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Home My WebLink About253 Clydesdale Cir - BR03-001443 - SFRPERMIT ADDRESS CONTRACTOR e twxV PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr # 102 Orlando, FL 32822 407)857-9101 CBC 055300 PROPERTY OWNER 1 ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR — MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # - DATE PERMIT DESCRIPTION j \Q— PERMIT VALUATION \ L a, SQUARE FOOTAGE C) :/ o d PA m CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number. 03 ? qq3 Date: The undersigned hereby applies for a permit to install the following electrical: Owners Name:U- Address of Job: 111 53 Electrical Contractor. Residential: v Non -Residential: Number Amount Addition, Alteration, Repair (Residential & Non -Residential New Residential: AMP Service o 3S csJ New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building I Other. Description of Work: I j Application Fee: I S10.00 t TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code Applicant's State License Number CVUHTY 8F`M NOLE IMPACT FEE STATEMENT ISSUED BY CITY Or SANFORD STATEMENT NUMBER 103-75418 7--7---- BUILDING PERMIT NUMBER: CITY) fOUNTY NUMBER: UNIT ADDRESSx TRAFFIC ZONE: SEC TWP: RNG: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: OWNER NAME: i ADDRESS: APPLICANT NAME: ADDRESS: LANB USE CATEGORY: 001 - Single Family Detadnad House TYPE USEw Residential - WORK DESCRIPTIOMn Single Family House: Detaghed - Construction BENEFIT RATI',--' FEE UNIT RATE PER H TYPE TOTAL Dj: ROADS LIBRARY| CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCH[X LG "CO -WIDE O dwl unit $1,384,00 1 $ 1,384.00 MOUNT D 2,285.00 STATEMENT RECEIVED BY: \ SIGNATURE PLEAS PRIHT NAME) NOTET8 RECEIVING SISNATORY/APPLICAWTo FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: !-COUNTY 3-CITY _ 2-APPi'ICANT 4-COUNTY NOTE**r ' PERf ONS.ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND pAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROw)n, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE , EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CESIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW [1UST MEET THE REQUIREMEWTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THERULES GOVERNIN8 APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORB, FLORIDA 32771; (407) 665-7474. PAYMB=SHOULD BE MADE TO: CITY OF 3ANF8RD BUILDING DEPARTMENT 30O NORTHPARK AVENUE SAHFORD~ FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHO\jLD REFERENCE THE STATEMENT NUMBER ANb CITY BUILDING PERMIT NUMBER AT THE TOP LETT OF THE NOTIC0. THIS STATEMENT IS VALID ONLY IN CONaUNCTION WITH ISSUANCE OF A*0* SINGLE FAM ILDI G PERMIT******************* FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number XXXX CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 50, BAKERS CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: C3 GPS (Type): e - ##' - ##.##" or ##.#####° NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION BtUblAi SEMINIOLE COUNTY 120294 & COMMUNfTY NUMBER I SEMINOLE B2. COUNTYNAME I FLORIDAt B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECT1VEhtEVISED DATE B8. FLOOD ZONE(S) Zone AD, use depth of flooding) 0045 E 4/17195 4/170 A 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In U9. FIS Profile FIRM - Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' Building Under Construction' Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Showfield measurements and datum conversion calculation. Use the space provided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Comments _ Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom Floor (inducing basement or enclosure) N. P.0) o b) Top of next higher Floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. ft.(m) o d) Attached garage (top of slab) NIA. fL(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) N/A. fl.(m) o 0 Lowest adjacent (finished) grade (LAG) NIA. ft.(m) o g) Highest adjacent (finished) grade (HAG) WA. fl.(m) o h) No. of permanent openings (flood vents) within 1 ft. aboveadjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) d N M0C wa a E; 3_ ZL d dU SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH S RE TE. UKLANUV I-L Uou SIGNATURE 1AL&- KA DATE TELEPHONE 4/4M (407) 426-7979 FEMA Form 81.31. JUL 00 SEE REVERSE SIDE FOR UUN I INUA 11UN Htl'L.AL r-a ALL r-mr vivuo cur i juiNo IMPORTANT: In these spaces, copy the corresponding information from Section A. For lrrsuranceCompany Use: BUILDING STREET ADDRESS (Indud'rgApL, Unit Suite, andror Bldg. No.) OR P.O. ROUTE AND BOX NO. Poficy Number XXXX CLYDESDALE CIRCLE Cam' 0 STATE ZJP CODE SANFORD FL Corp" NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy bothsides of this Elevation Certificate for (1) community official, (2) insurance agent/canpany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the buildingdiagram most similar to the -building for which this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(c m) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floc or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i onfront of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordnance? Yes No Unknown. The local official must certify this information in Section G• SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zane A (without a FEMAassued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B. C, and E are oared to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZEDREPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachmentsSECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administerthe communitysfloodplain management ordinance can complete Sections A, B. C (a E), and Gof this Elevation Certificate. Compete the applicable item(s) and sign below. 1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or communitywissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for communityfloodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED GB. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This pemal has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _fL(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS CITY ANFORD PERMIT APPLICATION Permit Datc: ,14' L'1- Q " d'->--' Job '*Address: Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Spri"r Description of Work F. Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service (P of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gu Lines Occupancy Type: Residential _Commercial _ Industrial Total Sq Ftg: aa_ Value of Work: S ' , C) CEO Type of Construction: .5je0r*,Y— Mood Zone: Number of Stories: Number of Dwelling Units: .1 Parcel No. Attach Proof of Ownership & Legal Description) Owner/Address/Phone: l PC]o`N Srlc' `CR%eS`q -qtO p250 4ZEA-1i t sS- NJPmOt')Lk lOo1 R-4./ QN`:)O , E= L_ 3 2tZ-Z Contractor/Address/Phone: Rickk-cseb e> q IOl Co250 z ktNF- N,)Fk, 102 (kkkkl ,F L State Licenso Number: Contact Person PF1TR (',O tJ j Phone & Fax Number. A0+/' .q l01 c GZ2 23 Title Holder (If other than Owner): N Address: Bonding Company: NA* Address: Mortgage Lender: S/'` Address: Architect/Engineer A•g' CR4)F' Phone No.: Address: AeA NSR• 34 S . I15111 A'W.F 2> FaxNo.: Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR D PROVElvvffiWrS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental cndLks such as water management districts, state agencies, or federal agencies. Acceptance permit is Eh—1 S ture-d C er/Agee r U Print nt's NIa: Signature of Notary-Stat that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Date Date O PATRiCOULTON L NCYTARY PUBLIC STATE OF FLORIDA O'r CO ISSION NO. DD134330 Y , MISSION EXP. LY 26,2006 Owner/Agent Is Personally Known to Me or Produced ID a UU-NMXRTS17 PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MYCOMMM1 EXP. JULY26,2006 Contractor/Agent is Personally Knout to Me of Produced M APPLICATION APPROVED BY: 1 Date: Special Conditions: e hood Z d.., A. I L\1a .LAr lilt IININf1iN11 uminMWNYINIY11NllN11 in THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 NARYNK HORSE, CLERK OF CIRCUIT COURT SENIMOLE COUNTY BK 04758 PG 0525 CLERK'S # 20030507A0 RECORDED 03/26/M003 0%4368 AN RECORDINS FEES 6.00 RECORDED BY N Nolden NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following information is provided in the Notice ofCommencement. Description ofropperty: Lot(s) 15, 16, A 50 & 53 Bakers Crossing Phase 1 Plat Book 60, Page(s) 27- 29, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax it: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax•#: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, 1 0 by: tconergA. Lawson-,Asalstant SecretaryCorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day ofcn ,2003 byy Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on e a o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFI ARY PATRICIA COULTON IOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION I Xp. ULY26,2006 Notary Seal CERTIFIED COPI MARYANNE MORSL CLERK OF CIRCUIT COURT SEMINOLE COUNTY. FLORWA DFPUTM CLERK o kA k 6 2V CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 - FAX # (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) NAME T),- • E- c)f--- on C . SERVICE ADDRESS MAILING ADDRESS TURN ON DATE MAIDEN NAME WE at I D Zip "- Z.ZL SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE COMMERCIAL r +, L.((-DuLkn W 0 RK# q- - t3 5:1- cl 10 1 HQ r 1H OME# OWNER OF PROPERTY 0,K• TDn C - I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO,-TRANSF E NEW APPLICANT MUST WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY ALL OUTSTANDING CHARGES. I AM ALSO RESPONSIBLE FOR MAKING ED OFF STOP SERVIC SIGNED; DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ CUSTOMER# APPLICATION FEE $ LOCATION# OTHER FEES $ LAST BILL READ THIS READ TOTAL S CSR DATE Limited Power Of Attorney I hearby name and appoint: Craig Coulton andeachagent's of D.R. Horton Inc. jDsefok- To be my lawful attorney in fact to act for me and A1111ly t The Building Dept. of: C j -tu o Env6r For a residential permit for work to be performed at: SubdivisiLot # : on : VG I s lass I Address:25!:, G1u And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number E 46/1-10 ignature of Contractor This foregoing instrupent was acknowledged before me this: Date: 2, 12-4)fl ' By: Richard B. Ladd ( Contractor ) Who is personally k ow to me. OFFICIAL NOTARY SEA State CfFloridda PATRICIACOULTON My OTARY PUBLIC STATE OF FLORIDA Count - COMMISSION NO. DD134330 h I / COMMISSION EXP. JULY 26,20Q6 Notary Public SignaTure Notary Seal w•Yr APEX QERST CO-NT'RQL_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Dnte of Install: Contract Number PUCHASERS NAME AND ADDRESS Name Address (e ,—r Cit,,•/State/Zip alLAti O, --i 3Z2,ZZ Phone SC Email ez tz con' ttM 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. CUSTOMERS NAME AND ADDRESS Name Address City/State/zip Phone &c Email INSTALLATION ADDRESS: Lp ,5 LJ,`` s SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: aCr— DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex -dll Nvarrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pnythecostoflaborandmaterialsnottoexceedS1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN 'ItfiE RELATIONSHIP OF THE PARTIES. n apex Representative Signature Date %--'Ctfstomer or Agent Signature Date apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedinliteratureprovidedbyDowElanco: 1. Install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite halt and remove It from the Stations as appropriate; and4• during those years, Inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity, The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmay-4 maintained for the LIFETIME of the Identified property subject to the terms and conditions of thisagreementforSfi° w x, er quarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the nren(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing %nterunderpiertypestructure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or underthearea(s) batted. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destro,,inginsectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist, FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparnernph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARR.AINTES OFIERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARROFWORiGMANLIKESERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTtL\T1'. Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if any kind, and in noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)it Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any -allergy orsensitivityconcerningodors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract nn<1 apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All componentsoftheSentrlcon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of theComponents, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use is Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer toretrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protectionordiscontinuingtherelationship(notet Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;.(5)retrIeve, or advise DowElanco,or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the Initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or suppliesoccurs, 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 nt the time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue nt the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In fall force and effect. CHANGE IN LAW. In the event of a change in applicable law as it pertains to the services promised herein, Apex reserved the right to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuellor materials, sthkes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)tcrmite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder. Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organizat on, and In accordance with and subject to all th( provisions of the Uniform Arbitration Act as in force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et sea. Tht proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it - designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators %vil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Indlvidual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed tit the time of purchase constitutes the entire Agreement between the pnr,ies an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thlrty-six) months from the Initial date of Installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, In Its sole discretion, that It Is unable to prevent or stop further damage to Proper', from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writin, t The Apex Corporate Offlce. Apex Is only obligated to perform under this Agreement if the Customer allows Apex access to the identific Property for any purpose contemplated by this Agreement, Including but not limited to re-inspectlon, whether the Inspection was requestc by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. After th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a M transfer fee payable to Apex within : thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area508SPlumosaSt. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd NiMerrittIsland, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813-221-2847800-929-2847 888-764-2847 877-459-2847 r t D . R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # OU SUBDIVISION: BAKERS CROSSING ADDRESS Z53 0 1/ST BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT ATTACHED TO THE PLANS Z,>SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT PPEx CONTRACT Sri Ue,CeJ )rm CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT I. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2. Two (2) complete sets of construction design drawings drafvn to scale, Complete sets to include: a. Foundation plan indicating tooter sizes for all bearing walls. Provide side view details ofthese footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), lnndings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, cast, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing inter and exterior. Show all components of wall section. c. Framing plan for floor joists where conventionally framed. Plan toindicatespan, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to enrry and support trusses. p g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: Garages/Carports S.F. Porch(s)/Entry(s) S.F. Patios) S.F. Conditioned structure S.F. Total (Gross Area) S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNEWBUILDER MUST APPEAR EN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic benrbs - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE By o m4orAutho4r1zAgWnt1) e- Permit # : 6 3 - /! Job Address: 03 Description of Work: Historic District: 7" ,y. l.•v;.'.^.::r)`,r 7+ `,.": Fii7 .. .. ::r.$q ;t'r'is, .7. 1Kj. ,r},T.i e-?'(+ CITY OF SANFORD PERMIT APPLICATION 717 , D _ t./ Date: j- Zoning: Y Value of Work: S 4z6od' Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm FoQI•____ Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole___,-._..._ Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy C4.1. Required) w.r. Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required. for, Wier than X) Parcel U: I ( Attach Proof of Ownership & Legal Description) Owners Name & Address: art Phone: Contractor Name & Address: -MAIN REATM R, AMCO 09 tf'!l1M1UtT.'RC!Ri 4T_ RR-E QTT TE t s Mate License Num Phone &Fax: T-AllM MARY i'LDRM*cff27jW <<12322%Q.© Bonding Company: Address: Nlortgage Lender: Address: Architect/Engineer: Address: W Phone: Fax: - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be performed to meet standards ofall laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAV IT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with'all'applicable 1r+ cittlatinlconstructionandzoning. WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT < IAA SING TWICE FOR QviPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR R OR A]J ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TI E: In addition to the requirements of this permit, there may be additional restrictions applicable to this this county, and there may be additional permits required from other governmental entities such as water man Acceptance of permit is verification that I %!ill notify the owner of the property of the requirements of Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date O%kner/Agent is. Produced ID Personal]\ <no%\n to Me or APPLICATION APPROVED BY: Bldg: Initial & Date) Specia! Conditions: ifnature of Conr:act nt a>. Print Con ctor Agents Name Signature of Ko_-State of Fh in the public records of ties, or federal agencies. Ti34:3 Date SD 1 Date MIRINDA C. TURNER MContractor/Ag:c: a MY _ Pc rpsvn IoMMISSION Y DO 212893FrS: June 14, 2007Produce,::D `' o ' Notary PtbQc UndenvAten Zoning: Initial & Date) (Initial Date) FD: hrtial & Date CITY -OF SANFORD PLUMBING PERMIT APPLICATION Permit Number. 3 - y3 Date: `12e)D3 The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: Address of Job: -S Q k ct sf,, 2 J-3 C 4,0jola Lo Cam, ADVANTAGE PLUM NG, INC. Plumbing Contractor. P.O. BOX 620027 OVIEDO FLORIDA 32762.0027 7)366-33994Residential: 0)AsuienUa1: Number Amount Addition, Alteration, Repair Residential & Non -Residential New Residential: . One-Water Closet Z Additional Water Closet J' Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City oSKa-nford Plumbing Code. Applicant's Signature or 7d'-)9 State License Number ADVANTAGE PLUMBING, INC. P.O. BOX 620027OVIEDO, FLORIDA 32762-0027407) 366-3994 3 1 /yW{sdy PLAT OF SURVEY/ DESCRIPTION: (AS FURNISHED) LOT 50, BAKERS CROSSING PHASE 1, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BELGIAN WAY PI I R I 1" 30' GRAPHIC SCALE 0 15 30 I s nU O o I aYV3Ig; W 2B.32 i I W N ' O I I ' o I O ' 1I 25.00'---- na ff1-10 us<_ Ir t7trJa d^ O ct F I a o 6 - 1. S' = m b I I 1p, LEGEND BUILDING SETBACK LINE FNO NAIL AND DISC CENTERLINE LB 04671 (04/16/03) RIGHT OF WAY LINE EXISTING ELEVATION C CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PR/A PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK C CONCRETE PAD CS CONCRE TE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS PDC POINT OF CURVE LOT 49 S89'27'49"E 0 10' DRAINAGE EASEMENT FORMBOARD FOUNDATION TOP OF FORMS ELE VAT10N- 30.00 5' DRAINAGE EASEMENT N89'27 49'W 11 O FND 1/2' IRON ROD AND CAPLB16393 (04/16/03) CNA CORNER NOT ACCESSIBLE a DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSEC104 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 ROL POINT ON LINE PCC POINT OF COMPOUND CURVE HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL 10 120289 0045 E DATED 4/17/95 AND FOUND HE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, 1REA WITHIN 100 YEAR FLOOD. LEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY ERTICAL CONTROL AS FURNISHED. EARINGS SHOWN HEREON ARE BASED ON HE NORTHERLY LINE OF LOT 50 BEING N 89'27'49" W PER PLAT. FIELD DATE:) 04-16-03 REVISED: SCALE: 1" a 30 FEET APPROVED BY: CKB REVISED DAIEN9KIN5 3-5-03 JML ASM32975 FORMBOARO 04-24-03/CC JOB NO. PLOT PLAN -12- CKi DRAWN BY; LOT FIT 5-2-01 JML LOT 51 J 0 00 Ozu., 1 lo.o' 0 1 3U-) W ctaO1 i I vt 20.1'-3c V) I I m IIIO O Z CERTIFIED 1'0 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. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUNQ ON 04-16-03. UNLESS OTHERWISE SHOWN. 2. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGH'i OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 4. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5. ALL INTERIOR DIMENSIONS WERE VERIFIED IN THE FIELD AND SHOWN UPON THIS DRAWING. 6. THIS IS AN AS —BUILT SURVEY DELINEATING CONSTRUCTED IMPROVEMENTS ONLY AND COMPLIES WITH SECTION 611317-6.005 OF THE FLORIDA ADMINISTRATIVE CODE FOR AN AS -BUILT SURVEY. ORLANDO, FLORIDA 32801- (407) 426-7979 I HEREBY CERTIFY, THAT THIS SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611017-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA 1 / FOR o V o V ME RPM GALEN K. B L PSM #4 4 DATE 1 -12-)=) " - =) / r-1.1 CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: qtq-)—V•f-(-3 Date: The undersigned hereby applies fqr a permit to install the following electrical: owners . Name: . 7)';g ,To 'c 1-21AddressofJob: Electrical Contractor/ - Residential: Non -Residential: By Signing this application I am stating that I am In compliance with City of Sanford Electrical Code, icant'sSi aturb State License Number CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 253 CLYDESDALE CIR for which permit 03-00001443 has heretofore been issued on 4/11/03 has been completed according to plans and specifications filed in the office of the Build' official —prior to the issuance of said building permit, to wit as tA.,J Sire i'0«rR0 Sic_ "_c= complies with all the building, plumbing, electri al, zon ng and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL DATE BUILDING: Finaled ZONING: Inspected UTILITIES: Subdivision Regulations Apply: Yes No APPROVAL FIRE: Inspected Water "" Sewer Lines In c$ M terr o.r(p/p Lines In Meter / Sewer Set Tap Reclaimed Water ENGINEERING: cc Street Drainage 7 •o Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs • L Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAID DATE APPROVAL DATE AMOUNT 5 02/03 5/16/03 4/11/03 6/13/03 4/28/03 4/11/03 4/11/03 4/11/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 253 CLYDESDALE CIR for which permit 03-00001443 has heretofore been issued on 4/11/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 4/11/03 279.61 4/11/03 91.93 4/11/03 11.33 4/11/03 847.00 4/11/03 11.34 4/11/03 1384.00 4/11/03 650.00 4/11/03 1700.00 OWNER BUILDING OFFICIAL / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: I • '03 PERMIT#: 03 • J 2ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering D. ,Swc T ©K Fire 2/z3/o3 Public Works Zoning Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY Fgu= W/o 315/2 v& -t/3 REQUEST FOR FINAL INSPECTION 'I°(- t:5 PX') SINGLE FAMILY RESIDENCE**** DATE: ! • ZZ '0.3 PERMIT #: 03 • NO ADDRESS:1.5.3 C CONTRACTOR: PHONE #: yv`1- 8 a - y 8 z The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering OFire _ Public Works J 5o,4r, s / 2-L'Z;2ning2 Utilities O Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: -1 • 7,2,'03 PERMIT #: 03 • "3 ADDRESS: CONTRACTOR: \ l R V c PHONE #: y(D ) - The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering DPublic Works OFire Zoning Itilities Licensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w LMBC0401 CITY OF SANFORD 7/23/03 Address Misc. Information Maintenance 08:39:22 Location ID . . . . . 230795 Parcel Number . . . 18.20.31. - - Alternate location ID Location address . . . 253 CLYDESDALE CIR Primary related party ROBERT MICHAELIS & Type information, press Enter. Special Sequence Code(F4) App Free -form information Date notes 1.00 CSVC UT 3/4" WA METER SET FEE $190.00 PD 4-11-03 41703 _ 2.06 CSVC UT REC 360 CSVC UT THE DEVELOPER DID NOT TAP OUT THIS HOUSE _ 4—.G6 CSVC UT 5.00 _ 0 WA TAP FEE PD - - REC 0 _ 9.00 _ More... F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel F16=Related pty data FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires July 31, 2002 Important: Read the instructions on paqes 1- 7. SECTION A - PROPERTY OWNER INFORMATION For insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS Qnduding Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 253 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 50, BAKERS CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): tit' or ##.##### 0 NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82 COUNTY NAME 83. STATE SEMINOLE COUNTY 120294 SEMINOLE I FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRMPANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE * B8. FLOOD ZONES) Zane AO, use depth offloodrng) 0045 E 4/17/95 4/17/95 A 245 d1U. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2 Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6and 7. Ifnodiagram accurately mpresents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, AR/AH, AP/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from thedatum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGV029 Conversion/Comments _ Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 30. 0 LM d o b) Top of next higher floor NIA. _ft(m) o c) Bottom oflowest horizontal structural member (Vzones only) N/A. 8.(m) o d) Attached garage (top of slab) 29. 5 ft.(m) 00 voe) Lowest elevation of machinery andlor equipment m servicing the building (Describe in a Comments area) 29.1 ft(m) E o f) Lowest adjacent (finished) grade (LAG) 28.5 fL(m) m . o g) Highest adjacent (finished) grade (HAG) 29. 1 ft(m) W o h) No. ofpermanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area ofall permanent openings (flood vents) in C3.h 0 sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIERS NAME: WILUAM R MUSCATELLO, JR LICENSE NUMBER:4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. 2 AD DRESS CITY STATE ZIP CODE 320 E. SO S RE , TE. ORLANDO FL 32801 SIGNATU DATE TELEPHONE 7/17M (407) 426-7979 FEMA Form 81-31:JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information fromSertion A. For InsuranceCompanyUse: , BUILDING STREET ADDRESS (Including ApL, Unit Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 253 CLYDESDALE CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides ofthis Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For ZoneAO and ZoneA (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting information for a LOMAor LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building forwhich this certificate is being completed — see pages 6 and7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement orendosure) of the building is _ ft(m) _in.(crm) above or below (check one) thehighest adjacent grade. (Use natural grade, If available). E3. For Building Diagrams 6 8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordnance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements inSections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G • COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community'sfloodplain management ordnance can complete Sections A, B, C (or E), and G ofthis Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that hasbeen signed and embossed by a licensed surveyor, engineer, orarchitect who isauthorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or oommunity4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMITISSUED G6. DATE CERTIFICATE OF COMPWWCEAMPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft(m) Datum: G9. BFE or (in Zone•AO) depth of flooding at the building site is: _ fL(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS PLAT' OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 50, BAKERS CROSSING PHASE 1, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1" = 30' GEC SCALE 0 15 30 a BELGIAN WAY 1 I On mlr I I \ O Iri 4 oo N JOI ZO4Z i R v 03 28.32 zo W 04 IBA cV I O N_8_9'17_'34_'WZ 25.00 rn to I NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LOT 49 II S89'27'49"E 110.00' ti0'0 Q) I 0 10' DRAINAGE EASEMENT0 o O O 55.0, -- _- O COVERED 4 GPP O ` i Z Ln 0 LLJ 6.0' PEN TRY ONE STORY 10.0 O i WoCONCRETEBLOCKLn a 6.0' RESIDENCE FINISH FLOOR I— 1 rj i CV 1 u• CLELEVATION-30.o0 .' p iu0253CLYDESDALECIRCLEJ1 cc t W J oII '" N p a 65.0' I O Z 0 3.3 E] 5' DRAINAGE EASEMENT oAPAD 20.1- V) N89'27 49'W 110.26 n I LOT 51 ryo O Iz.. Z LEGEND BUILDING SETBACK LINE FND NAIL AND DISC CENTERLINE LB #4671 (07/16/03) RIGHT OF WAY LINE 20 EXISTING ELEVATION O FND 1/2- IRON ROD AND CAPLB15393 (07/16/03) CONCRETE CNA CORNER NOT ACCESSIBLE DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY FND FOUND TYP TYPICAL C/W CONCRETE WALK A/C AIR CONDITIONER S/W SIDEWALK C8W CONCRETE BLOCK WALLCPCONCRETEPADRPRADIUSPOINTCSCONCRETESLABOHUOVERHEADUTILITYLINECCHORDLENGTHIDIDENTIFICATIONPKPARKERKALONPOLPOINTONLINE R RADIUS PCC POINT OF COMPOUND CURVEPOCPOINTOFCURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ONTHENORTHERLYLINEOFLOT50BEINGN89'27'49" W PER PLAT. FIELD DATE:) 04-16-03 REVISED: SCALE: 1" = 30 FEET FINAL 7-16-03 CKDAPPROVEDBY: GKB REVISED DIMENSIONS 5-5-03 JML JOB NO. ASM32975 IFORMEIOARO 04-24-03/CC DRAWN BY: LOT FIT 5-2-01 JML 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 07-16-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBd6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 4.72.027. FLORIDA 7-1L5 U3 FOR THE FIRM R. CATELLO JR. FrSM#41928 DATE r k5%GJ/ G 7nJ 1 (: J) LtL H t K 'y qU (00 (7GGC Nu.J.710 vuue F';a M600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1794 Builder. DR HORTON Address: t. C2 Permitting Office: lG R-b, FLJurisdiction Number Z 3 Permit Number. City, State Owner J).Q J Climate Zone: Contral 1. New oonstsucdon or existing New - 12. Cooling systems CAP: 36.0 kBw/hr - 2. Single family or multi -family Single family _ a. Central Unit SEER 12.00 3. Number of oniu, if meld -family 1 - 4. Numbcr of Bedrooms 3 b. N/A 5. Is this a w7m easel 6. ