIZES SPACING AS STATED. S iX- PSF V: to Ya' • T FOR ALL AVAILA3< < StZES UP TO 1 t9" x 49 5/8• Lux. r'toRi Fa7R i,/Rs -- i:t 71 Gss # REV DESCRIPTION DATE IN1 FLORIDA EXTRUDERS IVTERNATIONAL. INC SANFORD• FLORIDA TITLE: INS':ALLATION DETA!L v/ x8 SCPEWS HORZ- SLIDING FIN WINDOW XDX CONFIGLIRATION- SERIES 1000 DRAWN BY: BB APPROVED BY: r ]DATE: 1 SCALE: N. T. S. DWG.: FLEx0029 YRE'AREI jr, PRODUCT I APPLICATION EAGINCERING. INC. 2" INTERNATLONAL Kvr„ fiIIE ZU. 4EAT.".. •.MIDA 327•G ft" MAT ROS-rAS sAa •07 K.+S-OML A ---NJ JL 6• MAX. CTYP.) 6' MAX.CTYPJ CONCRETE OR CAULK BETWEEN WOOD ONE By WOOD CONCRETE OR MASONRY OPENING BUCK t MAST. OPENING INSTALLATION ANCHOR BUCK By QT.ICR; nASONRY OPENII 8Y OTHERS 8r OTHERS 3/16 DIA TAPCON 8r OTHER; B.W. 1-v Mw ONE BY WOOD c9uCK WIDTH) I 'I CM6xDKMT BUCK BY OTHERS I/a• SHIM D 1M/4• MIN. FLANGE RAPE SPACE MAX - EMBEDMENTNETVEENa EMBEDMENT v[NDQv FRAME SMcS A; NOTES, WINDOW FLANGE 4 JAMS (SEE NOTES> WOOD B —i INSTALLATION ANCHOR T 2/16' DIA TAPCON CALL TIP TO SIZE TIP ro See 1N2 26 1/2 x 26 C 1.3 26 1/2 X 38 3/8 C tha 26 1/2 x 50 5/6 C1IH4S261/2 X 56 1/- C IMS 26.1/2 X 63 C I 1/4' SMIK 7 23 3)'x 36 3/6SPACEMAX. 7 % SO 5/6RIGIDVINYL243 GLAZING BEAD 245 37 X 56 1/4 r- 25 3? x 63 GLASS (TTP.) 26 3' 13 1 62x 6cSEENOTES) / 1 p 33 53. 1/5 X 38 3/834531/6 X SQ 5/8 STUCCO By OTHERS 35 4SS1/S X 56 5 S3 1/6 x 633 PERIMETER SHIM AS RMI). 6 1 x 7 SEE NOTES) CAULK CAULK BETWEEN C23 14 X 38 3/8 Vx By OTHERS( B.K BUCK WINDOWWO FLANGE D24 74 x 5/ 4 WINDOW FLANGE TYPE HEIGHT) WOOD BUCK v 0245 )4 X S6 13WINDOWFRAME74 % 63HEIGHT) PERIMETER n7A 74 X 72HEADERCAULKSTUCCOOM20M 1 24 X 24GLASS (TYP.) BY OTHERS By OTHERS I .20M30w 24 x 36 cSEE NOTES) 20W40M 24 X 46 V.V. 20W6M 24 X 54 VINDOv WIDTH) CAULK BETWEEN 2OM50M 24 x 60 SECTION B — B Y. OPENIWSUCKNG 3OM20M 36 X 2, NOTES: BY OTHERS 30M3DM 36 X 36 RIGID VINYL GLAZING BEAD I) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. A_LOWASLE 3O44I 3i6M 36X54cTYP.) SHIM STACK TO RE 1/4', 30MSOM 36 x 60 2) WINDOW FRAME MATERW.: ALUMINUM ALLOY 6063. 3pwsom 36 x 72 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. PERIMETER FLANGE TYPE EMBEDMENT OF T-1/4- INTO MASONRY OR CONCRETE. 4OM30M 46 x 36 CAULK WINDOW FRAME 4) USE SLCONIZED ACRYLIC CAULK BEHIND WNDOW FLANGE AT "CAD @ 40M40M 48 X 46 By OTHERS - JAMBS. SILL MUST ATTACHED TO THE SUBSTRATE WITHwLKEM 4OM50M 48 X 54 SILL IVE 116ADHESCAULKKOR APPROVED ECAIAL. 401450w 4d x 60 S) USE SILBCOMZED ACRYLIC CAUL( FOR PERIMETER SEAL AROUND 40M60M 48 x 72 EXTERIOR OF WINDOW FLANGE 45 G 6) IF EXACT wINDOw SIZE IS NOT LISTED IN ANCHOR CHART, USE 4SM30M 54 x 36 M304 54X46ANCHOROuANTMLISTEDwImNEC. LARGER SIZE. FOP. THE 461446114 54 X 54 APPROPRIATE DESIGN PRESSURE REO'D. 46MSDM 54 X 60 7) CLASSTHICKNESSMAYVARYPERTKEREOu1RE.wENTS OFASTM E13DO 4 x 7 CAULK BETWEEN a V GLASS DESIGNCMAPTSOM % 4 B) LETTER DESIGNATIONS ON THE 7APCON LOCATION CHART INDICATE spA3ow 60 X 36 vtNDOV FLANGE Q WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE 5OM40M 60 X 48 L PRECAST SILL EXTERIOR ELEVATION AS A KEY. SOM46M 6C X 54 V/VULKEm 116 PRECAST SILL SECTION A - A 9) All FACTORT APPLIED HOLES NOT DESIGNATED FOR TAFCON ANCHOR SOMSOM 60 x 60 RADHESIVE CAULK BY OTHERS SHOULD BE FILLED WITH 18 SCREWS OF SUFFICIENT LTA. TO PROVIDE SOM60M 60 X 72 OR APROvED EOL. MN. 5/3 N. EMBEDMENT INTO WOOD BUCK. W.W 10) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST 56M40M 66 X 36 A COMPLY WITH SEALANT MANUFACTURER'S P.ECoMMENDATONS. 56waM 66x 46 56MASM 66 x S4 11) ONE ADDITIONAL FIELD DRILLED 6: INSTALLED ANCHOR IS REO•D. N 56M5OM 66 X 60 A 6 C D EACH JAMB ON THE FOLLOWING SIZES: 'D25- (73 r 62). -D26' 61160w 66 X 72 73 x 71).- 56w60M- (6S x 71). @-60M6OM- (71 171). PLACE WU20M ATE ORS -H 6OM30M 72 x 36 C C C C CC Cc TC C CC Ct CC C CZ CC C C TOTo TO I To I TO SSW 7n4 AP 7 nQae C C G. M G.M C. C C G, M G. GM C C G. M G.M GMIJ C C G. M G M G HJ.J C C G, M C.M,IJ G:IIJ C C G. M G.HJ.J h .J C C M GM A C C O, h G.KJ,J G J„I C C G. M G.MJ.J C C G. M GMJ.J G.rJJ C C G. M,I.J C.M I,J E.F,G.MJ, e.0 8. 0 G:„ GIN 4.- G.MJJ B.0 3, C G.M G.MI,J GM,IJ B.0 0G.N,IJ G.MJJ E.F..'..•IJ, B.0 B. 0 G:MJJ G.MJJ B.0 B. 0 G.M.I,J E.F.G.M.IJ E.F.GMJ, S.0 I AB,C,C G,H G.MJ,J B.0A3. C,D C.MJJ G.MJJ E.F.G.H.I. B.0 A,?. C.0 G.nJJE.F.G.nJJ E.F;G,M,I, B.0 A. 3.C.0 G.HJJ E.F.GJIJJ EF.i.."J, B.0 A.? C.0 C.n,IJ E.F.GMI,J E.F,GMJ. C I C G,M C.n GM C C i C.MO.M G.M C C G. M G,M G.N.IJ C CG, n cm G M,tJ C11 C C H. G.H IJ I I M M H C C G, M G.n G.M C C G, M G.M.I.J G M,IJ CC G, M GJUJ G.MJJ C C C. M GMJJ G.M.IJ CC G. MJ.J GJiJJ E,F,C.A.I. C 0 G. M G.M 4. GJUJ c e.0 c.M G,MJJ GJUJ C a,C G.M G.MJJ G.MIJ C 9:C G,MJ.J G.MJJ E.F.G.n,l. C:N G. M GJ(JJ G,N G. HJ.J G.MJJ G,HJJ C. nJJ Ef.CMJ G.M,U G•MJ•J GF,GMJ GM1J. E.F_ GMIJ FFGNI GMG.It c.n G.M C." G.MJJ G.M I G.HJJ G.AJJ C.MJJ G. MJJ E.F.C.M,IG.MJ•J G.MJ.J EF,G,K,I, G.H.IJ . E.F.G.nIJ E.F.C.MJ, H G.M IG,H I GMJJ ANCHOR BETWEEN ANCHORS C AND I ANO BEr -EN AN 6o1440M 72 x a6 B.0 B : 4.3.C.3 GM G.nI.J GMJJ AND OVER SI PST ONLY. 6OM46a 72 x 54 B c B CA.'_.CJG.MJJ' G.M.1J Ef.G.MJ.J 12) WHERE WINDOW IS NStAL!:D IN MASONP.- OPENING wliA A STRUCTUM. yJ,,I 72 X 60 9: B.0 A:.C.: G.MJ.J I EF.GM.1•J E.F,:n,LJF TWO BY WOOD BUCK. USE 110 SCREWS OF SUFFICIENT LENGTH TO w 72 X 72 3.0 B C A.B.C.0 O.H I.J E.F C.nJJW.H. _ ACHIVE 1-3/8- Lam. EMBEDMENT AT ALL MSTALLATION FASTENER ADD; T IONAL AN' -HORSRE.^.'D. ScE NOTE 11 G n LOCATIONS. ON SIZES NOTED IN NOTE 1:1 ADD A s10 SCREW H T ANCMOR' TO EACH JAMB FOR NOTED DESIGN PRESSURES. FLORIDA EXTRUDERS I' TNFORD, FLORIDA SA B BC1I' :A,t, FL:v :: E. _- F. V/ TITLE: INSTALLATION DETAIL u/ TAPCDNS I I dNACrUMNAMEHORZ. SLIDINGFLANGE WINDOW - SERIES 1000 inPu FRS DRAWN BY: BB APPROVED BY: A ELEVATION M.6,,., # VIEWED FROM EXTERIOR —•- s•.a ? ? DaTE:10/ 23/ O1 ,CALE:NTS DWG.: FLEX00?0 PergylEr Bf. PAOMI L APPLICATID, LY.IILC4:N:. INC. 250 INTERNA'ID.AL PXWT.,. SJITE 250. KAT h. Fi3a:0A 32746 P"WA: 1J7 605-036, FAA •0' 605.03i: I 0 i ONE By WOOD BUCK BY OTHERS CALK BETWEENWINDOWFLANGE - 6 vWD BUCK STUCCO 81 OTHERS PERIMETER CALK BY OTHERS RIGID VINYL GLAZING KAD cTYPJ' CONCRETE OR MASONRT OPENING BY OTHERS i e CAULK BETWEEN c3uCK WIDTH) WOOD BUCK 6 MAST. OPENING INSTALLATION ANCHOR BY OTHERS ONE IT WOOD 3/16' DIA. 7APCON BUCK BY OTHERS — 1-1/4' HIM. EMBEDMENT INSTALLATION ANCHOR 3/16' DIA. 7APCON SHIM AS REO'D. RIGID VINYL ' 1/4' MAX. GLAZING BEAD ci£E NOTES,( TTP.) CLASS c7YP.xSEE NOTES) 1-1/4' MIN CN3EDHCNi D vI FLANGE TYPE —/ WINDOW FRAMEJ11N3 CAULK BETWEEN vWINDOWFLANGE —'PERIMETER L WOOD BUCK CAULK BY OTHERS W.W. EIG14t) ""< WIMDOW vIDTw 1 Bx BUCK CALK BETWEEN HEIGHT) WOOD BUCK L CAULK BETWEEN WINDOW HAS•Y. OPENING FLANGE 6 PRECAST SILL BY OTHERS v/ VULKEN tt6 ADHESIVE SECTION B—BCAULK. OR RV'D. EOL. FLANGE TYPE CONCRETE OR PERIMETERWINDOW FRAME MASONRY OPENING CAULK SLLL BY OTHERS BY OTHERS 9 W.W. PRECASTOtRSILL • 9 v A Al Q i SECTION A —A ,4 1) 5u ( AS REO'0. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE ESHIMSTACKTOBE1/4% D 7 3) IN STALL FRAME MATERIAL ALUMINUM OF ALLOY 6063. / 3) INSTALLATION ANCH1oR tnJsr of SUFrlcrtNt LTH, TO ACHEVE ^w KN. cusa KM OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE VJCORIZED ACRYLIC CAW( BEHIND WINDOW r0h" AT HEAD , KhmeS. SILL MUST BE ATTACHED TO THE SUSSTWA E WITH vULKEM 116 ADHESIVE CALK OR APPROVED EQUAL 5) USE SIUCOMZED ACRYLIC CAW( FOR PERIME cR SEAL AROUND W.H. F C EXTERIOR OF WINDOW FLANGE. 6) IF ExACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE AJANCHOROuAM11YLISTEDWITHNExTLARGERSIZE. FOR THE / ( APPROP'RI47E DESIGN PRESSURE REO•D. ~ 7) CLASS THICKNESS MAY VARY PER THE FXEOuX(E-MENTS OF ASTM E1300 CLASS CHARTS. e) LETTER DESId4ATIDNS ON tME TAPCON LOCATION CHART INDICATE H I ^r WHERE TAPCON ANCHORS ARE TO BE INSTALLED WhN USING THE 9) A FACTORY APPLIED HOLES NOT DESWNATEO FOR TAPCON ANCHOR SHOULD BE.FILED PATH IS SCREWS OF SLO"NT LIM. A SHIM AS REO.0. 114• MAX, SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS7YP.) (SEE NOTES) TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN J VIS SIZE SIZE 30n1 TO 40-V 41ASN TO 7OPSF 301SF TO 401V v TO 7>V 12 16 1/3 x 25 8 B F.G F.G 13 16 1/9 X. 37 3/8 B 8 F.G F.G 14 t6 1/9 x M 5/6 e 8 r.G F.C. 145 16 t/6 X ri t/4 B B F.G 1.0 1s 23 1/6 X 62 B B FA • F.G 16 16 1/8 X 71 8 B F.0 r.GJU 17 if 1 X 13 r i Im2 25 1/2 A 25 B 1M3 25 1/2 X 37 3/3 B B F.G F.0 JM4 25 1/2 X 46 3/6 B B F.G I.C.HJ IH45 25 1/2 X 53 1/4 8 B F.c F.cJ1J I"s 25 1/2 X 62 B B F.G F.GJMJ 1M6 25 1/2 x 71 8 6 FA F.O.MJ IM7 25 1/2 It u. 8 B F.G.J.K F.GJ.K b 1/2 . 26 30 1/2 . 36 3/6. 29 1/2 i 25 29 1/2 x 37 3/6 8 B r,c F.G 30 1/2 . 50 5/0 29 1/2 X 49 5/6 0 B F.0 F&MJ 30 1/2 4 56 1/4 29 1/2 X SS 1/4 6 B F.GF.G F.GJ•J F.GMJ301/2 . 63 30 1/2 . 72 29 1/2 X 62 29 1/2 X 71. B B BB F.G.HJ r.GMJ 30.1 2. 94 29 1/2 X 63 B B F,GJJ( F,G.J.K 2223 36 x 25 36 37.3/9 B B 1F.G F.G 24 36 1 49 5/0 Be B8 r.G FA F.G.1•.J F.G.") 24525 36 x ss 1/4 3l x 62 B 8 F.G m.1 F.CJCJ 26 36 X 71 8 6 F.6.HJ O.EA"j 7 36 x 63 B B F.GJ.K F.GJIJ.J.4 4 a 26 42 , 30 3/6 41 X 25 41 x 37 3/6 B B F.G r.O.HJ 42 . 50 5/6 x q 5/6 e B i,GJ F.cJ1JFiGJV42 . 56 1/4 41 135 1/4 F.C.Iv D.Ef.GJ•J 42 a 72 ai x 73 B B f.G.HJ O,E.F,GrJ 4 4 41 K 63 F G AA iCJ4+.JJt 49 . 26 47 X 25 B A.0A.0 Fu FA F.GJMJ46 . 1e 3/6 47 X 37 3/6 a A.0 F.c F.GyJ46 , 50 5/3 4E. x +/4 41 11 .9 5/6 47 x 55 1/4 B A.0 F.GlU F.cJ:J 46. 63 47 x Is 9 A.0 Fb.MJ F.G.MJ D.E.FG.NJ D.Ef,Gs.JOltx72 4 4 47 1 63 F r •• K 3233 52 1/3 X 25 52 1/8 X 37 3/6 Ba A.0A.0 F.G F.G F.0 F.c,1•,J 34 52 1/9 x 49 5/6 is A.0 rc.MJFJ/Jt.1 F,GMJD.E.F.G.MJ 34535 52 1/6 X 55 1/4 52 1/6 x 62 B6 A.0 A.0 r.GJM.1 O.Ef.G,M,1 S6 52 1/a X 71 B A.0 F.C.MJ O.Ef.GJ1J 37 S2 +/6 x 63 AC F.G.J.K D.E.F.GJ.KJ:K TQ PROME UK "5/8 IN. EMBEDMENT INTO WOOD BUCK. IRINt A O APPLIES 1000T SERIES SINGLE )N R =M N T20 ELEVATIONPRi6(t ALSO APPLIES TO THE FLORID ExTRV0ER5 IS00 AND i000 SERIES s>xat NUMOS. to) WHERE WINDOW IS *STALLED IN MASONRY OPENNG WITH A STRFICIENT tM0 BY WOOD c SLICK. - 3/a- SE ° SCREWS mi VIEWED FROM EXTERIOROF SUFFICIENT LENGTH TO ACHIEVE 1-3/e- MRL EMBEDMENT AT ALL MWALIAT" FASTENER LOCATIONS. PRLPARO B': PROOLCT A AP UCAnOM 37 S12E NOT AvMLABLE IN 1000 OR 1500 SERIES. FLORIDA EXTRUDERS INTERNATIONAL. , R DA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 L 2000 DRAIN BY: BB APPROVED BY: A40INL[R4.G. AMC,. ISO POERNAl10NA( P1Y,• SUITE 250. KATMtOw. F(ORIDM 32746 PIMONE 407 605-mS FAX 401 6CS-17366 a CAULK BETWEEN WINDOW FIN i SHEATHING INSTALLATION A14CMDR RB WOOD SCREW' STUCCO BY OTHERS WINDOW HEIGHT PERIMETER CAULK BY OTHERS SHEATHING by OTHERS GLAZING (TYPJ SEE NOTES) PERIMETER CAULK BY OTHERS IMSTALLA?IOI( ANCHOR IB WOOD SCREW STUCCO' BY OT1--RS CAULK BETWEEN WINDOW FIN lHEAl.*G L SHEATHING HY OTHERS SECTION A -A TVO By WOOD By OTHERS SHIM AS R£0'L SEE NOTES) 114, MAX. _j SHIM SPACE FIN TYPE WINODv FRAME HEADER GLAZING (TYP.) SEE NOTES) FIN TYPE WINDOW FRANC T]MARBLE SILL STOOL By OTHERS BrBYWOODOTHERS WINDOW VIDTH SMIM AS REO-D. - SEE NOTES) CENTRAL ?JAME-. M A""'" E 11NIENT j GLAZING (ITP.) -r kAST 1F (SEE NOTES) IMETER CAULKCTHERS SECTION B-B WDvDOv I A 1 9 B 24. O.C. MAX. (TYP.) EOUALLY SPACE WINDOW ANCHORS (TYP.) HEIGHT A 1.3JL(6* MAX. ncTrP.> ELEVATION nEwED FROM EXTERIOR REV DESCRIPTION DA EMBEDMENT " - uT eGroiOf'. f 1, PROSfT L APR IEATION EMGI,EERING. DIC. FIN TYPE WINDOW FRaE JAMB PER By 1/ 4' MAX. SHIM SPACE Tv0 by W00H STUD By OTHERS SHEATHING er OTHERS CAULK BETWEEN WINDOW FIN i SHEATHING INSTALLATION AMC s8 WOOD SCREW STUCCO BY OTHERS NOTES' 1) SHIM AS REO'D. A: EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4% 2) WINDOW FRANK MATERIAL: ALUMM)N ALLOY 6061 -.. 3) INSTALLATION ANCHOR H(UST BE OF SUFFICIENT LTm- TO ACHIEVE MIN. EmSEDUENT OF I' INTO WOOD BUCK. 4) USE SILICONIZED ACRYLIC CAULK SE1,0 0 WINDOW FIN AT HEAD. SILL k JAhOM 5) USE SIVICONIZED ACRYLC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WWDOW FRANK. 6) IF EXACT WINDOW SIZE 6 NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANVY LISTED WITH :NEXT LARGER SIZE. T) GLASS THICKNESS MAY VARY PER THE P.EOLOREvKNTSOf ASTM C1300 CLASS CHARTS.. 6) FLORIOA EXTRUDERS +ODD SERIES SINGLE HOLING IS SHOWN. THIS PRINT ALSO A -'PLIES TO THE FLORIDA ETRAXIM 1500 AND 2000 SERIES S94'.Z HUNG WINDOWS. FLORIDA EXTRUDERti INTERNATIONAL, SANFO D. FLORIDA TITLE: INSTAL LATIN ::TAIL W/RB SCREWS SINGE HUNG FIN WINDOW - SERI_S 1000. 1500, & 2000 DRAWN BY: ES APPROVED BY: DATE: 12/13/01 ;SCALE: N. T S DWG.:FLEX0026 SHT I OF 2 AL PKWT- sum 250. r_aY,r 4. FLORIDA I2746 Pmu f 407 00-0365 ' FAX Adz 00S-0366 7 CONCRETE ORMASONRYOPENTMG BY DTNCRS ONE BY WOODBUCKBYOTHERS CAULK BETWEEN DWINDOWFLANGE VOCD BUCK D i i STUCCO BY OTHERS PERIMETER CAULK BY OTHERS i j GLASS (ITP.) SEE NOTES) J. WINDOW EIGHT) PERIMETER CAULK BY OTHERS a CAULK BETWEEN WINDOW FLANGE PRECAST SILL W/VVLKEM 116 ADHESIvE CAULK OR APRV'D. COL. .... INSTALLATION ANCHOR 3/16' OUL TAPCON CAULK BETWEEN vCGO BUCK & MAS•Y. OPENING BY OTHERS GLASS (tY?:) , 1-1/4' MIN (SEE NOTES) 4 C Er.3EDMCNT 0. A g. vo SHIN AS REO•D' i/4• MAX. SEE NOTES) FLANGE TYPEWINDOWFRANC . W.W. RIDGED VINYL A GLAZING BEAD F B.M.> 1BUCK / HEIGNi) QBL•+ RIDGED VINYL GLAZING BEAD W.H. 24 D.C. MAX (71P.) FLANGE TYPE ri WINDOW FRAME t _ 6' MAX.(TYP.) J_ a. I V PRECAST SILL BY OTHERS SECTION A—A_q A --miJ ELEVATION VIEWED FROM .EXTERIOR B.v. BVCK WIDTH) SHIM AS RCG•D. 1/4• MAX. SEE NOTES) RIDGED VINYLGLAZINGBEAD 1"• .;- CONCRETE ORjCnttncn) NAS NRT GPEMING1BYOTHERS D INSTALLATION ANCHOR 3/16' Bia .TAPCON v 0 ONE By vGCD BUCK BT OTHERS v FLANGE TYRE WINDOW FRAME CAULK BETWEENFLANGE PERIMTER v WINDOWVCCD BUCK CAU:K By CTHERS CAULK BETWEEN WOOD BUCK & V.V. KASIT OPENING WINDOW WIDTH) STUCCO BY OTHERS SECTION B—B 1) SHIM AS REO•D. AT EACH INSTALLATION AW:NOR. MAX ALLOWABLE $tlY STACK TO BE 1/42) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- IONDIaTAPCONINSTALLATION ANCHORS MUST BE OF SUFFICIENT Lit. TO ACMEVE WIN. EMBEOMENT OF 1-1/4- INTO MASONRY OR CONCRETE. T MEAD JAMBS. SILL MUST BE4) USG SILICOWZEO ACRYLIC CAULK BEMwO WINDOW FLANGE A, ATTAG(ED TO THE SUBSTRATE WITH VMKEM 116 ADtESW- CAULK OR APPROVED EQUAL. - S) USE SILICOr6ZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CNART. USE ANCHOR DUAMTITY LISTED wRMNEXTLARGERSRC. FOR THE APPROPRIATE DESIGN PRESSURE REO'O. . 7) GLASS THICKNESS MAY VARY PER IKE REO(AREMENTS OF ASTM E1300 CLASS ChARIM-. B) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C.. IB SCREWS'OF SUFFICIENTLT". TO PROVIDE MIN. 5/0 w. EMBEDMENT INTO WOOD BUCK SHOULD BE WALLED' 9) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THEFLORIDAEXTRUDERS2000SERIESFIXEDWINDOWS. ... 10) SEE BACK OF IMIS SHT. FOR wST04 ANCHOR REOLXR°JJCMTS. 11) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SELL MUST COMPLY wITM SEALVO MANUFACTURER'S RECOMMENDATIONS.. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE ISUFFICIENToTNTS EMBEDMENT. B13) WINDOW UNITS CAN BE EOt0ERUIUSINGG LUMIMU TUBE ULLION. SEE MtRLION INSTALLATION SMEETS FOR PLOUIR£MENTS. INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: INSTALLATION DETAIL 4l/ ONE BY BUCK FIxED.FLANGE vIND3v — SERIES 1000 & 2000 DRAWN BY:H9 APPROVED BY: Z 12002 DATE: 10/22/01 ISCAL£: 14TS DWG.: FLExooiB S (CET 1 0 2 RCPARED BY:'PAaOutT iCCIINpOGY C0". 250 w1TANAI*"L PKw+', SIAIE 250. nE.A1MI'JA. fL01lIDA327.6 P.W 407 605-0365 FAX A07 S03-346 W SHEATHING BY 0714ERS CAULK BETWEEN WINDOW FIN tSHEATHING INSTALLATION AMCMDR •B SCREW EXTERIOR FINISHGTHERS — PERDETER / CAULK By OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK IT OTHERS INSTALLATION ANCHOR — to WOOD SCREW EXTERIOR FINISH BY OTHERS I. M!N EMBEDHENT WOOD FRAMING or OTHERS SHIN AS REO'0CENMAL Tit [' SEE NOTES) A$ i AW: 1/4' MAX. r i..i u SHIM SPACE v ` M 'J,i i 7tu GLAZING SEE NOTE 63 GLAZING SEE NOTE 6) FIN TYPE WINDOW FRAME CAULK BETWEEN J I I'MIN I vINDOV FIN EM3EDIEN? t SHEATHING SHEATHING BY OTHERS SECTION A -A BUCKHEIGHT FIN TYPE v1NDOV FRAME SH114 AS REO'D. 1/4' MAX. SEE NOTES) WOOD FRAMING BUCK BY OTHERS ME1w EXTERIOR FIN TYPE . WINDOW FRAME A -o' ELEVATION VIEWED FROM EXTERIOR PREPARED BY: PRODUCT 1Eallolw WINDOW WIDTH MAX. SHIMSroM SPACE V(XD FRAMING BY OTHERS SHEATHING BY OTHERS IUSTALLAilON ANCHOR W? SCREW CAULK BETWEEN WINDOW FIN L SHEATHING SECTION 8-B EXTERIOR FINISHPERIMETER CAULK By OTHERS By OTHERS NOTES. 1) SHIMEACH LAANCHOR WITH LOAD BEARINGSmmNn ALLOWABLE SHIM STACK TO BE 1/4'. 2). WINDOw FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENCHT TO ACHIEVE MIN. EMBEDMENT OF I - INTO WOOD FRAME. CAULKSESxjCONZEDACRYLICR SEAL AROUND EXTERIOR OF vnNDOw FRAME. 5) USE SIICONIZED ACRYLIC CAULK BEHIND WINDOW FRI. 6) CLASS THICKNESS MAY VARY PER REOUIREMENTSOFASTME1300CLASSCHART.-. SINGLE 6LA2B+0 IS SHOWN. INSULATING GLASS' ALSO OVALIFIED. 7) FLORIDA ExTRUDERS 20D0 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND I000 SERIES PICTURE WINDOW. B B) SPACE INSTALLATION ANCHORS Ar S' MAX' FROM CORNERS AND MAX. 24' O.C. -DESIGN PRESSURE CAPACITY OF iNSTALLATONS. W1TM ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AvANLABLE SIZES UP TO 73' x 71- OR 63' x 05" OR 119' x 37-3/n' MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS US;YG ALUMINUM TUS: MULLION. SEE MULLION . INSTALLATION SHEETS FOR RECIREMENTS, JDATE: I / 3 3/ UC I SCALE: N. 250 INTVt%ATHOHui PKWY. SUITE 250. HIE NARY. FLOW' FLEXUUJU 407 !OS -OHS FAX 4017 0 CAULK BETWEEN CAULK BETWEEN WINDOW VELD BUCK t MASONRY OPENINGFLANGEtWOODBUCKBYOTHERS ONE BY WOOD BUCK BY OTHERS CONCRETE OR MASONRY CIPENING INSTALLATION ANCHOR IT OTHERS 3/16' DIA, TAPCON EKTMOR. FNNiSH BY OTHER$ d 1-1/1' MN. 1 V 1MENT 1/4' MAX. SHIM SPACE K-RDNEfER CAULK J By OTHERS SHIM AS REOD ISM NOTES) vttwv FRAME HEAD GLAZING (TYP. SEE NOTES) NOTES 1) S.tw AS RED'D AT EACH INSTALLATION ANCHOR YATM LOAD BEARING SHIM. MAX. ALLOWABLE SMIM STACK TO BE 1/4•. 2) WINDOW FRAYE MATERIAL: ALUM"Ju ALLOT W63. 3) 3/16' DMA. tANON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHICA MIN. EM LDMENf OF 1-1/4- INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6' FROM CORNERS k 24' 0. C. MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD BE FILLED WITM /6 SCREWS OF SUFFICIENT LIM. TO PROVIDE MIN. 5/6 IN. EMBEDMENT INTO WOOD BUCK. A) W'NERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL Two BYBUCK. USE /10 SCREWS OF SUFFICIENR LEW.M TD' ACMKv^ 1-3/1' MIN. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. 5) us! SgXoodccO ACRr-C CAUUc BEwND ww00W F- NCE A- HEAD. SILL Amies. 6) USE SILCOw ED ACRTUC CAULK FOR PERIMETER SEAL AROUND EXTERIOa OF WINDOW rLalhGE. 7) GLASS THICKNESS MAY VARY PER THE REOLoEMEN-S OF ASTM E1300 CUSS CHARTS. SINGLE GLAZING K SHOWN. INSutATING OLASS K ALSO OUAIJFIED. B) BUILD DOWN ARouND CURVED PORTION OF "NOOw FRAME TO BE ENGINEERED By OTHERS. BUILD DOWN MUST BE OF SUFFECIENT S:RENGTM TO ADEOUATELY TRANSFER LOAD FROM WW40OW TO THE STRUCTURE. 9) FLORIDA ExTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES t .2000 SERIES. W) ELEvA510NS SmOW COMMON CONFIGURATIONS- IT 1S NOT INTENDED TO LIMB USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. TmS SHEET APPLIES TO ALL CONFIGURATIONS TMJIT CAN BE MANUFACTURED FROM THE 1000. 1750. 61 2000 SERIES DESIGNER F-UcED WINDOW FRAMING SYSTEMS. 11) wwoow UNIT CAN BE MULLED TO O'•MER LIMITS i&NG ALUMINUM TUBE MULLION. SEE.MULLON INSTALLATION SHEETS FOR REOUIREMENTS. A WINDOW WIDTH INSTALLATION EXTERIOR ANCHOR 3/16' MA. TAPCON WNDCKNMEMOIR WINDOW FRAME ILL SHiH AS REO'0. SEE NOTES) B 9 PERIMETER CArtK BY OTHERS EXTERmR FINISH A BY OTHERS L 1/4- MAX- EXTERIOR ELEVATIONSHIMSPACE CAULK BETWEEN WvtAO/DW FLANGE 4iWOODBUCK CONCRETE DR Catm BETWEEN MASONRY BY L•1ER5 WMD BUCK ms"Y Ope`NING SECTION A -ABrDTMeas SHIN AS REO'D KSEE NOTES) WINDOW FRAME JAMB GLAZING tTYP. SEE MOTES) MIN. a. EMBEDMENT 1/4' MAX 'L'- SHIM SPACE ONE By WMD NICK By OTHERS IN$TALLATI.ON AMCMCR d _ / 3,16' DiA. TAPCON PERIMETER CAULK IT OTHERS / EFTERICR FINISH J BY OTHERS WINDOW WIDTH CAULK BETWEEN V2: BUCK t M.S'T OPENING IT OTHERS 111 C I 1 CAULK BETWEEN VIN31-V FLANGE t WOOD BUCK CONCRETE OR HASONRY OPENING BY OTHERS CTION B-B WTND IE+GOIHt 8 B A EXTERIOR ELEVATION o A- MIN ®, . FB • • FLORIDA EXTRUDERS INTERNATIONAL, INC EMBEDMENT W+"- N SANFORD. FLORIDA ONE DY WOOD A L TITLEFLANGE INSTALLATION DETAIL CONCRETE HEADER V/1 BY BUCKBUCKITOlAps DESIGNER FIXED WINDOW 1000, 1750, S 2000 SERIES ram' DRAWN BY: BB APPROVED BY: a2z,=— DATE:02/12/02 SCALE: NTS DOG.: FLEX0035 HIVYC! M =a tob.*A • 17M. m 1Nt—• - &AL. X= m -c—C.. NWHM m`4 N+O[ ns BCNBl! sr KI 4,•OM ONE BY PUCK INSTALLA7:13N 8:0 SCREW ANC.-CR 1-3/8' MIN. EMBEDMENT PT OTHERS BUCK WIDTH 1/4' MAX. SWIM SPACE CAULK P£TVE£N WIMMd BUILD DOWN PT OTHERS CAULK KTvE.EN TvG PT PUCKFLANGEI. jW+ THING ALSO APPLIES tau* TWO PT rANING C3HCRETE TO SILL) 1) Srt.t AS PEO"0. AT EACe INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. Pr OTHERS Pt GTNERSALLOWABLESHIMSTACKTOB£ 1/4'. P.ivOOB CAP] 2) wINpOw FRAME W.VhAv ALUMINUM ALLOT 6D63. PT OTHERS I-3/D' -N. r 3) WCON WS ALAT-0- ANCHORS AT SILL MUST EE OF SUP74CtENT L7ti. TO ACME" SHIN AS 1 EMBEDMENT MIN. EMBEDMENT OF 1-S/t• INTO MASONRY OR CONCRETE. j71Q IN$TALIATION SEE NOTES) ES) INSTALL 7ION Ar[@R SCREWS AT HEAD k JAUSS MUST SE OF SUFF{:ENT LEP47H TO ACHHE4E 1-3/6• XO SCREW MIN, EMBEDMENT INTO WOOD FPAMINO AND BULO DOWN wHERE REOuRED. EXTERIOR FINISH pteTALLATION ANCHORS k SCREWS TO K PLACE3 6 IN, FROM CORNERS Q 2• IN. dhOTHERSO.C. MAX. v:nDOv FRAME 1` CAU^.x KTvE£N USE SNAOWED ACPr.IC CAULK BEHIND wADOw FLANGE AT HEAD. Su k JAMBS. JAMB VINWV FLAKE 5) USE %ICOHOZ£0 ACRYLIC CAULK FOR PERIMETER SEAL ARD" EXTERIOR OF t V70D PUCK WINDOW FIANCE. GLAZING (TTP. MAX. 6) C'-ASS THICKNESS MAY VARY PER Tnf RE000HEMENTS OF ASTM E1300 CLASS SEE NOTES) Qf- 1/•' SMw SPACE CHARTS. SINGLE OLAZXNG IS SHOWN. INSULATING CLASS (s ALSO OL'AL6ED. Q7) BULB DOWN AROUND CURVED PORTION OF WIDOW FRAME TO BE ,ENGINEERED By OTHERS. BUP.O DOWN MUST BE OF Su*70 hi STRENGTH TO ADEOuATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. B) FLORIDA EXTRUDERS 1000 SERIES DESiG ER WINOW SHOWN. THIS PRINT ALSO PEP.:HETCR CAULK APPLIES TO FLORIDA EXTWXERS 1750 SERIES h 2000 SIRES. CDKRETE OR BT OTHERS v f) ELEVATIONS SHOW COMMON CONFIGURATIONS. R IS NOT INTENDED TO Liur, USE OF WT SHIN A_ RE0'D THIS PRODUCT TO THESE TWO COtSIOURATONS. THIS SHEET APPLIES TO ALL PCRUET£R CAULK syOTHEPTOTHERS NOTES) C^„NF UftATONS THAT CAN BE MANuFACTuRED FTIOM THE 1000. 1750. A 2OCa PT OTHERSSEESERFSDESIGNERFucEDw:NOOw FRAMING SYSTEMS. 10) WMDCOW UNIT CAN ALSO BE MULLED TO OTHER UNIS USING ALUMINUM TUBE WINDOW V10TH VIN v FRAME MULLION. SEE MULUDN INSTALLATION SHEETS FOR REOuStEM£NTS. HEAD ExTER:rp FINIS.. S CTION $—B PY OTHERS WmHDOW HEX.M EXTEo:OR v:NDOv FRAri sot. P£iIMETCR CAHZK BY OTHCRS EX'fAMR Fi>1SH PY CTNERi GLAZING (TTP. SEE NOTES) SHIN AS RETV SEE NOTES) CAULK BETWEEN aVINKNFLANGE it FT VOOD zzCAULKPETwrEN WOOD 1•.'K t HASO1A• OPENINGbyOTHERS Ur_TIQN A -A By DTHE<s BUCKHEIGHT L sHIIM s%A:E EXTEFIOR ELEb',=TJC) LtE1/A NM"'•'i++i+•itiJ.( rLO1liL B..:i.F. i r / I DOE 3Y VODD XMWAG`I'(J M NAW: BUCK aT OTTERS F I e• • ... r }. J(ViAM FUINSTA'-LATION ANCTSs? a '-1 r r, •. n.tI.I.T3n6• i'Ik TAPCOtNLU'..y ND',K WIDTH A MECHITHuGHi 8 8 I A FxTEPIC= E° EVATION 4-s. .• woAe+ su..aEx• ar ri rrp..t?a l.H, VA HfE i•+.A11.. naa. a-. .« o Ne)•Hf{: r...r...-I: 9 SHEATHING By OTHERS 09 INSTALLATION ANCHOR SCREW C IT OTHERS PERIMETER CAUL% by OTHERS FIN. FRANC HEADER EXTERIOR PERIMETER CAULK BT OTHERS CAULK BEHinD FIN TWO IT BUILD DOWN BT OTHERS SnIN AS REOD. cSEE NOTes) VA' RALSPACE f GLAZING cTTP. SEE NOTES) Fin FRANC SILL SHIN AS REO'D.- cSEE NOTES) / EXnnop FDNiSH- BT OTHERS 08 INSTALLATION I. ANCHOR SCREV NTTPJ SHEATHING lY OTHERS F Him E•3EDIEI SECTION A -A I VN' 4tln SPACE NOTES' 1) SHIM AS REO'D. ACJACENT TO EACH INSTAL1ATtOh ANCHOR WITH LOAD 8EARw4 SHIM, MAX. ALLOWA—sLE SHIN STACK TO BE ,/A'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE S;L COPXZED ACRYUC CAULK BEHIND WINDOW F.H AT HEAD. Slu N JAMBS. s) USE SIXDR+ZED ACRTUC CAULK FOR PERIMETER SEAL AROUND EXTERM OF WINDOW FRAME, S) GLASS THICKNESS MAY VARY PER THE REMIREMENTS OF ASIM C1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. 6) SCREW ANCHORS AT HEAD.Su B: ;AMf SHOULD BE /8 'SCREWS OF SUFFICIENT LTn. TO PROVIDE MIL I RL Mw. EMBEDMENT INTO wgOD FRAME. PLACE is SCREW ANCHORS.6' FROM CORNERS AND 24' O.C. MAX, 7) OTHDOWN AMINO CLOWED PRION OF WINDOW FRAME TO ERS. BUILD DOWN MUST BE SUFFICIENT STRENGTH O8 E NGwTEiYETHED BY TRANSFER LOAD EROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERFS MS04R WINDOW SHOWN. THd PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 17SO SERIES a. 2000 SERIES, 9) ELEVATORS SHOW COMMON CONF*JUT*RS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCTTOTHESETWOCONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGUbaTORS Tr. LT CANBE MANUFACTURED FROM THE 1000. 1750. A 2000 SERIES DESIGNER FUG£D w%%t0w FRAMwG SYSTEMS. 10) WINDOW UNIT CAN ALSO B£ MULLED TO OTHER LWS USING ALUMINUM TUBE MILLION. SEE MULLION INSTALLATION SHEETS FOR REOuLREMENTS. wINDOw WIDTH A F A TWO By FRAMING EXTERIOR ELEVATION AT OTHERS _ CAULK BEHIND FIN • 0 cr N c ADS„ — HEIGHT B e I Ur IAK SHIA SPACE SHIN AS REO"D. — SEE NOTES) FIN FRAME JANi— GLAZING cT TP. SEENOTES) 2 INSTALLATION ANCHOR SCRE V cT Ti.) TVO IT FRAHSNG By OTHERS CAULK BCHIHD FIN rL7 L- rat SHEATHI By CTERS EXTERIOR EXTC:! IDR F;NISH By 07rcks N PERIMETER CAULK 6T OTHERS Si_MON B-$ A EXTERIOR ELEVATION TERNATIONAL. INC FLORIDA EXTRUDERS ' SANF D. FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: B B IAPPROVED BY: DATF-02/ 14/02 ISCAIM.NTS DWG.: FLEX0037 pw/ mr I M N umc,, Nc Amo cwp H• •.ni tn.r a. un rA -c—ov. rum& Ff.N ftoc w MNN]IS ry at N o:IM 3 CONCRETE OR SHIM AS RE•O•D INSTALLATION ANCHOR NASGNRT OPENING (SEE NOTES) 3/15• DIA. TAPCON By OTHERS CAULK BETWEEN INSTALLATION ANCHOR RD SCREDOORFLANGE - W < NOT REED., BY WOOD iAP OM15 ARE NOT REJ'D.> L WOOD BUCK CAULK BETWEEN ONE PERIMETER ROOD SLICK L BUCK BY OTHERS tx Er MAS•Y. OPENINGCAULK: Git BY OTHERS rI 1/4' MIN. 1 £ M,3EDMENT STUCCO SLIDING GLASS BQ DOOR FRAME Y• OTHERSpi, c JAMBi I/s' MAx. p D.. F S.`UM SGACE TVfEN 1/ 4' MAX. SMIN SPACE j CONCRETE OR 1 1/' MIN. i MASONRY OPENING fMi1.,DHEMTByOTHERSIn ONE BY WOOD CAULK BETWEEN INSTALLATION A.YCrW^R7BUCK BYOTHERSWOODBUCK L " 3/36' Dla TAPCON MAS'Y. ;OPENING BY OTHERS Q CAULK BET-V CAULK BETWEENSLIDINGGLASSDEERHOOKSTRIPLWOODBUCK L HOOK STRIP VfJOD BUCK MAS'Y, OPENING Q le BY OTrERRS t t SM: M AS RED'D. ) t I (SEE NOTES) 1-1/4' MIN EMYDMEN_ V lli 4 INSTALLATION ANCHOR 346' Dta TAPCON INSTALLATICW ANCHi TEMPERED GLASS TYP.) O CAULK DOOR FLANGE L WOOD BUCK RS SCREW ( TYP. WHERE TAPCONS ARE )E3T REO'D.) SLIDING GLASS DOOR FRAME PERWTER CAULK BY p OME Er WORD BUCK RBY OTHERS NEAR OTHERS CONCRETE OR MASONRY OPENING STUCCO BY OTHERS BY OTHERS , w S. G.D. WIDTH CO B. O• 4•TENPERED GLASS TEMPERED TYP.) GLASS (TYP.) SECTION 11 P'A• r GLASS DC1OR l BOORt. r . s Y v . r . s INTERLOCK HEIGHT MASTER FIIAE # _ HOOK STRIP DETAIL T A • I U DOOR MATERIAL. ALIRRMM ALLOT 6K3. 2) TAPCDNTTKb4TALLAtIEMMQgtASMUSTKor SurriC3ENJ ICMGTN TO KHIEVC HIK CrtKDKMRi Or 1- t/4• baD NASWMr 4R COMM7C. 1) ALTCbMTCTAPCDNINSTALLATIONARCHMSFRONT TO BACK IN rRAMME MCMKRi ... TAPCOM AMCNOR CR•1R7 ON RACK Or THIS SRCET. S) WSESILICOHIMDAMWCCAWREMINDDOORfLAMGEAT MAD 6 JANbi 6) 11SCSiL1CONIMDAOMICCAULKFORKRINCT£R SEAL AROIJ4 EATERIOR Or -OWL _ 7) OFEXACTDOORWEISNOTLISTEDINANCHORCMART. USE ANCHM PJANTITT.LIStCD v:TM N[xt LARGCR SIZE. rat -THE PRIATC DESIGN REOL L FOR POCKET SUCS SSE CLOSEST "ASS DOW SiM L 1pitfARAT30N t0 fiHISHEO OKNUtG PLACE CONS, IN fROMT Or MODt StRf- AS SNOWM GLASSS 114OFASM [IBDD GLASS CHARTS. TMCHDRESS MAYWARTKitRCUDW.CD SLIDINGGLASS 3 r top ALLrACiDRrAPKxBMe.Es OOT xstwT£D roe trtOr. ANCr6St s.aLD K fuLEb vlTM •e SCREW: B or wrriclutt LE)LTM TO ROVIDE MIM S/B• EMUEDENT INTO WOOD SLICK. D-X2 FRAMEIt) DOOR Wgt IS A PROWEB VSV4 TE)CHLD GLASS IN SlN4LE rLAMB OR 3MSMATbc GLASS. SEALER SILLIIz) A" / S&L CORMCRS ARE TO K SCALER WITH A SMALL otMT SEAM 13) SHINASREC'L AT EA SET Or b.STALLAt10N ANCHORS MAX. ALLOVA0.£ SHIM STACK TD K 1/6'. 1 p1.) ALL INSTALLATI6R AMC'ORS MST K MA% Or CGUMIGN RESISTANT HATERlALS. IJ 1s) .WHERE 'X' RE RESCN:S Mov"c PANEL AND *W RCPRESCNTS rtXED PAlEL APPROVED , C@WIGUOTMNt ARCASLISTEDONANCHORCHARTONBACKOrTHISSMC£T A i- 16) NOT ALL COWl"ATIONS LISTED ABOVE ARC SNOVH 4. TM3S DRutNG, HOWEVER IKTALLA'ICN ExTERIOR CLEWA'! DN SECtTDNs A A. -t-Y. 6 HOOK STRIP DETAIL APPLT TO 19WALLAIMN OF ALL APPVVAD E I3EDMENT 2 PANEL DOOR Ss13WN COl1GURA7tONi 17> INSTALLDNETAPCON !N EACH PA)* 7 r•ET0R7 APPLIED WSTALlAT10M MOLES TINLCSS MOTEK p • G • 1.1/R' M:N OTNERvtsE OM AMC)OAR t CHART. SEEBACKOr THIS SMCET. it) ftORIOA ExiRUOERS N06 SERIES SLIDbC GLASS 00011 IS SNOV•L tMIT WINS ALSO APPLIES TO p 2DB0 SERIES AND s6R SERIES.. Q • D ' REV LIBERALLY APT. Y CALLKIWR UNDER SILL ? OR SET SILL IN BED INSTALLATION ANCH! OF CONCRETE 3/ 16' tia TAPCON SECTION A -A DATE:10/25/ 01 ISCAIE: N11 IDwG #: FLEXOO21 WT ATIDRr RN V _ &ATE Z-A. MEATw*.. nDe:.. 3r7.6. W-zs-ms ru .67-0:5-066 INSTALLATION ANCHOR i— DOOR WIDTH /A• MAX. SHIM SPACE INSTALLATION ANCHOR SHIM AS RE-0'D D8 SCREW Tv0 BY WOOD R8 SCREW SHEATH NG cSEE NOTES) _J_,1-1/H MIN BY OTHERS iLrO HT WOOD DY GTM RS { EM3EDMENT BY DINERSCAULKBETWEENTVOBYWOODSLIDINGGLASS14DOORFLANGEByOTHERSDOORFRAMEtSHEATHINGJAMBCAULK BETWEEN HOOK STRIP L SHEATHING SLIDING GLASS DOOR HOOK STRIP I SHIH AS REO•D 1/4• MAX. cSEE NOTES) SHIM SPACE INSTALLATION ANCHOR MINR8SCREW 1-1i6' MIN. EHBEDHCNT EMBEDMENT TEMPERED GLASS STUCCO (TYP.) CAULK BETWEEN DOOR FLANGEDRSIDINGtSBYOTHERSRtEATH}MIG SLIDING GLASS DOOR FRAME PERIMETER HEAD SHEATHING CAULK BY BY OTHERS OTHERS PERIMETER SHEATHING SY OTHERSCAULKBY TEMPERED GLASS TEMPERED OTHERS OR StD1N6STUCCO (7YPJ STUCCO OR SIDING GLASS (TYP.) BY OTHERS BY OTHERS SLIDING GLASS DOOR s'.'. rr { T q - •:A r. . INTERLOCK .. --. ... DOOR HEIGHT SECTION E-B HOOK STRIP DETAIL GO /0#4 VIPERS SLIDING. GLASS. DOOR FRAME SILL D 2 D0 TALLAT ALWI•1L+' ALLOT fA%32) O OSTALLATTO. GSMWSE&JA MUST DC Or SlA"AT Ni LENGtn TO ACNIEV£ T ENKDNENTOFHIMINTO.Tm T IAPCON_TTMC 1EmbCD.A?IA ANCNGR-, AT SILL MJST 0 ? f1fGK)ENT LE11GtH TO ACHIEVE MIN EMKD1E1t 0< f-I/a• W;ONASpRT OR CONCKTE:- ... _.... . 31 DSTALLATItN AMC.= J>"T ON DACK OG THIS SKCT. a/ USE SLICOWZED ACRYLIC CAULK KNIND DOOR rLAWX AT HEAD L JANIS. j A USE SAICON= ACRTLIC CAULK TOR PERIMETER SEAL AROUMD EXTERIOR OG DOOR OR6) S EXACt DONIAISNOT LISTED W ANCHOR CKIRT. USE ANCNOR OIIANTITT LISTED VTTN NEXT LAWAR SIZE. IM THE APPAOMATC DESIGN PRESSURE REO•n 71TOPOCKC1DOORSIZESUSE. CLOSEST SIPASS DOOR SIZE E COWIGUItATION TO ryHISMCO WT- MG PLACE WSTALLATION ANCHORS. IN tRONT Or ICS[ STRIP At SHOWN bCLASSTNICvESiMtVARYKRREOUIRWNTSWAETNE1300GLASSCHARTS- 9) .DOOR WIT IS APPROVED USING TENURED, CLASS. W SWGLC GLAZED OR' INSYLATM4 CLASS 10, JAq / SILL CORNERS ARE TO K SEALED WIN A S/ " J0100 SCAN SEALER - III SWJI AS REO'D At EA SET OG tWALLATWp A.ClQ f-X. ALLOVAAE " ST.CK TO K 11" 32 1ALL INSTALLATION AhCMCRS MUST DE MACE OG C74011Y. RESISTANT HATCRIALS 131MERE 'A• AEPRESENtS PpVIMG PANEL AND -jr REPRESENTS $'MD PANEL APPRM3 COWIGWIATID'4 ARE AS LISTED ON AMUOR CHARS D. SACK Or THIS $UET. EMBEDMENT EXTERIOR ELEVATION '" NOT SECTIONS '•"# :'N= S OCT,X PTO INSTALLATIONWAA" AAPP VED •tIDN COKIGI^ ATIDNt _ O 1-1/4' MIN. BSI GLODID. EXTRUDERS TWO SERIES SLIDING GLASS DOOR IS S.Ovu 7HI2 PRtfS ALSO APPLIES TO 2PANELDOORSHOVN . - 2D00 SCRTES, AND D00 SCRICL REV DESCRIPTION DATE INI EXTRUDERS uj( HERALLY APPLY1L RID A INS. INC. SAWORD ~F.I_ CAUIx:PI4 UNDER S'LL OR SET SILL IN BED .INSTALLATION ANCHOR .... `. Or CONCRETE 3/16• DIA. TAPCOW TITLE: SLIDI vG GLASS DOOR INSTALLATION* WITH # 8 SCREWS' SECTION A - A DRAWN BY: BB ._ _.: _ `` APPP.OYED BY: 2002 ATE: 12/17/01 !SCALE: NTS 1tiG /£LEXE0027 p(i I o AM.Wo tw1c." OL W. 21-1 1Nfcjt-f N s<,A. DATE 290. C.tam., fLOCDA. 227.6..0-/ -em r- N7-013-0" I i t IWO P.V DESIGNER SILL (TYP.) i8 X 3/4 SELF TAPPING SMS Ix 2x4/8 TUBE MULLION WINWV SrAl L MUtAM SEALAKT fLAMiW[mwv S i8 X 3/4 SELF MULLION 1000 SJf. TAPPING SMS HEAD (TYP-) SEALANT CTWM SECTION A —A (1) IWOr P.VJDESIG ER SILL (TYPS . s8 X 3/4 SELF TA"m MSI X 2 7/16 X 1/8 1 / TUDE MILLION L i8 X 3/4 SELF IIIQO SX TAPPM SMS HEAD CTYP.> AL Krum SECTION A —A (3) L MULLMN 1000 P.VJDESIGHER SEALANT KTI- VINDOVSD1CTYP L MULIDN ie X3/4 SELF T 1 x 4 X 1/e TUBE MULLION i8 X 3/4 SELF 1000 &K TAPPDHG SMS HEAD (TYP. SECTION A —A (5) 1000 P.WJDESIGNER SILL (TYPE 00 X 3/4 SELF TAPPIW SMS 1X2X 3/8 TUBE MULLION A X 3/4 SELF 1000 SA . TAPPIW S HEAD CTYPJ SECTION A —A (2) f000. P.VJDESIGNER SILL (TYP.) . i8 X 3/4 SELF TAPPDCG SMS 1 X27/i6X TUBE MULLION APPUES TO HEAD do SILL WHERE 1' X 4' AUXILIARY PLATE DETAIL C & 2" X 4" TUBE UULUONS ARE USED O'M ADDITMNAL ANElaei. VWX REOUMEM O SHEATHING INSTAL LATIONd ANCHOR 08 VbOD SCREW (TYP.) Ci EXTERNAL MULLION INSTALLATION CLIP TVO BY WOOD BUCK BY OTHERS aGNER4 SELF SMS T2X4X3/8 TUBE MULLION i8 X 3/4 SELF 1000 S.M. TAFOING SMS HEAD MP.) I X 3/4 SELF TAPPING SMS SECTION A —A (4) 1000 ix HEAD CTYP.) . 1000 P.VJDESIGNER SILL (TYP-) SECTION A —A (7) Q TAPPING S SELFA,L•O 1X4X3/8 ( TUBE ILLIZET f ' ? MTai : ia1A A U 1 A 01 # i8 x 3/4 SELF 1000 S.M. TAPPM SMS WAD ( TYP.) SECTION A -A (6) BE7est_ t, L ULLION APPLIES TO MEAD tc Sal MRERE i- X 2* L 1/ EMB DETAIL k 1' X 2 7/tui'_ TUBE MULLI0e6 ARE USED 8 nm lresrALutuw ANClDR to1I000 SCAEv mP Mae¢ av 8' MIN. FOMENT 111 Ew EDr.. r- ZAJ. a/r FLORIDA EXTRUDERS INTERNATIONAL, INc SANFORD. FLORIDA nTLE:SER. 1000/1500 FIN SHEET 1 OF 2 - TRIPLE HORIZONTAL MULLION SECTIONS " SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAVW BY: MSH APPROVED BY.' DATE:2/ 6/02 SCMY-NTS - Dxc.: lPMFINTR DETAIL k 1' X 2 7/tui'_ TUBE MULLI0e6 ARE USED 8 nm lresrALutuw ANClDR to1I000 SCAEv mP Mae¢ av 8' MIN. FOMENT 111 Ew EDr.. r- ZAJ. a/ r FLORIDA EXTRUDERS INTERNATIONAL, INc SANFORD. FLORIDA nTLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 - TRIPLE HORIZONTAL MULLION SECTIONS " SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAVW BY: MSH APPROVED BY.' DATE:2/6/ 02 SCMY-NTS - Dxc.: lPMFINTR FLORIDA EXTRUDERS INTERNATIONAL, INc SANFORD. FLORIDA nTLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 - TRIPLE HORIZONTAL MULLION SECTIONS " SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAVW BY: MSH APPROVED BY.' DATE:2/6/ 02 SCMY-NTS - Dxc.: lPMFINTR TYPICAL M TO O .iR(;CB SEALANT BETWEEN 1000 P.V./DESIGNER O JAM EREI fE APPLIES TO .IAMB WHERE 1' X 4' DETAIL B FLANGES SILL CTYPJ 2' X 4' TUBE MULLIONS ARE USED) QtwINwvMULLION1000P.V DESIGNER 1 SILL CTYPJ RB X 3/4 SELF N8 X 3/4 SELF TAPPING SMS TAPPING SMS CONCRETE OR MASONRYBYOTHERS \ 1 X 2 X I/8 1 X 2 X 3/8 INSTALLATION ANCHOR 3/16' DIA TAPCON SCREW ANCHOR CTYPJ TUBE MULLIIBi TUBE MULLION SEALANT BETWEEN ONE BY WOOD EXTERNAL Mti<.t.iDM INSTALLATION CLIP WINDOW FLANGES CENMUL FLOMA &O.A.F. R= BY OTHERS Q MANWACTMM TAPPING SMSF IOOO SHL ' TAPPING SMS Yitl 7aLl1i FILE . HEAD (CTYPJ SEALANT BETWEEN SECTION A —A (1) HEAD CTYPJ SECTION A —A (21IN0OW t MU.LMN 1000 P.V DESIGNER SILL CTYPJ 1000 P.V DESIGNER SILL CTYPJ QSILLP.V./DESIGPER SILL CTYPJ. 9 X 3/4 SELF M8 X 3/4 SELF T' SMS i8 X 3/4 SELF TAPPING SMS 1X27/T6X1/8 1 X 2 7/16 X 3/8 TUBE MLLLIOW TAPPING SMS 2X4X3/8 L TUBE MULLION TUBE MUI.I_IOIN BED ENTEMBEDMENT Sm FLANGES VILOUT DETVEEM t MULLION t MW.fON A f8 X •3/4 SELF 1000 S.H. TTAPPINGSMS i8 X 3/4 SELF 1000 . SS.H.TAPPING SMS L. — A . HEAD (TYP.) HEAD (TYPJ SEALANT KTIOTEN SECTION A —A (31 SECTION A —A Mmv FLA t MALIDfN 8 X 3/4 SELF TAPPING SMS IWO P.WJDESIGNER .SEALANT KTVEEN WDOV F 1000 P.V DESIGNER - r SILL CTYPJSILLCTYPJ 08 X 3/4 SELF t r i8 X 3/4 SELF THEADCTYPJHEAD L ,- TAPPING SMS 1 X 4 X 1/8. TAPPING SMS 1 X 4 % 3/8 SECTION A —A (7) VIEWED FROM. EXTERIOR TUBE MULLION/ TUBE MULLION INTERNATIONAL, INCFLORIDAEXTRUDERSDm, FLORmA TTMX- SER. 1000/ 1500 FLANGE SHEET i OF 2 I TRIPLE -HORIZONTAL' MULLION SECTIONS. SEE DTHER SIDE C SHEET'.2 OF 2) FOR eB DESIGN,. PRESSURE CAPACITIES`-', NIB x 3i4 SELF TAPPING.SMS 1000 x 3/4 SELF TAPPING SMSlood B 20 APPROViED-BY. S.K HEAD CTYPJ SECTION A —A_..... HEADCTYPJ SECTION A —A (61 DRAwN By- DATE 2/6/02 scAIB NTS_:: DTTG.: iHMFLGTR i i i iI i 1000 P.V DESIGNER SILL .CTYPJ 8 X 3/4 SELF TAPPING SMS Ix2X1/8 TUBE MULLION SEALANT BE VINDOV FL t MUtAM ! 1000 P.W./DESIGNER SILL CTYPJ 1t8 X 3/4 SELFII TAPPING SMS IX2X3/E TUBE MULLIE AUXILIARY PLATE ADDITIONAL ANC MS. VNEN RWUIRED) DETAIL C 1{ I r . APPUES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR •9 VOOD SCREV (TYPJ EXTERNAL MULLION INSTALLATION CLIP TWO BY VOLW OTHERSC&AMBYTBF1AIDES08X3/4' SELFwofm 1000 S.N. TAPPING SMS EIS X 3/4 SEI i',N'I' . WRWA .. a . F. l000 S H ' TAPPING SMS t HEAD CTYPJ r + HEAD "CTYPJ WNWA :'7/M MULLION v1NWV Furs SECTION "A —A (1) SECTION A —A (2) t 1000 P.V DESIGNERrSILLCTYPJ 1000 P.VJDESIGNER # r SILL CTYPJ Yf y S A I I *8 X 3/4 SELF 1000 P.V DESIGNER r' s8 X 3/4 SELF TAPPING SMS TAPPING SMS SILL CTYPJ 1 X 2 7/16 X 1 Ix 2 7/16 X 1/9 TUBE MULLION TUBE MULLION #8 X 3/4 SELFJNTAPPINGSMS 2X4X3/8: TUBE MULLION LSEALANTHETVEENVIINmvFIMUGES I 1/E1' MIN EMBEDMENL. MULLION y SEALANT BETVEEN VIEWED FROM D( ERIOR VINDEIV FLANGE L MULLION DETAIL B APPLIES TO HEAD & SILL-WdM 1' X 2' a 1' % 2 7/15' TUOE MULLIONS ARE t= f8 X 3/4 SELF 1D00 S H TAPPING SMS 88 X 3/4 SELF 1000 Sit TAPPING SMS HEAD CTYPJ HEAD CTYPJ SEALANT BETvEEN SECTION .A —A (3) SECTION A —A (4) rAUAtta ANo1oR e vmD scaEv VIND(N FLANGES CIYP! L MULLION 1000 P.V./DESIGMER . SEALANT BETvEENrSiLICTYPJ & FLANGES, 1000 P.VJDESIGNER IS x 3/4 SELFSILLCTYPJTAPPINGSMS N[ltii CLtp X 3/4 SELFa8X3/4 SELF TAPPING SMS TAPPING SMS —1000 S.H. SECTION A —A (7) 11,,.,,E 1 X 4 X 1/8 1 X 4 X 3/9 HEAD CTYPJj 08 OtlED EIIT TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS R ° noImA SER. 1000/1500 FIN SHEET I OF 2 , - c`:' TWIN HOR I ZflNTAL MULLION SECTIONS z-SEE OTHER SIDE (SHEET 2 OF 2) FOR i8 X 3/4 SELF x8 X 3/4 SELF _=DESIGN:.PRESSUREc CAPACITIES TAPPING, SMS TAPPING SMS ? a . 1_ s00b S. i. 3locosx HEAD (TV.) HEAD CTYPJ F f irN BY: MSH 4PPBOYED. 8Y: SECTION `A —A (5) 1' SECTION A —A (6) , < neTE:2/6/02 scnLa:NTS DVG IHMFINTW SEALANT BETs'E'= t WLr3TW FLANS i MULL'I34 IO:p P.W./DESIaaER 1 SILL ,TYP) i to X 3/4 SELF 1A?PItvGtS r 1 x 2 X 1/9 TJ°S MULL1 r SEA'iANT 9_ti 'v v-xW FL A4GES- 1 KJLLi ch- 8 X 3/4 SELF 1+ 3@ S TAPPING SMS SEALANT BErV EN L/N7DV FLANGES ,S,:CT10N A —A (;i S k'JLL:QY f-10Ci3 P.W./DES.GNER SILL (TYP.) 09 X 3/4 SELF TAPPING SMS T1 x 2 7/16 X 1/6 TUBE MULLION' SCANT IET V4EN WISMV FLAt4,r.£S' L MULLION 8 X 3/4 SELF 1000 S.M. T24ING SMS HEAD (TYP.) SEALANT BETWEEN VIN"SECTIONCTION A —A (3 DOW FLANGES t MULLla% 1000 P.W./DESiWR SEALANT BETVEEN SILL (TYP.3 WINTii1'J FLANGES t8 X 2/4 SELF L BULLION TAPPING S.MS IX4X1/8 8 X 3/4 SELF 10G0 S-A TAPPING SMS ttE.4H (TYPJ EiMQN A --A M,_ G P.W DESIuMER ':YP!CAL MULLION TO CONCRETE O 1AAIP r S! :. (APPLIES TO JAMS MULLIONS I' X a' I SILL <TY?.3 k 4' X `' TLiP£ M11LLfONS APE USED) a 1 A= X 3/4 SELF ! !1 TAPPIN: SMS CGNCRETE OR MAS3NiRY4F: `qBY L)THERS IX 2X3/3. LaE M L_:ON t I ! A + p risrs i , .V.S. BLG.R BY OTHERS itlLidRILL . i v 1 1 1 iANUFAGTiT NAB• i 1 t9 X 3/4 SE;,, ClD9 G TA?Pi G Sr.S I 15ll i"p I.NST&LATION ANCHOR 3/16' Y 2'A. TA9:r, SLREW AN:HC-Q'(P EXTERNAL MULLION INSTALLATION CLIP SEC THON A -A (2) o[c P.V./DES:LNER i'JC3 C.w /_CSTGNER SILL (TYP.) SILL (TYP.) F SMS `-#S X 3/4 SELFTAPPINGS a i X 2 7/16 X 3/2 / TAPPING SMS TUBE MULLIO•IN // 2 X 4 X 3/8 ! 1 V4• MIN. I I / ' 8C ML7 L w: CAfBEIlt+EN; SEALANT BETWEEN VLNZ-OV FLA!CE t KULL.ION s8 X 3/4 SELF IG00 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (4; r-2000 F.W.AxSIGNER SILL (TYP.) 8 X 3/4 SELF TAPP.TNG SMS 1 X 4 X 3/8 UK -l:: L #8 X 3/4 SELF T4PPING SN,S t-1CO3 SA HEAD (;YP.) SECTION A —A (7) MULLION ELEVATION VIEWED FROM EXTERIOR ram: SEk. 1060/ i 5010 FLANGE ..SHcET 1 OF, r . J i TWIN HORIZONTAL MULLION'SECTIONS ScE u 1 1CK : c LC 1 C UJLS1- 0R 8 x 3/4 SELF ,% DESIGN PRESSURE. CAPACITIES .;._ TA?PINC SMS HEAD (TYP.; DRAT N HY: MSH APPROVED BY: - A_A !F_. FEB 1.5 ,DATE:2/4/.^,2 ISCALEJJS ' DWG_: , HMFLGTW SEALANT WINDOW t MILLII 1000 P.W./DESIGNER SILL . CTYPJ . NN8 X 3/4 SELF APPING SMS IX2x i/8 TUBE MULLION SEALANT BETWEEN VMDOV FLANGES- L MULLMM A14GES' N—N8 X 3/4 SELF 1000 SN. TAPPING SMS CTYPJHEADSCALMTBETW WlMwW s SECTION A -A (t ) - 1000 .P.V./DESIGTNER SILL CTYPJ NS X 3/4 SELF TAPPING SMS .1 7/16tX2 ILL X 1/8 TUBE MULLION SEALANT MDOV FPS t MULLION 08 -A 3/4 SELF L 1000 &K .TAPPING SMS HEAD CTYPJ wLAFBETWEEN SECTION A -A (3) LAM t MIU.t10e1 1000 P.V DESIGNER SEALANT BETVCE SILL CTYPJ VO4MV FLANGES 1 MULLMN 08 X 3/4 SELF TAPPING SMS MULLIONTUBEMULLION N8 X 3/4 SELF loOQ TAPPMG SMS HEAD CTYPJ. SECTION A -A (5) 1000 P.VJDESIGNER AUXILIARY PLATE APPUES TO HEAD do SILL WHERE 1' X 4' SILL CTYPJ OW •DKTMNft ANCIOM WMDI AEwuEw ._. do 2' X 4' TUBE MULLIONS ARE USED N8 X 3/4 SELF DETAIL C TAPPING SMS SHEATHING O O IX2x3/8 TUBE MULLION INSTALLATION ANCHOR N8 WOOD Q SCREW CTYPJ EXTERNAL MULLIONi-14 MS7AllATION CLIP CENTRAL mvFI.QIEMA B.O.A& BY THEBYOTHERN8X3/4 SELF T} r . 1000 S.N. TAPPING SMS, Mi NUr AC 1 Ui ER N : HEAD CTYPJ OiP/A SECTION A -A (2) MILLION MASTER FUB; # 61000P.V./DESIGNERrSILLCTYPJ nrrAn A NB X 3/4 SELF 1000 P.V./DESIGNER 7 — TAPPING SMS SILL CTYPJ 1 X 2 7/16 X 3/8 A / TUBE MULLION 0Q X 3/4 SELF TAPPING SMS 2X4X3/8 TUBE MULLION MIN. DMENTLEni/Ea iLEYAII4N -. .. SEALANT BETWEEN VIEWED TROY EXTERIOR VMWV FLANGE t MULLION DETAIL 8 APPLIES M MFAO k SILL, WHERE 1' X. r t 1' X 2 7/16' TUBE MULLIONS ARE USED - 08 X 3/4 SELF l000 S.M. TAPPING SMS HEAD CTYPJ SECTION A -A (4) 14 Al LAr9W MOM 9-W= SCREW CTIP.) P.VJDESIGNER MOM CLVr1000SILLCTYPJ N8 X 3/4 SELF TAPPING SMS X 3/4 SELF TAPPING SMS SECTION A -A U7) 1 X 4 x 3/8 1000 SR HEAD CTYPJ t vs' MDN TUBE MULLION ENDEDMEMt FLORIDA EXTRUDERS NAnONAL- me SANFORD, nOPMA zf SER. 1000/ 1500 F I N SHEET 1 -OF. 2 HORIZONTAL MULLION SECTIONS J f SEE OTHER SIDE (SHEET 2 dF 2) FOR 08 X 3/4 SELF TAPPING SMS r _ w DESIGN PRESSURE CAPACITIES HEAD sit O'er ' DRAITN BY: MSHx°- ` APPROVED BY: SECTION A -A (6)a(x2, DATE 2/6/02 SCAt.>,: NTS DWG.: 1HMFIN i 1,100 P.V./IIESIGNER L8 X 3/4 SELF TAPPING SMS lk? XL/E i USE MJ_L. N Via VS£AJ--.T 3ETVCCS FLANGES' a rrkL;x< 1 1 sE(.w. g_TVEEM;` vINX;v FLANwS \—we X 3/4 c Tp e SNi SEALA,tiT B; i .EtiVIN;0V FLA)S cECTION .A -A II-) t. MLLi34 r1= P.V./DESIGNER SILL <TYP.) is8 X 3/4 SELF TAPPING SMS X 2 7/15 X 1/E f—' 1 TUBE KILLION SEALANT BETVF.cM VIN3-1V FLANL•ES- a MULLtt1N t8 X 3/4 SELF IV-, S.H TAPPING SMS HEAD (TYP.) SEALAh, BETWEEN SECTION A —A (3) VINDDV FLANC-?S a KrLLMN IWO P.V./DESIGNER SEALml BETVfiEN SILL CTYPJ VINW4 FLANGES, 08 X 3/4 SELF a MULLIu'N TAPPING SMS IX 4x1/8 M8 x 3/4 SELF 1200 S!L TAPPING SMS MEAD <TYPJ cEC`!Ol+i A —A . (5) ICC: P.V,/3ESIGN£R TYPICAL MULIJON TO CONCRe"c G AMe V L <Ty=.7 (APPUES TO "a WHERE I- C A• 3 2' X 4' .USE MULLIONS ARE JS:D) Q TAPP:.NG SMS CONCRETE OR NASGNRY BY CT'r<ms Ve TL:SE X_;LL:C` ! ON BY VOED_I t i:_cx 5Y OTHERS 1 CENTRAL FLOR11DA B.O.A.F. re x 2/4 sz.= } I S ' APPIN' jTXSMS A UAV /y1 URER . NAM i KA5 <TYP.; Lt A F_ynp S I i SEC T Oid A —A (2) MA51' FUSE r10CC P.V./bES7G.ER IM1S'.AiL.ATMN AKNG4 3/116' Xk TAPCGN S_< V A)i_tCR :TY2.) EXTERNAL IK.A.LaS INST,aLATIVI'N CLAP S,LL <TYP.) QI44X3/4 SELF 3 I 1 E P,V,/DESIGN'. TAPPitiSMS >Z ( l x 2 7/15 X 3/8 SILL <TYP.) I TUBE MULLION / I ii?+-.- 1 1/ 4' MIN. TAPPING S S SELF £hE2ENT SEALANT BETWEEN VINDQV FLANGE - a ) 41LLIDu O8 x 3/ 4 sE,: 190fl S.W TAPPINNG SMS KAD (TYP.) SECTION A —A ( 4) 1000 P.V DESIGNER I SILL <TYPJ f k6 X 3/4 SELF TA°P:NG SMS 1 X 4 X 3/8 r i ui±c iiuLiiu`u: Fm'L9 x 3/ 4 SFL,r ihPP1WG $M? L' CC SariH:,AD <TYP.) SF-.T!0N A --A W -.. 2X4X3/8 TUNE MULLION Ce X.3/ 4 SELF TAPPING SMS IOW SvR SECTION A —A (7) 1 5 2002 1ETAV E i A . F _ A7 tv vaioo FROM EXTERIOR MSER. 1000/15010 FLANGE SHEET 1 OF 2 HORIZONTAL MULLI10N SEC — IONS SEE Ni-i= R SIDE l S'9LC 2 Or 2) r GR DESIGN PRESS: RE ' CAPACITIES r 5 1000 S.N. 1 X 2 X 1/8 10: 14 i X 2 X 3/8 TWO BY WOOD DETAILJAMB (TYPJ TUBE MULLION JAMB TUBE MULLION 7+ BUCK BY OTHERS 8 X 1/2 SELF B8 X 1/2 SELF 1 1/8' MIN. TAPPING SMS TAPPING SMS EMBEDMENT 1 _.1 1 r BS X t-L2 SELF TAPPING SMS SECTION A -A (1) I X 2 7/16 X 1/8 1000 S.H. TUBE MULLION 1000 S.H. JAMB (TYP.) JAMB (TYPJ 18 X 1/2 SELF TAPPING SMS SEALANT v MEEN MULLION 88 X i-1/2 SELF TAPPING SMS SECTION A -A ' (3) IX4X1/8 TUBE MU LION 1000 S.M. 1000 S.H. JAMB (TYPJ JAMB (TYPJ 8 X 1/2 SELF TAPPING SMS 2 X 4,X 3/8 SHEATHING SEALANT BETWEEN TUBE MULLION INSTALLATION ANDM 08 WOOD L MULI l VI)NDOV FRAME SCREW (TYPJ N8 X 1-4/2 SELF tr EXTERNAL MULLION TAPPING SMS INSTALLATION CLIP SECTION A -A .(2)- MULLION r 1000 S.M.APPLIES TO HEAD &. SILL WHERE 1 • X 4• 1 X 2 7/16 X 3/8 JAMB (TYPJ X 4' TUBE MULLIONS ARE USED TUBE MULLION APPLIES TO HEAD & S01 WHERE 1' X 2- 1• X 2 7/16- TUBE MULLIONS ARE USED B8 X 1/2 SELF 08 X 1/2 SELF TAPPING SMS INSTALLATION ANO OR TAPPING SMS AI 08 WOOD SCREV TYPJ SILL CLIP SEALANT BETWEEN88X.1-1/2 SELF WINDOW FLANGESSEALANTBETWEENTAPPINGSMStMAlD7N 1 WINDOW FRAME 08 x 1-1/2 SELF. SECTION A -A (7) SwArKm EMBEIMEtT TAPPING SMS DETAIL C SECTION A -A (4) 3/8 AuxluARr PLATE TOR ADDITIONAL.ANCHORS, WH M REQUIRED) LLION Trt'p YYoy'"'« A O STAPPING O A O N8 SELF TAPPING\ SMS (TYPJ `- DETAIL 62SMSFELEVATION VIEWED RIOR min I SEALANT BETWEEN SEALANT BETWEEN VDIDOW FRAME WD(OOW FRAME M8 X 1-1/2 SELF:.. B8 X, 1!--1/2 SELF TAPPING SMS TAPPM-SMS SECTION A SECTION` A -A (61 FLORIDA EXTRUDERS wmAnONAL. IxcSANFORD, FLORIDA 1Mz.- SER. 1000/ 1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS 1 F SEE OTHER SIDE ( SHEET 2-OF 23 FOR DESIGN PRESSURE CAPACITIES'' DRAWN BY: MSH APPROVED BY: DATl;r2/6/02 SCALE: NTS DWG.: 1 VMF I N Ar r iy 1X2X1/? i9GiC Sit-t 'Oad S,N. JA?B (TY?) { TUBE MULLIGR_ JAMB (TYP.) 1 # B X 1/2 SELF T.A.-PiNG SMS IX2X3/H GN_ By W7QD_ OGTAiL CTUBMULLIONidiicKBY0-1 i-ZRS MAS_iiY i 1/4' MIN, d BY G #iRSy F6 x ii2 S=LF 1 EMBEzmZhT 4' TAPING SMS } 1 1' ' i T 1 SSALANT IF 'n•t t' SEALAVT SETWEFJ( j ALLATIMN-A3i^C-CQ 3/16' MA, J.34 "4 F AkC_ —.y:; 64'rS '1 f i ; ,ST-iPV?N SCREW-A-,4*-[: (=v?: i MiA -tCN N X a x 3: 6 1' i-i /2 SELF --- a =R SAL Mil L13N TAPt'11_ SMS Ti%i1i SHS TJ3E x L<_1J'. 1 IyS A aTtrt LsT SECTION -p f i a CT10ti -A-A ;2i _ f ^ -M'ry Grp ? F*- 0 HEAD JFS TJ fEA3 & S.'LL WHErI' 1 X L1 B c MULLION X a6 ri X 2 iii5 x 3/6 I= Ste'- [ ;& t X .s°£ AW.L.C.:S Ax£ usm TU:E.MULLIuN (- 10% S i In. S.H TUfE M1D_LiuN JAMB (TYPJ 1 JAM? (TYP.) JAMS (?YPJ TA ItH x I/2 SELF r-INSTALLAT'DN ANCrQR wS X 1/2 S-EL.F a8 X 1/2 SELF TAPPING SmS { ! 1 3/16' DI.A. TAPCGIi j TAP?i!•iC SMS ZAPPING SMS i SCREW ANd+• CTYPJ I SILL CLIP SEIr SEAi.Ati7 1FTW 1( Q 1 SEALAN? BEiWiEli SEALANT TA?PING SMS - V;NTJRW FLANGES Q.- 1 1/4, MIN. l.' . WtNWV FLANGES VINDCV FLANGES L MULLI L KILLICN 1 MULL, t-r .. EM3c7Yf. fH x t-1/2 SELF >:6 .Y r-::2 SELFF cCTiON A -A U7; Q TAPPING SMS- TAPPING :SMS DETAIL c PRECAST SILL BY OTHERS 5EC11ON A -A (,S ` Cc ( y Asx:_iARY P .AT? • r CTiO(`S A -A t4) i 1 ;FGZ-ADD IMAL ANCKMS, V N RCL'JIRED) Ix4X1/6 iX4X3/6 TOPE MJUMN TUBE MULLIC!r 1 • .• ' +— i I ' Q' ` A A I3eC S t 1 V S.H. C((r I r_ - - - F s r- iJAMB(iYP.) JaM3 ('YP.) * Aearw ,.•l t u:.q t tali SMS (TYP.) t TFTAH_ b i 4 OFL:!!9t'14L KH X 1/2 SELF r8 x 1/? SELF I MEWED FROM EXTERIORTAPPINGSMST.tiPING SMS -- ----- FLORIDA EXTRUDERS MUM-NATIAL, INC ti w=- SER 1000/ i 500 •" FLANGE SHEET 1 OF 2 yEKf _ y_ MULLHi SECTi.rlvS SEALANT BETWEEN ` SFALAtiT'BErVFEN W! NMW FLAWS WiM3tr FLANS SEC. OTHER SIDE < SHEET c --OF2) f rR MULl1DN - ssxi-Ii2 SELF I)C-SIGN PRESSL;RE CAPACITIES re x :-I/2•SELF TAPPING SkS . TAPPING SMS FEB 1 _ iDFu ri BY: MSH APpxovm SECTION A. yis J-l.rtON A -A l6i iDA'FE:2/1/CSC s : 11 r`+` GALE:_. TSD1fG.: 1. L G r, e ao X 2 X I/8 loc£ Ste, — I x 2 X 3/8 JAMS (TYP.) TJa£ M_.LICN JAMB (TYP; ME UL_IO ps X t/2 SELF 08 x 1/2 SELF 2 xE X 3/6 TAPP:.' Sn TAppiNG SMS TL-8 M. loci S.- = SL,_ANT iz^TV i AMP CTY°: I VTMLCV FLA#4a$ -' Lt,^„',v fLADk xS -- L I XJPN L. •E A '-1/2 SELF t r lL1.IOY A?CjX-L SNS m TA?PiN-n S4S _ SECT;GN A —A I.\ csCT:f:v A —A (1 T' X27/16X1/8 X27/1EX3/ETUa£ M."_L.C.'. Sri -, TQBE M;A_L!CN1030S.A. 1 JAMB (TYP.3 JAM3 1 88 X 1/2 SELF 08 x 1/2 SELF TAPPING SMS TA.PPIK SMS TYPICAL, VEP7;-,AL TC !tGR°ZCNTAL MULLION TO MULL'ON s8 % i/2 SS:Fr TAP?:fiC $ As i - : v inn ^ v SEALANT a:Tv"-"—N K8 X 1-1/2 SELFW'00V FLANGES - t MJL;.tt N TAP°'NC SMS SECTION A—.4 (7) SEALANT BETVEEN SEA -.ANT SETVEEN VtNTOV FLANGES VIVG.IV FLANGESA8 x 1-1/2 SELF t "A LMM t WMLION Ta?Pc.w SMS ye X 1-1/2. SE'_' TAPPING SMS. SECTION A —A (31 ACT?0N A. —A 4 I X s X V8 I X 4 X 3/8 TUBE NULL I*JN TUj1pZpp O4 ae0Stt. lCcc S.H. - F 1 cr E # rt6 X i/2 S_F s8 X I/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN SEALANT lEtWEE1 vtNPGW FLANF, ES VUVMV FLA`CES x8 x 1-1/2 S£L% L MILLION L NULL ION TAPCMG SMS 48 X1-112 SELF SEC ION A —A (5)TAPPTNG srS e T SETOle: "A-P, ! IAPPM, i FcB 1; K02 j C: 7tn.N, 9.0 l4TaLATL: ANCHM 3/IS' D1A APM4 1 SCREV A,VC.C:R (TYPJ I Si_ L CL:r .. f 1 1/4' NIX Q EMMZ: MNT P8<CAST SILL 3y OTHERS CF:t Ai* TMNAL Ate *= ms. VY.EM RtEGUMBO VR I FLORIDA EXTRUDERS ' mmATIONAL, INN SAMFORD,' FLORIDA MSER 1000/ 1500 FLANGE SHEET 1 VERTICAL MULLION INTO HORIZONTAL SEE OTHER S I D C SHEET. 2 E 2) . 0R" DES I GN., Pi SSURE CAPAC I 1 ES MWK BY: MSH APPROVED BY: ATE:2/ 6/02 SCALE: IN T $ DWG.: 1 VMHMF LG . i i I SEALANT BETWEEN APPUES TO HEAD & SILL WHERE I" X 4" FLANGESuUXn uaY a ArF DETAIL C & 2" X 4' TUBE MULUONS ARE USED 20W P.W DESIGNER 2000 P.W DESIGNER ##ttIDN+a SILL (TYP.) SILL (TYPJ O 8 X 3/4 SELF #8 X 3/4 SELF SHEATHING TAPPING SMS TAPPING SMS I X 2 7/I6 x I/B I x2 7n611 x 3/8 O _O' TUBE MULLION TUBE MULLION Y/Il1 INSTALLATION ANCHOR #8 WOOD SEALANT 4ETVEEN SCREW (TYPJ DOW FLANGES 0 - i MULLION EXTERNAL MUU.ION TWO BY VOQD UNSTALLATMN CLIP BUCK BY -OTHER 8 X 3/4 SELF #8 X 3/4 SELF - laDO S.H. TAPPING SMs Ion S H TAPPING SMS HEAD (TYPJ HEAD (TYPJ 2000 P.V DESIGNER MULLION SECTION A —A (1) SILL <TYPJ t& V X 27/16' TU MULUK)NS WJM UMSECTIONA —A (2) plat s 8 X 3/4 SELF SCAN04TAPPIKSMS 2X4x3/8 TUBE MULLION INSULLATItH MOM W= SCREW 1'LO RM •O'a SEALANT BETWEEN sMULLION wt2 Cl(P 1t ' `. MWLL FLAINCf I I/8, MIN. A,c ( EMBEDMENT t ve Mm aaEaMaNI WTATLe SEALANT BETWEEN SEALANT BETWEEN 08 x 3/4 SELF WINDOW FLANGES WINDOW FLANGES TAPPING SMS L MULLIONLam/ 2000 P.WJDESIGNER ` MULLION 2000 P.WJDESIGNCR 11000S•M• . A SILL (TYPJ SILL (TYPJ HEAD (TYPJ 8 x 3/4 SELF 08 X 3/4 SELF SECTION A —A (5) TAPPING SMS TAPPING SMS I X4X1/8 I X 4X3/8 TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS s R0, A j Tnu:SER. 2000 FIN SHEET I OF:2• fiW!; HORIZONTAL MULLION SECTIONS jKIPiF SEE OTHER SIDE ( SHEET 2 OF: 2) FOR 8 % 3%4_ SELF #8 X 3/4 SELF DES -I GN :.PRESSURE-CAP.AC IT IES1000SATAPPINGSMS1000SATAPPINGSMS AD <TYP S _ HEAD (TYPJ 1 EB 2002 DRAWN BY: MSH APPROVED BY. - SECTION A —A (3) SECTION A —A (4) DArE:2/6/02 SCAL2:NTS Dlr-.: 2HMFINTR 2000 P.V DESIGNER SILL (TYP.) 0 X 3/4 SELF TAPPING SMS I X 2 7/16 X L/8 TUBE MULLION SEALAKr BETWEEN SEALANT KTVEEM WINDOW FLANGES A VIMDaV MULLION L MILLION 18 X 3/4 SELF 2000 S.H. TAPPING SMS MEAD CTYPJ SECTION A —A - W CENTRa FA :p(kVE: rrtv+p { ' yas 1 +lb FUE SEALANT BETWEEN VINIKIW FLANGES I MULLION 2000 P.V./DESIGNER SILL CTYPJ I18 X 3/4 SELF TAPPING SMS1X4X1/8 TUB£ MULLION TYPICAL, MULLION TO CONCRETE 0 JAM AP2* X 4 aTUMMLUJONS AWHERE R£ USED) . DETAIL 8 Q r20M P.VJXSIGNER SILL CTYPJ CONCRETE 1 MASONRY.. r68X.3/4 SELF BY OTHERS TAPPING SMS 1X2 7/16 X 3/8 IMSTALLAT SCREW ANCHO16'TYPJ TUBEMULLIONONE BY WOOD N EXTERNAL• ON CLIP INSTALLATIONCLIPOTHERS .,. BUCKBYMULLIM 2000P.V DESIGN£R 08 X 3/I SELF . SILL CTYPJ 2000 TAPPING SMS HEAD CTYPJ 8 X 3/4 SELF SECTION A —A f2) TAPPING SMS 2X4X3/ 9 TUBE MULLION Q SEALANT BETWEEN 1/4• HIM. WDIM FLANGE EMBEDMENT a MULLION M8 X 3/4 SELF TAPPING SMS., .. . 2000 S.M._ . 2000 P.V./DESIGNER HEAD CTYPJ :- SILL. CTYPJ SECTION A —A i5) 9X3/4 SELF rA L A TAPPING SMS - - 1 X 4 X 3/8 EIEVA tNV ` TUBEMULLIONMEWED FROM EXTERIOR FLGRID . EXTRUDERS D°FLRIDS OATmz= SER _ 2QOO-,, FLANGE SHEET- 1 , F -jTRIPLE HOR IZONTAL MULL I ON _,SECT_IONS. SEE OTHER SIDE (SHEET 2 OF '.2) FOR DESIGN TOESSURE=CAPACITIES 4 DItiWN BY: MSH - DATE: 2/6/02;.- SckZ: (M-_ bwc,.::=„2HMF-LGTR. 2004 SA JAMB CTYPJ I X 2 7/16 X 1/8 20M S.H, TUBE MULLION JAMB (YPJ IX27/16X3/0 TUBE MULLION DETAIL c TYPICAL VERTICAL TO H MONTAL ULU.ION TO MULUON II8 x 1/2 SELF E8 X 1/2 SELF SAPPING SMS TAPPING SMS INSTALLATION SCREW INTERNAL CLIP— 2 x 4.x 3/8 TUBE MULLION BETWM 08 X 1 1/2 SELF 2D00 &K SEALANT BETYEES Wv(w FL _ TAPPING JAMB CTYPavtemDvFtAMDEs 1X OR 2X MULLt'Mtl.LION i8 X 1-1/2 SELF "ULLtO" .. __ TAPPING SMSDETAIL 08 X 1/2 SELF SECTION A —A (1_) SECTION A -A (2) TAPPING SMS u SCREW AKH R CFYP.) 1 X 4 x 1/8 1 X 4 X 3/e _:- ._ SILL CLIP TUBE MULLION TUBE MULLION Q 2000 Sit 2000 SX SEALANT 9ETVEEN' N X 1-1/2 SELF 1 1/4' MIX JAMB CTYPJ JAMB CTYPJ V NDOV TAPPING SMS Q Q .- EMBEDMENT SECTION A —A -(5) __ ' PRECAST SILL BY Imom AUXILIARY" -PLATE 8 X 1/2 SELF 08 x 1%2 SELF OW ADMTIDNAL ANCHORS. WHEN REWIRED) TAPPINGSMS TAPPING SMS 1 _ EVENNSEAM. ANIETVt;EM VSEALANT EWINDOWFLMIGEsTAPPINGSMS T 08 X 1-1/2 SELF S MU LIDN re x 1-1/2 SELF ` ML LLIIIN A A MIILLDLI _.. TAPPING SMS SECTION A — A (3) SECTION A —A (4) t8 SELF TAPPDCG _ SMs crYPa RETAIL It - a-EVAM VIEWED FROM EXTERIOR it xATtaNat., rrrc CJE P IFLO• FLORIDA EXNI'RUDERS `01W.-nol0i T1rIE SER. _ 2000 FLANGE SHEET.'1 -I F 2 S - VERTICAL MULLION INTO HORIZONTAL. t flR/ ' j SEE OTHER SIDE' (SHEET,-.2.,-OF 2) FOR..: DESIGN PRESSURE' CAPACITIES 18 z , 2J DIu11TrI air: JBH Apt'Hxoveo ar. DATL2/2/ 02 SCALS:NTS.,. Dxc.::._2VMHMFLG -. 1 1X OR 2X MULL APPUES TO HEAD, do SILL WHERE I' X 4' AUVLMRY & 2' X 4' TUBE MULLIONS ARE USED. rJ. r.-- g ' . I7. •i. • ow AmxrmmL mCmm V#'& REoum m DETAIL CIT-Ra Q MANUFACTUR M Ni SHEATHING FLoR/ D r774 op 5 10 SEALANT tMW GESN MAME$ '' __ INSTALLATION ANCHOR #8 VOOD t MILLION Nt CItON SCREV (TYPJ 200o P.V DESIGNER 2000 P.WJDESIGNER SILL ( TYP.) SILL '(TYPJ 0 98 X 3/4 SELF #8 X 3/4-SELF EXTERNAL MULLION TAPPING SMS TAPPING SMS TWO BY VOOD DNSTAUaTD7N CLIP BUCK BY OTHERS Ix27/ 16X1/9 1X27/16X3/8 TUBE MULLION `TUBE MULLION f MULLION SEALANT EETVEEM VNDOW F1 AINGES ertwn a t MULLION 2060 P.V DESIGNERr " A SILL (TYP.) l 8 X 3/4 SELF #8 X 3/4 SELF L_ A / 1000 S. H. TAPPING SMS 1000 S.H. TAPPING SMS #8 X 3/4 SELF HEAD (TYP.) HEAD (TYP.) NAPPING SMS SECTION A — A f 1) 2 x 4 x 3/e SECTION A — A (2) TUBE MULLtoN 1 t/ 8' MIN EMBEDMEN iLEY6t t! SEALANT BETWEEN VIEWED' FROM EXTERIOR VBNDOV FLANGE t MULLION _. _ :. - OEL&L 8. APPUES TO HEAD, k '.SKL WHERE 1' X 2' h .I - X 2 7/16'-TUBE UULLpNS ARE USED SEALANT RBETWEEN ANGES SEALANTBETWEEN ALLnCH AND= WINDDV FLANGES .. _... # 6VOOII SCREV t. MILLION' t MULLION 2000 P. VJDESIGNER 2000P.VJDESIGNER #8 X 3/4 SELF NORM a SILL (TYP.) SILL (TYP.)" TAPPING SMS 8 X 3/4 SELF 08 X 3/4 SELF I TAPPING SMS TAPPING SMS 1000 s.H. SECTION A —A (5) I X 4 X 1/8 • ( X 4 X 3/8 HEAD (TYP.) ---111 Em9ECNENT TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS IMrERrrarlOxal„ INC saxFOI O. FI:OxmA TM F- SER. 2000 FIN SHEET I OF 2 . a, TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR M8 X 3/4 SELF #8 x 3/4 SELF = DESIGN PRESSURE CAPACITIES tooa SH TAPPING SMS toad S.M.TAPPING SMS f. EB 2W2= HEAD (TYP.) _ HEAD (TYP.) DRA11N HY: MSH APPROVED, BY. SECTION A - A (3) SECTION A —A (4) DATE. scALt;: NTS Dlrc.: 2HMF INTO 4) n 2000 P.V./DESIGNER SILL (TYP.) 118 X 3/4 SELF TAPPING SMS , 1 X 2 7/16. X 1/8 TUBE MULLION SEALANTSEALANT BETWEEN VnewFI, NCGE r _ * & MULLION S WV4WVFLANGENJIJ. ION S X 3/4 SELF 2000 Sx TAPPING. SMS HEAD ( TYP.) SECTION A -A (1) TYPIGIL MULLION TO CONCRETE 0 JAMS APPLES TO JAMS WHERE 1' X 4' DETAIL 8 k 2' X 4' TUBE MULLIONS ARE USED) _ Q CONCRETE OR MASONRY",, 2000 P.VJDESIGNER BY OTHM \ SILL ( TYP.) 09 X 3/4 SELF, TAPPING SMS 1X2 7/16 X 3/8 TUBE MULLMN V X 3/4 SELF 2000 S N TAPPING SMS HEAD CTYPJ,. SECTION A -A (2) SEALANT BETWEEN WINDOW FLANGE y & MU LMN KANUFACTUEffa NAM: evil/ A445,' 11WS mAffm Ffl SEALANT BETWEEN 7 VPMOW FLANGES 2000 P.V./DESIGNER 2000 P.VJDESIGMER SILL CTYPJ SILL CTYPJ E8 X 3/4 SELF s8 X 3/4 SELF TAPPING SMS TAPPING SMS lX4X1/ 9 1X4X3/8 TUBE MULLION TUBE FNlltIOC WINDOWTFLANGES L MULLION . DNSTALLATMN AN04OR 3/16' DUL 11 TAPCON SCREW ANCHOR CTYPJ EXTERNAL KILLION ONEBYWOOD' INSTALLATION CLIP BUCK BY OTHERS Q MULLION 20M P.W./DESIGMER SDI. CTYP.) x8 X 3/4 SELF TAPPING SMS 2X: 4X3/8 TUBE MULLION Q _ L1 1/4' MIN. EMBEDMENT li£ I9II-fl A N9 X 3/4 SELF t A TAPPING SMS 2000 Sx _ - HEAD < TYPJ SECTION A -A (5) ELEVAM VIEWED FROM .EXTERIOR FLORIDA EXTRUDERS RD, FORMAr Ti=: SER.' 2000 , FLANGE SHEET" :1: OF 2 TUIN HORIZONTAL'MULLIdN''SE-fCTIONS7 r, ?X ',:' i8 X 3/4 SELF #6 X 3/4 SELF TAPPn SMS TAPPING SMS SEE OTHER SIDE (SHEET2 OF 1-1 WA (T 1-0R s DESIGN,. PRESSURE-, CAPAC,ITIES HEAD (TYPJ HEAD <TYPJ SECTION A - A (3i SECTION A -A (4) i F 82002- lbluNN EY:MSH r°{ DAT8:2/_ 4/02, . seu ;NTS -D*6. 2HMF .GTy 46 SEALANT BETvEEN WI4DDV FLANGES L MILLION AUXILIARY PLATE avc ADUTmMt ANDOM V04 REOWK M O CEAI'I'RAL FLORIDA B. 0. A. F. MANWACTUIIER NAN E : E— —9 fL oRilst AvrgaogeS -- MASTER FILE # 7 Nu`L1 2000 P.VJDESIGNER 2000 P.V./KSI14ER SILL <TYPJ SILL' <TYPJ 08 X 3/4 SELF 09 X 3/4 SELF TAPPING SMS TAPPING SAS. 1X27/16XUS IX27/16.X3/8 TUBE MULLION TUBE MULLION SEALANT B£TVEEN vWDav FLANGES L MULLION 8 X 3/4 SELF 1000 S.K TAPPING SMS HEAD (TYPJ SECTION A -A (1) SEALANT BETWEEN SEALANT B£TVEEN VDNDOV FLANGES V!<1DL1W FL L MULLION t 1M.LIONANGES 2000 P.VJDESIGNER SILL (TYPJ 08 X 3/4 SELFLT TAPPM SMS 1X4X1/8 TUBE MULLION 08 X 3/4 SELF 1000 SATAPPING .SNS FAD (TYPJ rinN a —A (1) 08 X 3/4 SELF 1000 S1f. TAPPING SMS HEAD (TYPJ SECTION A -A (2) SEALANT BETVEEN v1NDOW FLANGE L MULLION TWO BY VOOD BUCK BY OTHEF P.V./DESIGNER TYP.) APPLIES TO HEAD do SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED 4-.,--SHEATHING INSTALLATION ANCHOR 08 VOOD SCREW CTYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION DEF61i.G A t F7--"—t•T i 08 X 3/4 WTAPPINGSMS 2X4X3/8 TUBE MULLION IL 1 1/8' MIN _. EMBEDMENT ELF . VIEWED FROM EXiERAOR DET91L APPUES TO HEAD rk SILL WHERE 1' X 2' 1' X 2 VIC TUBE MULLIONS ARE USED ALLATm" #A*= PION SECTION A (5l van scR£vAETTp.)' Mltti CLIP 2= P.VJDESIGNER SILL (TYPJ 08 X 3J4 SELF TAPPING SMS II,. 08 X 3/4 SELF TAPPING SMS Ir 1000 S.H 1 X 4 X 3/8 HEAD (TYPJ TUBE MILLION J1 1 DHE+T INC 08 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYPJ SECTION A -A (4) FLORIDA EXTRUDERS SANFORD.. FARIDA SER. 2000 FIN SHEET 1 OF 2 HORIZONTAL MULLION SECTIONS v SEE OTHER SIDE <SHEET 2 OF 2) .FOR DESIGN PRESSURE.CAPACITIES. I 8 2002 D VN BY: M$H APPROVED.BY ---- DATE:2/6/02 ISCAL&NTS DWG.: -2HMF I.N__ TYPfC,4L WUUJON TO CONCRETE O A" 4PPL(ES TO JAMS WHERE 1' X 4` DETAfL B Q4' TUBE NULUONS ARE USED) SEALANT BETWEEN SEALANT BETWEEN WPM muLL FLANGES t NDOV MULLim* 200a FLANGES t MILLIDN 2000 P.V./DESIGNER i2OOaP. V./DESIGNER SILL (TYPJ ff8 X 3/4 SELF 3/4 SELF TAPPING SMS NG SMS1X27/16X3/ 1 X 2 7/16 X 1/8 TUBE KXA Nf TUBE MULLION Nf8 X 3/4 SELF 3/4 SLF TAPPING SMS .ING SMS HEADS.N. HEAD (TYPJHEAD (TYPJ SECTION A —A (1 i SECTION A —A (21 SEALANT BETVEEM VIl00V FLANGE t MAIM B• 0' VL A v WINDOW FLANGES VVWV FLANGES 2= P.V DESIGNER 2000 P.V DESIGNER SILL (TYPJ SILL (TYPJ 08 X 3/4 SELF s8 x 2/4 SELF TAPPING SMS TAPPING SNS 3/8 TUBE KA.LION TUBE xMULLION 3/4 SELF f18 X 3, SELF lt8X TAPPING SMS2000'.SJN .. HEAD (TYPJ SECTION A —A W TAPPING SMS 2000 S.H. HEAD <TYPJ SECTION _A —A (4) CONCRETE OR MASONRY BY OTHERS INSTALLATION ANON 346' DIA TAPCOI SCREV MOM CTYPJ 8 ONE BY VQOD N N BUCK BY OTHERS 2000 P.V DESIGNER aLLwN SILL (TYP1 8 X 3/4 SELF TAPPING SMS 2_X4x3/8 ' TUBE MULLION Q Lj 1/4' MIN. EMBEDMENT - DEIaB._S if i — A f)8 X 3/4 SELF A - TAPPING SMS 2= Sit HEAD CTYPJ- SECTION A —A (51 ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS MS' oxAL IN SANFOIM. FWFMA MIX: SER. 2000 ;_FLANGE SHEET ;i OF.. 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET ='2 OF 2); "FOR DESIGN'PRESSURE=CAPACITIES y? B ZW DRAWN BY: MSH- y DATE:2/4/02_ .r sd=. NTS'-'.. DVC;: 2HMFLG•. -- -.- ay TWO BY VOOD DETAIL BUCK BY OTHERS 1 1/8, MIN, . EMBEDMENT 2000 S.HL i X 2 7/16 X L8JAMBCTYPJ JAMB CTYPJ 1 X 2 7/16 X 3/8 TUBE MULLION TUBE MULLmN 2 X 4 X 3/8 TUBE MULLION SHEATHING 08 X 1/2 SELF #8 X 1/2 SELF INSTALLATION ANCHOR #8 WOODTAPPINGSASTAPPINGSMSSCREWCTYPJ EXTERNAL MULLION INSTALLATION CLIP 2000 SA MULLION JAMB CTYPa APPLIES TO HEAD k . SILL WHERE I' X 4' 2' X 4• TUBE MULLIONS ARE USED SEALANT BETWEEN _. SEALANT - *8 X In kv APPLIES TO HEAD &. SILL WHERE I* X 2' VV(DaVLMULLION9MULLIONTAPPINGSMS & I- X 2 7/16` TUBE MULLIONS ARE USED 8 X 1-1/ SSELF 08 X 1-1/2 SELF INSTALLATION ANCHOR TAPPING SMS TAPPING SMSDETAI #8 WOOD SCREW SECTION A -A (1) SECTION A -•A (2) (T'P' CENTRAL FWRMA B.-O.A.F. MANLWACI. IJRER NAME: 1 GoRinA flr 4 lFT' EER FILE# IX4X1/ 8 1X4X3/8 TUBE MULLION - TUBE MULLION SILL CLIP X 1-1/2 SELF FL ASS1 VB' MN TAPPINGSMSLMULLIONEMBEDMENTSECTION A-A (5) sMrAmn c = =f 2NXI 2000 Stl JAMB CTYPJ JAMB CTYPJ 08 X 1/2 SELF 08 X 1/2 SELF TAPPING SNS TAPPING SMS SEALANT BETWEEN ; ` - SEALANT BETVEEN WINDOW FRAME W04MV FRAME. t MULLION ._ ; 1. N AI" 8 X..1=1/2 SELF-_ _._ _....#8_X 1-1/2 SELF TAPPBrG. SMS TAPPING ;MS SECTION A -A (3) SECTION A -A (=) DETAIL C - vmo„ FAiwGG AUXItJARY- PLATE— FOR ADDITIONAL-moms,.vmm REOULQED) 0. A A Q . 0 8 SELF. TAPPING \/ SMS CTYPJ ` II£TAIL B MULLION E) VIEWEDD(TERIOR INTERMATIONAL INC r FLORI `k' EXTRUDERS sA"QRD, RIDA rirlE: SER. " 2000 " F I N SHEET 1" OF 2 VERTICAL. MULLIOWSECT.IONS SEE OTHER SIDE < SHEET 2 OF .2) -`FOR DESIGN PRESSURE --CAPACITIES DRATIN BY: MSH "/ ' APPROVED • BY: DATE: 2/6/02 SCALE: NTS DWG:: 2VMF IN ONE BY WOOD DETAIL C 2000 SJL 1 X 2 7/16 X 1/8 . 2000 S-K I X 2 7/16 X 3/8 BUCK BY OTHERS JAMB CTYPJ TUBE MULLION •AMB <TYPJ TUBE MULLION CONCRETE OR MASONRY' 1 1/4' MIN. • BY OTHERS44EMBEDMENT4 8 X 1/2 SELF 08 X 1/2 SELF j TAPPING SMS TAPPING SMS T INSTALLATION ANOW 3/16'BUL' TAPCON SCREW ANooR CTYPJ EXTERNAL MULLION INSTALLATION CLIP2X4X3/8 SEALANT TUBEVDtWVAFLANGES t !I(111CN E FLANGES t MULLION TYPIGIC MULLION TO CONCRETE O HEAD 118 X 1-1/2 SELF 8 X 1-1/2 SELF J/WB CTYPJ MLLmN APPLIES TO HEAD & SILL -WHERE 1' X 4 TAPPING SMS TAPPING SMS do 1 - X "4'. TUBE' MUWONS ARE USED SECTION A —A (1) SECTION A -A (2) s8 X' 1/2 SELF TAPPING SMS INSTALLATION ANCFOR 3/16' DIA. TAPCON 1 X 4 X 1/8 1 X 4_X 3/8SCREW ANCEOOR "JU-1TUBEMULLIONTUBEMULLION - SILL CLIP M8 X 1-1/2 SELF TAPPING. SMS VVI f S JAMB (TYPPJJ JAMB (TYPJJ t MLLMN SECTION A 'A (5) 1 1/ EMBEDMENT BETAIl C f Q SILL —BY- PRECAST OTHERS AU)(ItlARY 'PLATE , R_ADDITIRI _AM?iaRS WHEN RECUIRED) E) o 48 X 1-1/2 SELF M X 1-1/2 SELF SNS CTYPJ `— DETAIL I MULLION TAPPING SMS TAPPING SMS ELF-VATISECTIONA —A M 'SECTION A -A (4) VIEWEDFROM EXTERIOR FLORIDA EXTRUDERS T'Orra>., ,trrc FAcr€ w• SANi'0' FiIDi vvl VERT ICAL MULL ION SECTIONS ` FILE: # SEE OTHER.-i S IDE <;SHEET:<-2. ,OF -2) _. FOR: f8 DESIGN PRESSURE -CAPACITIES, ' nl; JlirxBY. JBH '; - ° e>PR13vE2- BY-" -i NTS a r i PRODUCT CONTROL NOTICE OF ACCEPTANCE Prenidor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 MIAN1 -DADS COUNTY, FLORI MMO-DADS FLAGLER BUILDI BU)LDINC CODE COMPLIANCE OFF, MIMI -DADS FLAGI.[at WILD 140 %vrxr n-AGixit b"i1ing. surd: i MIAMI,I7.ORIDA 33130.1 305) 375-2901 FAX (305) 375.3 catvti'tL cIroft LICENSING SECT 305) 375.2527 FAX (305) 375-: co, rtt,wrott I:NN'oltCEatr..wr mvis 305) 375-T)" V X (305) 375. t%ouut: r co,t'rttot. DI\'ts 305) 37$-2902 1'AX (305) 372- Your application for Notice of Acceptance (NOA) of 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 -Dal County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. if product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if i determined by BCCO that this product or material fails to meet the requirements of the South Floi Building Cade. The expense of such testing will by incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raw Itodrtgucz Chief Product Control Division THIS iS THE COV_E_RSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENER,%L CONDITIONS BUiLDlNG CODE &C PRODUCT REVIENV COi\-1MITTCE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above, APPROVED: 06105/200i Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Conpliance Offic Premdor Entry Systems ACCEPTANCE No.: _ 01-0314,25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulatcd door, as described in Section 2 of this Notice of Acceppta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-!V/E Inswing Glazed Double 'Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang`such that the ang!c between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the arcs are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulatcd steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protccl'ton system (shutters): the installation of this unit Nvill require a hum, protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRENIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approval drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the componcnts selected for the proposed installatio 6.1.3 Any other documents required by the Building Oflic:ial or the South Florida Building Co. SFBC) in order to properly evaluate the install ian of this system. Ivianu t Pcrc2, P.E. Product CoCmExa Product Control Division a Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXkRES ARM 02, 2006 NOTICE OF ACCEPTANCE. STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi: submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the Fling of a revision application with appropriate fee) and granted by this office. i. 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 tht words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. if any portion of the Notice of Acceptance is displaycd, then it shall be done in its cntircty. 7. A copy of this Acceptance as well as approved drawings and otlier documcnts, 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 terniination and removal Acccptancc. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. CYD OF THIS ACCE1 AlNCE Manueftcrez, P.E., Product Contr :scam Produ 'ntrol Division COP-M-MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing l 1 COP-WL-MA0141-02 1: 02-0419.08 Application Filed) t '.:. 52.0 1 •. • 1 NO Arrangement X Singles, 2'0" 2.6" 2'8" 2'10" 3'0" 37 Not Listed Not Listed tMultiples X0, OX, OXO i i 1 2'8" + 1'0" 1, 1 COP-WL-MA0143-02 r a t 02-0419.08 Application Filed) ii . t 52.0 Impul Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 37 + 1'0" 3'0" + 1'2" 17+2'8"+IT COP-WL-MA0144-02 02-0419.08 Apprication Filed) 52.0 NO 1'D" + 2'10" + 1'0" 1'2' + 2'8" + 17' 1'0" + 2'8" + 1'0" 17 - 3'0" + 1'D" 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" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO i 2'8" + 2'8" 2'10" +' 2'10" 3'0" + 3'0" 2'6" + 2'8" 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + TV + 2'8" 2'10" + 2'10" + 2'10" + 210" 370" + 37 + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown In the above chars 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.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design ri, geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local bui?ding codes specify the edition required. 1. Masonite International structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 s: . 4 1",. 4T 1'111Y.kC1.ASt *.Kj'kY 1100k% o+.,... o..n / 0D'it9 Masonite Interoatlonal CorporationOurcoaw'^.q Dr"prYll W pxutt "Upo-XmeM mills IpeurcNrons, Oeiq" MO at•owcldrtwwI*cl 10 tkvve .4-ox nwtt. COP-WL-MAOIDO-02 FIBERGLASS DOORS Glazed Units 6'8" I3eight — Outswing I 2'0" 2'6" _ 02-0418.03 X 2'8" COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0" 3'6" 1 Not Usted I Not listed I — I - 2'8" + 1'0' L '8" . 17' 2'10" + 1'0" 02-0418.03 1 2'10" + 1'2" COP-WL-MA0163-02 Application Filed) 55.0 NO 3'G" ,1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 210" + 1'0" X0, OX, OXO 1'2" + 2'8" + 17 1'0" + 2'8" + 1'0" 17 + 3'0" + 1'0" 02-0418.03 1'2" + 2'10" + 1'2" COP-WL-MA0164-02 Application Filed) 55.0 NO I 1'2" + TO' + 1'2" 2'6" , 2'6" - 2.6- 2'8" + 2'8" + 2T 2' 1 G" + 2'10' + 21101, 1 3'0" + 37 + TO" 2'8" + 2'8" 21" + 2'8" 02-0418.03 2'10" + 210" COP-WL-MA0162-02 Application Filed) 55.0 NO 3'0" + 3'0" XX. OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 21" + 21" + 2'8" 02-0418.03 2'10" + 2'10' + 210" + 2'10" COP-WL-MA0165-02 Application Filed) 55.0 NO 3'0" + 37 + TO" + 3'0" Notes: 1. Dccr arrangements using fewer panels than wha! is shcNm in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.mason4e.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 6 geographic location is determined by ASCE 7 (Minimum design loads for buildings and olher structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 13 Oak raft ARTEK" r1/1I7' ' I,Dte io. too: Own CA'U."D Of W 0eW ;.P'0'eme.* makes speter-aura. osip" mo Drooun Masonite International C o r p O r at lor. de 1c;etwm to 0^* .nttwta route. Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" height — Inswing 1 X Xv, OX, C W Singles (widlh) ro" 1`111asonite International COP-WL-MA0146-02 Miami-DadeMiami-Dade BCCO 02- 0423.01 Application Filed) OP Rating 40. 0 NO 2' 6" 218" 2' 10" TO" TV 1 Multiples- 2' 8" + 1'0" Not Listed o COP- WL-MAD148-02 Not ListedArrangement ii' OCCO 02- 0423.01 Application Filed) r• KIM= 40. 0 NO 2' 8" + 17 2' 10" + IV 2' 10" + 1'2" 0" + 1'0" 3' 0" + COP- WL-MA0149-02 02- 0423.01 Application Filed) 40.0 NO I T . 2'10' + 1'0" 17 + 8" + 17 1 V + 2'8" + 1'0" 1' 0" + 3'0" + 1'0" 1' 2" + 2'10" + 1'2" 1' 2" + 37 + 17 2' 6" + 2'6" + 2'6" 2' 8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3' 0" + 's'0" + 3'0" 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" 3' 0" + TO" 2' 6" + 2'8" + 2'6" + 2'6' COP- WL-MA0150.02 02- 0423.01 Application Filed) 40.0 NO 2' 8" + 2'8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10* + 2'10" 3' 0" + TO" + 3'0" + 37 Notes: 1. Door arrangements us%l.g fewer panels Char 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. Irsta!'a:ion ins!rections are available from the Masonite International website (www.masonite.com) or from the technical center. shim desier pressure requirement for a specific building design 6 geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builoing 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 g aft EK- I. nl.x ,l.nsx rn-rkY .00111 w..r.....a,a.".t»o-+" 5 F^;;z. Ma sonite internationa Corporation R )- i 2i.. 202 o'%` , K VIC21im 01 WOW" W.p10411CM111ltl Spt:ix:::4'f, Cngl' :'.I ".1>: 1 Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height -- Outswing iE COP-WL-MA0166-02 11111111MINIM11 1510re"31111M 02-0423.03 Application Filed) DP 1`13fiflUImpact 47.0 Rated NO Arrangement X r TO" 2'6" 2.8" - 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO MultiplesI 2'8" + 1'0" I r COP-WL-MA0168-02 meilmil 311KIR10:313 02-0423.03 Application Filed) I' 47.0 1 NO 2,8" + 1'2* 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 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" IT + TO" + 12" 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 21" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 21" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O akgx-aft AR EK" e'INhUCLASS RNTNV DOOMS Ns"T—d P*.0-t—,D— ow eo w wwoam awoaudmo•wemeMMASS soecs_asgnaropaacr Masonite International Corporation OrU 7oeRa to thrpr MKh W nWKe. COP-WL-MA0100-02 FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing Masonile Internationalr COP-WL-MAO101-02 r• BCCO 01-1031.01 76.0 e r NO Arrangement X Singles rth) 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO MArrangementultiples (width) rt 2'8" 1'0" r r COP-WL-MA0103-02 1.a• GCCO 02-0109.10 Application Fled) 1• .Rating 55.0 ImpactR, r NO 2'8" + IT 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 17 + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + IT 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Fled) 55.0 NO 2'8" + 2'8" 210" + 2'10" 37 + 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" + 21" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + 37 + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what Is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 Oak raff AR 4 EK'- w., r. e..r"n•tq r,oTlsRrurtJ FINE NfiL ASS FW"Y DOORS F Tstr,N ro-&. t—ytas» ' 1y,t!/t!! r /l[lr4/V I/t11_en Mre 79. 7tb7 •- o..r q o.en pu, corr"w"9 Gropam Of oro0u6e snorovemeM maan Wecac~$o UeN9n aou P'Odutt Masonite International Corporation suoeuasuper to ermpe "rraw race COP-WL-MA0100-02 FIBERGLASSBERGLASS DOORS Opaque Units 6'8" Height — Outswing X 0" t 1 COP-WL-MA0121-02 r r C t 01-1031.02 OP Rating 76.0 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement X0, OX, OXO Multiples tlh) 2'8" + 1'0" r1asonile Internationalr COP-WL-MA0123-02 d t 02-0109.09 Application Filed) r• Rating 55.0 Impact NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8' + 1 2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + IT 12" + 3'0" + 12" 2'6" + 2'6" + 2'6" 2'8" + 21" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 210" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 21" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8` + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. O akcxaff AR EK" FIRFRGI.ASS ENTRY DOORS bM Dev+ AWdZ9.2W OW rnmmuinD Dropsm 01 po" imD10V~ 1 SkCS SDScakil"S. deS9" YA W*" OCUa %0*0 10 c"ir" wAhw mutt PRFM .i .. n O•. 1r 0••.. M asonite international Corporation Opaque Units COP-WL-MAO100-02 FIBERGLASS DOORS 8'0" Height — Inswing Masonite International COP-WL-MA0106-02 Rliami-Dadd BCCO 02-0109.08 Application Filed) DP Raring 70.0 Impact Rated NO Arrangement X Singles (width) 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OX0 Multiples (width) 2'8" + IT" I".13SOnife a COP-WL-MA0108.02 r 02-0109.08 Application Filed) r. Ratinu 55.0 Impact NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 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" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2,8" + 2'8" + 2,8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 210" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Fled) 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 a geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. Pakcraff AR EK` e,nruoTA\t 1;M'i"V uoo"S .bni..W ta"N_t. 0— b.a 29. 2002 Ow Mora. W Moarc, m0,ove.en, makes soec kcauons. &,.gn ano MOOUC, 0"a, so'eet 10 Chan" *0*01 nMrte. S Masonite Inteenational Corporauo Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing International COP-WL-MA0126-02 1,r•; 1EBEN 02-0109.07 Application Filed) 70.0 C= NOX Singles id 2'0" 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO 2'8" + V0" aSPUR MWIT1111111r.r4 COP-WL-MA0128-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 1'2" 210" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17 + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 21" 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" + 210" TO" + 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. 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 8CC0 protocol PA201, PA202 & PA203. O Oaakk`]¢1.raff AR4EK" FIN —GLANS EN'IkY n00"{ IMR.wNfs "E^W IMw. Vv (,.,/ Jr:,i. Aqa29. 2002 Ow commu,a9 Doo9ram or pf odutt ,maraemea mates SWrrd;a . dnpa aM 040" dead SaaIaCr 10 cnanCt wdhWA W". X 1 r1ll t Unit , SINGLE DOOR UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYR M Fastener Count 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. RoughIt •1 Width of door unit plus 1/2" Height of door unit plus 114" t It Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSVBHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 08 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 o...,, o•••. ucw, OM CaamumgD ,nMa3oniteinternational Cor oration ropram oIMo0uc1 +npMlmeM Mk" SDlCOKa1V"S, P aesgn ana Vo0"et anaa WW w MNe w1MW WKe. t XO or OX Unit n SINGLE DOOR WITH 1 SIDELITE a UNIT 8'r UNIT 15/16' 17.1/8' MAXIMUM ON CENTER TYP. Minimum Fastener 1Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough opening (RC Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: t. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 010 wood screws or 3/1VTapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1- 1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Apni29 2M2 Masonite international Corporation Uw . an:. Yao.a", u, "Wr ' yIea soecaKa+e. m. gn an[ ywAi otud %.ojm to coarpe "ahw M14e. Y Unit e SINGLE DOOR WITH 2 SI DELITES 6- TYR r UNIT 8V UNIT 13-15116' 17-1/8' MAXIMUM ON CENTER TYR 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require Iwo 2-1/2" long screws per location. Rough Opening ;•t Width of door unit plus 1/2" Height of door unit plus 1/4" t t f t f t T T T T T Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being Considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a, side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 ApW29,2002 Masonite International Corporation IN. (ro"mw•.O a UL'" ul U. W..C• "'••IvMINn nlJhns IMl 4J1.Um. M,V Y.0 ulu0.0 0030 swlttl l0:,"ge .4hou1 rm-Le Oxxo Unit MID-WL-MA0005.02 DOUBLE DOOR WITH 2 SIDELITES 6 cL TYP. TYP. 3 0 YTP TYP TyF 1 11 11 I 11 11 1 I1 Il 1~ 6'8' 13- UNIT 8'8' UNIT 5/16• 17-1/8' MAXIMUM ON CENTER TYP. r r r • r t r r r r r Minimum Fastener Count Rough Opening (RO) 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 (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 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 08 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Apto29,2002 Masonite International Corpora(on OW w1i.." pgo®a10 of prodw u"Mow effl wako Sde(.1.(a1g05. SV. 4.0 poduti d14a.1 Sub.M to (aoQe Mr10u1 n01Ke M '`' i I ` I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 61". r Double Door mairrarm Ural site . 6'0' X re, Design Pressure 52.0/-52.0 Urnkled 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 budding design and geographic location is deterrrined by ASCE 7'riationat stateor local building codes spetilythe edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeh followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02 MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: no na ° o0 an an on 100 Series 133,135 Series 136 Series 022 Serbs 1/2 GLASS: 0 00 D nn oo an nn no no 105 Series 106, 160 Series' 129 Series' 12 R& 23 RA, 24 R/L 107 Series' 106 Series 30e Series Series' This glass kit may also be uses In the following door style: Eyebrow 5-panel with scroll O akcraff AR-k kEK" . Wa41..r.<•1 flee ROLASS lNI'1'XY UUOXt w•-•A.MMr4rr"F•+ry 0era /arRtMM0 yp a • April 29.2002 Masonite International Corporation Our commume mogram of worio .nrwemenl makes MWOCaWns drsgD ana woaucl 01104 $Vbra 10 eNMl wahW n*K, XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL LASS: a G z P e04 Series et0 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, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff w....l •. o le.o.ea AR EW e.a.....el, I.r.- 1'IUL MI 1.\\.l tN I"\' 0011.1 eslt. "fa..r"y t."YD_ U.,VIa r v/rhl. April 29.2002 M a s o n i t e international Corporation Ow comYmmne moeranl of Of~ +nolDYemenl maaes swilicat+om onion and oroeucl detail wlheo to cnan" WOW nolKt XO or OXCOP-WL-MA0143-02 Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 61". Single Door with 1 Sidelite Maximum unit site . 6'0- 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 irtpad resistant requirements for a spedk building design and geographic location is determined by ASCE 7-national, state or local building codesspecifythe 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: na an ° as an 00 an 100 Series 133, 135 Series 136 Series 822 series 1/2 GLASS: 0 0 00 00 ° C on 00 an 00 00 00 s 106, 105 Serie160 Series' 129 Series' 12 WL. 23 RA., 24 RA. 107 Series' 108 Series 304 Series Series' This puss Yd may also be used ut the following door style: Eyebrow 5-0arsel with scroll Oakgraff AR k EK.. sIe:.a V IOU.C.—I LWI, 1'*Uc)11N1 NonTr.yNiee rlu. l.w•. ode.. /)C., ry rr d Apnd29.? 002 Masonite International Corporation out com o,oe'an• of Woeuo mp.o+l.M'nlmNK sptca,cm*ns. oa•on a^a o•oMn aelhl ae41e:1 Ic ,~ wA. W "Ke XO or OX Glazed Inswing Unit . COP-wL-MA011413-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: on on 404 Series 410 Series 109 series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcra ft 1. I11111"\ AR 4 EK" tell •ly 1 .., 1 lull"1:1..\\\ l::y'I"\ N„iie.ere RM[Yu [w,., Ooe.s April 29. 2002 o • •r o.... M a s O n l te International CorporationOultoht,ft" woenm of WoOW . p,o,~ nUMtS SM&CA"S, eti.pn and Oro0ull oxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit size - 9,0" x we, 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 aspecific building design find 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: 114 GLASS: an n0 no 00 0o o0 100 series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 11 00 ON n, K1 00 0o 00 0o 0o 0o 106105Series, 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 Oakcraff AR-4 EK" . 11"L"1:LA%.% I:r•Hs"s' 110U"1 ela..A.awN Fs.ra4u erw, Dos., ADM 29. 2002 Ou, Connnu-ne Droegro 01 Droo p--eDleol makes sm,ficm— despn and mod", delay so ecl to manse .."id nolK.e. OX0 Glazed Inswing Unit COP-WIL-MA0144-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 0110 404 Series 410 Series 109 Sod" 114.120,122 152 Series 149 Series 300 series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12P, 12t, 23R. 23L 450 Series 152 Series 149 Soda 109 Series 120. 122 Series 300 Seri. 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR k EK HULRCLASS VNIXY UOOKS 1-7 V- PREM=?G,A";- IApia29,2002 Masonite International Corporationou, commuov or -am ci Dioevo oviovemeiii makes specotKatons, oesgn and W90MI detao suw to CN"t 1VhtW n0litt. OXXO Of e - I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Yh. Jyv.. A• ONuNote: 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 sin . 12'0- x 6'8' Design Pressure 52.0/-52.0 United water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements to a specific building design and geographic location Isdetermined byASCE 7-mrdonal. 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: 0o ao na nn 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n nn nn as nn nn na 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 RlL, 24 Rft 107 Series• 108 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raff wo•.d. a ARkEW I.a1...,.Hy t.a nF'sl t t.•s 1f1"L"t:I,SSS l'teIkV DOOKS a T.M Fa g— lourDew. PRC.,ry Z A April29.2002 OW ConlulwnQ portltltl of p. ooutt w p•OVHrlenl Ove {.T Ooo•. Masonite International CorporationOktlSM-tw:N465. pe5gn top o1oOUD d"" S.1,0 l to t"t wN"oo nWKj oxx0 ' I i Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: fa 00 00 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Serbs 300 Series Serbs APPROVED SIDELITE STYLES: a 129 Series 200 Series 12R, 124 23R. 23L, 450 Series 152 Serbs 149 as 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 Oakrraff ARkEK' r..,.,...r, r.._ t` rc c n :' t: n i ir.. t". n•...i..•..w r,.•,ro„ bw, oe•n rv't.s s April29,2002 o.• r o• Masonite International Corporation ow cw".,." poet.. or poeuq -wit .t. "W.S smAK %, 61.0 r4 e.00Kr 0elfa SAW to rnn.eewnnwn rate XXe tt # I Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit sin . 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 spedllo bWkft 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: 1/2 GLASS: Om go oa 822 series a oa e0e Series 108 Series Oak,pfti AR EK I'lllt MC'lAil ltiN l'MY UUVNS N.^.i•.w.l ri..pnt.xry ^^'• Apri129, 2002 ow Co._vu ,C VoWani on oroauCt a"Wm ent mites $M.IKatons. detien 0.0 p-OMI M a s O n i t e International Corporation MIA WbRCI to C"t -Ah" WKe. XX OI I Glazed Inswing Unit 8' 0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Sales $52 Series 300 Series CERTIFIED TEST REPORTS: CTLA- 805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI- DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak AR _ EK" W and-M1\I" VI<.1 rr rr /L NW.r1•"1.IrM1r1,"r D°W. I'1%iI7- S PRf.M..V1\Gr I i.,. O.. v Oe April29, 2002 Masonite International Corporation ow CCM~rq woWamOr WodvO . 010"ORM ff0ts sMMKwbm. d"10M and 0 OLUKI dOW sVOKCI 10 Changt WOW MMr XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-M0148-02 890" 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". Single Door with 1 Sidelite Mi durum unit We . VW x fir Design Pressure 40.0/-40.0 umw crater 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 WA building codes specily the editionrequired. 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: 822 Series 1/2 GLASS: aEl 00 ea Series 108 Series U Oak ,raft AR-4 EK'- r 1111 Nr 1 1'.-rN\' nI111N\ 1•M•i-..rNsi.rrynE.vt ..'• ppC/'/1/y 1 ' 7 y. l r /\CJYWV I J... IL.JI (/I.ILJI, po11129 2002 Masonite International Corporation ow cwl.awlq olupam of 1.00.0 a.0.o.t"Ma macs smaK~J, oesm^ ana woaal uela+ wulecl to c110Wwanow N11te XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: ky: 810 series 300 Seri" APPROVED SIDELITE STYLES: e50 Series 852 Series $to Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted In a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 ' aaf 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 AR EK" OC ralulir.lC I.em W, 1 ray" 're.r,-o L VIOL -GLASS LNrN\' Apri12%2002 Masonite International Corporation OW CGMY O" DCOeram 01-00W aNw"a l MACS SOWK1*0M. "$Vh and WOW deny501"1 %a C"t -1"0 n01Ke. a O7\O i. ti ie t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites f idmum unit site . W a Or Design Pressure 40.0/-40.0 United water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impad resistanl requkemerds for a specific building design and geographic location Is determined by ASCE 7-national, state or IOW building codes sperity 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: 1>m 0o 00 622 series n E] 00 404 Series 108 Series 0 0c, kcraft AM 4 EK" e.a..:..., 1'IULKGLA" LN'1'Nl' U.In"\ .w..T..wn.iMrre"(w.rr D.en Nyy a • 0. rOe April 29.2002 Masonite International Corporation OW CordO e D.oelam or 1"MuC1 .mDlDr .W .IUSeS SOKIkN O.S. OeS,00 a.0 CROW deU, subretl 10 Cftne w0h0U ro&Ce- It OXO A+ '" I Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: t i 810 Series 300 Series APPROVED SIDELITE STYLES: x l 450 Series 652 Serbs $10 series 300 Serbs CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number. Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED: NAME ACCORDAN MIAMI-DADE B02 COMPANYCITY. ST To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oakcraft w—•- AR EK" 1'Itll NeiLA.iS ENTRY UUON5 r.*.....•re»i+"t.o.a. April29,2002 Masonite International Corporation ow caxu;wnp p,pp,am of proeup unpr0VWtM males spKd"ipns, ets,en ano prpeua onw suelter 10 CNn"e wW." .0ke. It OXXD Glazed Inswing Unit APPROVED ARRANGEMENT: COP-IVL-MA0150-02 8'0" FIBERGLASS DOORS O O i Double Door with 2 Sidelites Maximum unit size - 12'0' x W Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Design Pressure 40.0/-40.0 limitedwater uniess special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirenlarts for a spetilk building Ono and geograpttle WON Is determined by ASCE 7-rWional, 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: as ao 922 Series 0n 0o e0e Series 108 Series 0 Oak TaffW1dnano. 1 i AR EK" r-rl I1ULKULASS Z rmy 55ows N-r.Ta.arrNF—V.rabwt 0— April 29, 2002 Masonite International Corporation ON taMMlume DrDenm 01 pt0duct anWD"ffl" Mae" Wnihol1 $. ongn 3" product MM SUDIec110 th"e -ObW 0WKt. 1. t OXXO ii • t i 1 1 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 4y Will to Series 300 Series APPROVED SIDELITE STYLES: 450 series 852 series $to Series 30D series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). W ** State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakeraft AR EK.. w..,t It. . 1'IYIN C: L.Y\\ LN Fit la mit i—T..—F..I%„Ge., Doon Q ADIe29.2002 Masonite International CorporationOwconn"u+q o.owam 01 woduo ++D'o'.CmCM MHts setC.kX etsio an0 woeutt W34'obKC1 to Cha,,gt "~ nol-lt XX t , t Glazed Outswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 61". Double Door Maxhmim unit size . 6'0' x6'8' Design Pressure 55.0/-55.0 Umited water 11111M special 1Mell" design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a spedlic buk*q design and geograptk location is di iermined by ASCE 7-natidrW, state Ofloal 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: poop Q anfv 00 0o 0o 00 00 r oo i3100Series133. 135 Series8 Series $22 Series 1/2 GLASS: 0o nn o0 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RA, 23 RA.. 2e AIL 107 Series' 108 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll O akcraft le., ARkEK - x, Lc vred 11"I MI;L.S .SS LN'1'NSU WKS f"nT awNfp.alau EMrl Uos-i j/C,, /y a C''V4+V Ap, J 29. 2002 0wcdnt, nwn9 wo0nmapeodw+a.wemenl mars sdeedK~& design am WodWl Masonite International Corporation deW SWIM Id Cw0e .4bW IWI{e 10 XX Glazed Outswing Unit COP-M-MA0162-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: faI on ao 404 Series 410 Series 109Series 114.120.122 152 series 149 Series 900 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff ARkEK'- r........... rL• `1UNt:LASS lir+'t.11 ..".1 w.r«wwr...p."t—, o.... rvsn a E:'i vex (...//..,/:. April 29,2002 Masonite International Corporation Wn mO l~g pmww at W~ ."mmvemem masts soaucaom Oesq" +n0 ammun d0ad SubWCI ro tnMee wW" vl nave . i Y\j/ XX Glazed Outswing Unit COP-WL-MA0167-02 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit sin - 6V x 6'0- Design Pressure 47.0/-47.0 Uri" water unless special threshold desgn h used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. ACW design pressure NO impecl resistard requkemerds for a spedlk b%WdHq design and ""rap* location is determined by ASCE 7-national. state w local building codes spedy 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: 1/2 GLASS: n g04Series MM 0o 00 622 Series 106 Series U Oak _gaff AR k EK Nrel'"GLASS Zwr.1' UUUNS w^•T-w.A fN..p... 6.vl Dean April 29. 200? o..,.a o.... M as o n i l e international CorporationOwtom.w.no a.oe.am or moeuU +^ao+eme,..rwes seetnKAaro. a'sro^ a^o nwu<r eeW worea wc^mee wnh.A ^MK* f 4 3 2 1 425 GA. STEEL SK114 SOLES FOR HF roe mole REVISIONS 24 GA. STEEL SKINIA , ppAC00 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTIONat. i AMoplgNEy CLASSOR A'j 1 62 11/00 - MWW OTY (1) WAS (2) FOR MACK BOLTzitS ACRt1EC AVAILABLE OR E sww" UOnmrrv. IRAs SwrwT W20GMAILENDSORESATTACHED10WORDOORRLSIVAER (W AOf) SION RIM PAIEWm HOC-L-ALOC SYSTEM k ( FOP. BOTTOM A COOM AEW 'B• fS G CAW. DSIM FLAG BRACKET. Ski W ROOD LIO SCREWS LISTED . 8 am ADolriola lRomIs AKIN N" ,W W OgKr t Trw r 2' CALM, Slm WALK. TVP. 2-1/Yxf2 FA CALM. Sim MCC WMCK T. INTO POW uDorHD ® tQ ,RACK IT/IAT2E75 PER SOe. b Ur w 9MOQT REPORT#9606C°° r_eoao ae9o11 acT101L RC) /,.e/6• SHEET METAL SCR115 1 OPFOMM. MLOCATIONORSADPTIOIVLDVISDE1QADIDaPOSITIONI 1 MAK. ODOR RDM . IEd 0 1r1rHc ',/1APPIIG SCREf1'S It G FAD IYN15 ,A C. NTEMFTY4 IIN'F 1RTWL' AMIR ATTACHMENT M FRAME 1 Lk SfJlORS a f9 mRE16. 1 GO. IPL 1pKM F/IOMf EAAIHE SPRH uv. OOORS IP W Y-0' 16C1 C016Ei ac (t) SEC11ON5 ((5 CMIRc ON o015DE SURFACE TNSIEA RELUED. UO 9I71E115 RR! RE WIIKIFR9tRRc DDOIE DVER 7-- 16W1 CON515T OF ts) SECTIONS (MDT sl{T "H OW NOT E.grm) W PNOTIOE A FLL04 NpRR66 ow NOUORC W DOOR DWATLETI (W sum SURFACE. NORIDMfAI JAMBS W NOW TWISTER LWO. 20 G MN CAW. STEEL 00 STILE y % 3a6 VpLOM PRE JYIB 1 2• DSO( 1/S A UQ rmr LucO 20 G CMY. STEEL IDEA SOLE MOLDED RAM N, JWAXK R-A 12 FA CALM SIM TRACK 25 G MAIL Sim LIFE PEEN ER f.t.r/t• PAN HEAD 9pEW H S/f{•iBRACKETS01 SWOODJAMS IT- SIM COATED WITH Cr10 MIL (t0 SCREWS PER UTE) 99MMEW V6 (aym2T (C EO 6 am BNOM- P 'S d1 I7i a BRAD T. \ AND A `7/16• LO. RdMwCOATAPPfIDWBOTHSNAPHATCHENLACESWRRSFHRBCEDSBIIFASRMER (OE PER RC70t)LMSimCF7TIFRSDESOFSAIISwlIRpLFRETCHONESNAPLOCHOMdIRSWL91D1KORIiDYCILw. STEEL 1RM7( FASORD W 1. G ULY. STEil RpItR r1OES %It6 5 IETAmL IISCREWS STILE EACH SIDE OF DOCR R.OIRROTAPCOWL ) WW Y A MAY BE 12 G CAW. STEEL WNCR BRACKETS. FASTENED W DO SRUS EACH 1P/(1) BRACJETATTACHEDtl/(t)INFEIL TRACK ATTMIED W fAGI afACQF IMS(6 IiW 9CEIP5 ND f.d/Y SHHEEf YEGt MOINUD 51NEACE HDOLEOWAL RIBS m NO rM ONE 1/.•d/e' WU t n/1 .) )J1 aT/ TSE1F UPPMC SCRt76 PER ETD 1/WL SWTAPJONISTRAMWERIOTD. OR 7TIV 1/.' OM. R1ER ou1sDE KE7FD IRATEL1D OD 2. OW 94M STEM, 10 SALL SIM WIL ER. D HI E.N.Y. STEEL. ENDHNCEEACHSTILE S7R£ ,1016.,BRflOtl MARK WESI0F10D. P.E. F S ED((((TO /O/Bttpay//pp *' PRfFMATL'IMOF .MNRS Rr OIIE16 ROMA STILIS STILESW.4) SCRli6 • N9K HANDLE SOLE NORM PC MPEI276f2 3• TALL WEAR A (.) 1/4.O/4• SEV Loa BAR 20 G OALv. STEEL t13 P61C SCREV6. aL.P *. Lmr ovDUN BICACES N DESKMI LOADS: +24.0PSF & -24.5 PSF VWnwNcncsoCIRSPEEACHSIX of TEST LOADS: +36..0 PSF k -37.0 PSF L r r TNL , 7o G CKw. SOIEEEI U-Bw5 DD7ALOE BOLT IIAHrE OF DOOR. RECORD FOR THE BIiOW OR STR CRA E AND N ACCWBYICE 1-7/ Y 0 A 2-1- -ROWS ONE E TWOW ON LOW EMG m NWTERMTL MAN CLAUDIA BORORIO 0006 MR THE LOAN EJSIFD WI aHOHa wwro Ae sum r Iuc r ETC.} F L N-6Vt AR ON N 'mONE 1HOACE THIS ovawi6 Hr +r . P® gAL m.msa. PART NO.: - 1111/ s s i3/4' SETT TAPPRIC SCREWS Loa ONDOM CwHM dswiw ih.NAt Sfdw OYNriw 312 i1fERR A SNIe IR6 CBS/, IDEAL « 45202 PFR SATEu>cwaM £ ` CO. TOLERANCES A,. .R.E.6.16r6 Fie R 31130" 4 TN s.d...4 ,N.., taPl a:4 .0 t.03 l0JF& A - A TSDE NENT R0t1 ,N,w R, NAO t.015 DESCRFWN: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD CAW. Sim BOTTOM BRACKET .000:DUS ED wffN ( 2) /146/6' SIRET METAL SCREWS. T,.HM, M=m=x.—.l-ljDWG. 0000a :: 01 DRAWN BY: 8AW DATE: 4/18/00 SCALE:p)y(RRRI ExTRusDN dlfiro /Agk ' t1/ 2 CHECKED Wt. MWW DATE: 4/18/00 SHEET 1 OF t ZE L A VFWL RE.AATHERSRP. NO.: ID2138 REV. NO. 1 i nC I A 1+ 11 MODEL: 6RST (25 GA. STEEL SKIN) REVISIONS MODEL: 4RST (24 GA. STEEL SKIN) + REV. NO ZONE: DATE: ECN NO. APPVD: DESCRIPTION OPTIONAL DSB GLASS OR LISTEDED 1 A4 11/00 - !WW OTY (1) WAS (2) FOR TRUCK BOLT 8' ACRYLIC UTES AVAILABLE 1) INTERMEDIATE STILE ( SECTION B-B) ATTACHED W TOGWOC (Tpp h BO 20 GA MW. FIND STILES ATTACHED TO DOOR AND l! ADFESIVE (ALD C CEQ IN WITH PATENTED TOG-L-LAC SYSTEM -"f 2K 3' TALL U-BAR HORIZONTAL TRACK SUPPORT BY F '-- A BOTTOM at CENTER). TAL m20GA. GALV. STEEL DOOR WSLER (TO SUTTj o L-rr f r 13 GA. GALV. STEEL FLAG BRACKET. REPORT#9606C t6 " "y. NEEL mp EACH FASTENED TO WO00 JAMB WITH IROLLER SIVOCEF. IArCH 10) (3) 5/lexl-5/8' WOOD LAG SCREW I Split. CO&TTEVDD 14, s/d slt>:i WM DOUBLE TRACK LOCK POSITONLOW HE4DRDOM IS BOTH SIDES)WITH A BAKED --ON PRg1ERTRACK SMPw .lani D AVAILABLE AS AN OPTION TWO PONT LOCKING AND A BOXED -ON POLYESTER x TOP COAT APPLIED TO BOTH SIDES OF STEEL SIGN. 1Oi0iaONE 3' TALL x FASTENED lgFA_ ZQS _ 1• m 4) 14 a 2' GALV. STEEL TRACK, g 20GA. U-BAR (50 KSI) MN. TRUCK 7HICIRESS:.060' PERDOORSECTION. END SLIDE BOLT W (4) I/4'WC SELF ~x 1S"EEr' 8 - 0 88 ISIRELACKENGAGESTA~ Suers a B1T0VERTICALxTRACK. ONE u TYP. 2-1/2-x12 CA CALV. STEEL TRACK BRACKET O I LQO T IO OF _, LACK ON r TAIL x 20 u CALM. 2 . 111E"— r'"'^^— VENT p FACYI SIDE grin O-aNL ow u-aw (4) TRACK BRACKETS PER SIDE. PER SECIIOlI G1Cf1 LL-9Nt AITACIiD rT3 OPTX. TSIDE T SCREWS90CC POSRIONOFDOatPER4snE4t0ailoTAPPINGN0LHRTOPBRACKETINSIDESLIDE BOLT DOUBLE HORIZONTAL 14x5/8' SHEET METAL SCREWS LOCI( OPTION 11UCC NOTE 1: DOORS UP TO 7'-0' HIW CONSIST OF 4) SEC 06 ((SHOWN)). FROL' NT FRAME WITH U.V. DOORS OVER 7'-0' HIKYN COH56i OF (5 SECTIONS (NOT SHOWN). COATING ON OUTLSIDE SURFACE DOUBLE 13 Cl CALK STEEL BOR011 O OVERI1CyJAMBAITACHMEHfiTFRSBLd11wG5): gNOQT. ATTACHED WIN TWO 1/4- x3/4- SELF 1/Z'x3' LAC SCREWS ON 24` CENTERS 1' OD. AWL 0144/3 SHIES METAL SCREWS. A T to TAPPINGSCREWS. WASHER REQUIRED. LAC SCREWS MAY BE COUN ERSUNC SSB LASS OR_EW BUT NOT REAl1: ED TO PROTON A FLUSH MOILNtING AUaO11 ExtALlSIOH 1 ACRYLICLJ1E18 -A NTERMmIA ( ) VIVAIIEM/ER5111P. 'M VIEW BBVIEWC• SURFACE HORIZONTAL ,LAMBS DO NOT TRANSFER LOA0. SECTION A -A (SKHE NEMHEAD710N B-B SCREW WAD SCREW 0PANREWSPERLITE) END 2 PSI MIN. CONCRETE L'DLW1N : MOLDED STILESTOP MO. MINIBYDOORINSTALLER (TO SLAT) 3 B x4x SLEEVE ANCHORS ON 24 CENiDiS (BOTH INTER. rr 2x6 YELLOW PINE JAMB 20 CA MIN. GALV. STEEL END STILE C-90 BLOCK OR 2,DOO PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STILE 1/4-x4- TAPCON SCREWS ON 24' CENTERS (2,000 ONTO VERTICAL TRACK. 20 GA GALV. STEEL INTER. S11LE PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON SLEEVE ANCHORS, VO.D. MN. WASHERS REQUIRE TsuG: EACH SIDE OF DOOR. WITH TAPOONS. ANCHORSMAYBECOUNTERSUNK . STILE 12 aA CSTEELTRACK / (BUT NOT REQUIRED) TO PROVIDE A FLUSH OUT BRACKETS FASTENED T TOWOODJAMB) SMOUNTING SURFACE. HORIZONTAL JAMBS DO NOT HANDLE WITH ONE 5/16'xl-5/8' LAG SCREW TRANSFER LOAD. ED PER TRACK BRACKET. twNOLE18GAGALV. STEEL CENTER HENCE I END I I FASTENED TO INTER. 5T0.ES W/(4) STILE OUTSIDE KEYED LOCH 14x5/8' SILENT METALSCREWS2' GALV. STEEL TRACKFASTENEDTO14GAGALV. STEEL ROLLER HINGES 12 GA. GALV. STEELTRACKBRACKETS. FASTENED TO END STILES EACH W/(4) TRACK ATTACHED TO EACH BRACKET 14x5 B' SHEET METAL SCREWS AND WITH ONE 1/4' x5/8' BOLT h NUT [4) i//4-x3/4- SELF TAPPING SCREWS PER END HENCE OR TWO 1/4' DIA. RIVETS. PREPARATION OF JAMBS BY OTHERS. 2' DLA SHORT STEM. 10 BALL STEEL ROLLER. A JAMB SECTION C-C / NOTE 2, THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING C OR STRUCTURE AND IN ACCORDANCE MARK P.E.ERFIELD. P E. THISDRAWING. CURRENT BUILDINGCODES FOR THELOADS LISTED ON FLORIDAA P:/48495 NORTH CAROLPU P.E. /23832 l 4 40 3 LOCK BAR ENGAGES IN TRACK ON EACH SIDE of DOOR LOCK BAR LACKING INSIDE HANDLE OUTSIDE K= Innc DESIGN LOADS: + 25-0 P.S.F. k -3Z.0 P.S.F. SNAP LATCH LACK OPTION TEST LOADS: +37.5 P.S.F. h -48.0 P.S.F. a A ®S<l WglI PART NO.: - r onwr "' m Lr,x.,. smU.4TQLERANCES aro.,: x. IDEAL 312 5" SL S& ISM ON u w mrr r Aw. rr G. r a.......4 Asft+1.4. O : *.03 Alt 1-f13-3E1-ImD YYSExROWWWB. Fs Wa ,313EIQ-351! i°'I A, ,,,,, I, AO t.015 DESCRIPTION: MODEL 6RST W4 9-0 x B-0- +25/-32 DESIGN LOAD E 000 OtDp1 DRAWN BY: BMM DATE: 4/18/00 SCALE: NMD C.R ThWd AnOe CHECKED BY: MWW DATE: 4/18/00 SHEET' 1 OF 1 IZE L P-j-6 n r - IAJ. a om E i" p aWID15aCHs AWE a WILES. DTTC. NO.: 102137 REV. NO. 1 2 f'91R1I81li0'r ?7i43+1T f n,a„ r .1.,- MUWV%gL %.lVVPA a a 1) jjf. C C 11 A CITY OF SANFORD PERMIT APPLICATION Permit # : (3y — 0) S 3— Job Address: 22 - 3 Description of Work: rilll n Historic District: Date: 10 L01 v 4 Coning: Value of Work: S r Xia-uU Permit Type: Building Electrical Mechanical Plumbing X— Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) / Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines t0 Plumbing/New Residential: # of Water Closets 2 Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial- Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel N: n t _ ( Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contr-AbVXW eXW1l11t tAR1At.INC - — I I Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application ishcreby 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 ofa permit and that all work will be performed to meet standards of ail laws regulating construction in this jurisdiction. 1 understand that a separate ' permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. O_WNF '5 AFFIQAVIT: 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 coning. 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 A'rTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements FI rid aw, FS 713. Signature of Owncr/Agent Date Signature of Contractor to Print Owner/Agent's Name Print Contractor/Agent's Nam/ e i I Signature of Notary -State of Florida Date Signature of Notary -State of I'lorida Date Owner/Agent is r Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Special Conditions: MARTHA Y. HALL Contractor/Agent is -->ersNWlKyrjdvtkVSfr8fe of FloridaProducedIDO. 1, 2008 Comm. No. D® 2581 a9 Zoning: Utilities: FD: initial & Date) (Initial K Date) (Initial & Date) (Initial & Date) 5-06-203 7:OJAM r=kohl CrrY OF SANFORD PERMIT APPLICATION Dare: ?-- — -2 9 _3 Permit J04 Address; faltscri lt pee 44 W#01 Value of Work: 5Zoning; Plumbing __ Fire SpnriUcr/Alarm Pool M"Wics" f S10501200 Ad4itioct/Allerittion— Chain of Service __ Ternpuivy hic j New (Duct Layout & EnLrrZyC111C Mechanical: ResidentialNon-Rasidonlill) — R4PI49"i"It pitimoing] Nl;w,Cqrq;nercl*l; A of Fixtures # of watt, & Sewer Lines- Illof Qj-4s Lines Plumbing/New Rivildential: # or' Water Closets.. Plumbing Repair — p cildel),jal or Comnliercial Occupancy Type- Residential C:ommercjBI Industrial _ Total Square Footage, flood Zgue: (FESIA form rvquirvd frr 0 1 hcr I 'is A -'i Construction Type: of Stories: is of Dwelling Units: ............................ Attach Proof o( Ownership Legal D%zcrivooll) Fircal 0: L — .- - f 4-4-n r, Il d,- -' L -\2,LWC-L-- 0wrivra Name & Address: phone Contractor Name & Ad4j-7wk Lkt-v L State Lkxnst Nul"her4-11' - -1 - Contact Person Vhoiie & FAX: ondinf; Camps ny: ddresi;: Mortgaut Leader, 7-- Phone ArchiltvVEngineerl FIX Acl%Jr,tail: Application is hereby made to obtain a Permit to do the work 3nd inslAllalions as indicated. I certify that no wink or in3t,311stion has corru nctwed P1710s ! to.h: will be penrrnad to MW standards of,all laws regulating coruitruction in thisjuriW.Claon I VrOmulll thut I , Para': or a permit and that all workpermitmostbesecuredrotELECTRICAL WORK PLUMBING, SIONS, WELLS, POOLS, FURNACES, BOtLEpS, HEATEgS, TANKS, and AIR CONDITION'ERS, 011%;. OWI or, ow (onw going infornuinonihaccurateandOutallurkwill be done in cur"P)"A. &*"able l"'s nFu in' construction AM zoning, WAR.NrN0 TO N jjE& S_&FEI DA V 11: 1 Ufti fY I that aI OWNER: YOUR FAILURE TO RECORD A NOTIINCN U OFCOMMENSULT WITH YOUCEMFN r MAY RER U-Nv"'EK QK SL)L*1 1, 14 YOL R ?A) i. 6 TWICE FOR IMPROVEMENTS TO YOUR PROPERTY- IF YOU INTEND TO OBTAIN FACING, CO, ATTORNEY BEFORV PiCOMINO YOURNOTICEOFCOMMENCEMENT, NOTICE: in addition ur)% ht; mQvirtmcrits of thin parmit, there may be Additional restrictions applicable to this VoPcTTY Owl may be fowno in (?)c puow, rc: wits et this county, and thenmaybeaddittonvipermitsrcqvirodfmmothergovvirrimcritAlenribmsuchaswaterrnAnoce"At oisrnicts. 6Lwtc agencies, Or (c`3c" 4"n)c :c$ Acceptance of permit is vcriticution that I will notify the owner of the property of the requatirncr,14% Of floricu Ucrt L3 Signature or Ownc . v/ . Aficni Uutc Signuturt of Conn-3cino Avilt Fnnt Cvnn-actor1Al;cnt Na Print 0-ner/Alicnt's Nanic 0-3 Tq—.Tu—, c of N, -)u Signature QrNuljj,y.Sr2ie of Firinda (?vc Cnl Known iv Sir pill jt)n;wy Ki)n\yn io.Mvoi (.'Vwraetnr/Ar rroducvei 11) erudocqil I D Af' l'LX'ATl().\ AlIVIkOVEJ) fly 11149: tnit-:il 4L 1) 3iv) t ..... I rick;1,11 4 .; 4 V,,, Marie A. Zettlemoyer Commission AIDD221380 Expires: Jul 15, 2007 Bonded Thru Atlantic Bonding Co., Inc Permit # ..b-q_I Job Address, 2-) I Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: 7 YZ'F 3 ^tA•;K 't F121 t YC fi +(r , 1^ , ,., Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool , -__,-_ _ Electrical: New Service — # of .9MPS Addition/Alteration Change of Service Temporiiy Pole_-_..,_ Mechanicak.' Residential Non -Residential Replacement New (Duct Layout & Energy Ca1A1 Required.) F.... Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of WaterClosets Plumbing Repair— Residential or Commercial Occupancy Type: Residential ',' Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for oam, titan X) Parcel #: Attach Proof of Ownership &Legal Description) Owners Name & Address: yj Phone: Contractor Name & Address: QA ate License \umbervROK r Q Phone & Fax: i :SIX T# Ins ZgarS -4) iliac ._77 l"1Yl D,I G A/ I' P R c s ` (} r% S f ILAIX r .,. a Bonding Company: Address: Mortgage Lender: address: Architect/ Engineer: Phone: Address: - Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior lu the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable. ),ws regulating construction andzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT fN Yof JR PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OP. AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or fcclera.l agencies. Acceptance of permit isverification that 1 %Nil I notify the owner of the property of the requirements of Flgtwa CienFS713. DEC 2 6 1003 Signature of Owner/Agent Date ''Siena , Con acto enl— — - pate ROBERT G. DELL& RUS Print Owner/ Agent's Name 4PnContractor .agent' s Ila e DEC 2 g M3 Signature of Notary -Stale of Florida Date Signature of l o_n-State of lonca Date Owner/Agent is_ Personalh Known to Me or Contractor/Ac;-::s ` Personaiix Known to Me or Produced ID Producec :') APPLICATION APPROVC- D BY: Bldg: Initial & Date) 1pcoa! Conditions: Zoning: L ..:: rs. FD: Initial & Date) j M3 L !A C tJRNF.a 3a i J t 10-03-203 9:52AM FROM P.1 tfi9r CITY OF SANFORD PEY2114IT APPLICATION ,.; », '. • . 1. i / Permit Dal: sob AddreSs: C Description of Work: , Historic District; Zoning: Value ofWork: S 00 V'a•rac q,.C,. Permit Type: Building Electrical A,/ . Meoh rtioal Plumbing Fire SprinkledAlarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & &crgy Cale. Required) PI umbing/ New Commercial: # of Fixtures of Water & Sewer Lines # ofGas Lines Plumbinp/New Residential: # of Water Closets Plumbing Repair —Residential or Commercial Y Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: of Dwelling Units: Flood Zone (FEMA form reunited for other than X) Parcel t!: _ _ Attach Proof ofOwnership & Legal Deacripttic Owners Name & Address; /Q r,/9 jKt oljednK/ Phone:',/ Contractor Name & Address, _ /!/ Ji d. r• r r/ d l r Wit.. _ y i`,J'a 6{ _d / -mod a i Phone & Pity; d _ .' - r-/St ateLiccnacNomber: t iAtfaet Person: .l S4o, - w tJB i' Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer Phone: Add ress: 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 issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, I understand that a separate permitmustbesecuredforELECTRICALWORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. W ' S A FFID V I T: 1 certify that all of the foregoing information is acourate and that all work will be done in compliance with all applicahle' lawn rerulating constructionandtoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR I'AV1N TWICE FOR IMPROVEMENTS TO FOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LBNDP.R OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. UML(; A: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in dle public records of thiscounty, and there may be additional permits rcquittd from other governmental entities such as water management district$, state agcnciee, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signahtre of Owner/Agent Due Si§nature of Contractor/Agent Date oe Print Ou+ncNAgcnt's N;+me Print tractoNAgont's me Signature or Notary•State of 1 lorida Datc ignotu Notary -State o rid$ Uate a4• rs„ NjV Bonny G Logan My Commission D0201551 Ownef/ Agent is --Personally Known to Me or Cootraclor/Agent is ,'ereonally Known to Me or o, 9,00 Expires May 17 21107 ProducedID,__ , , _ _ Produced ID _ - APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: initial & Date) (initial & Date) (initial & Date) (Initial & Date) Special Conditions: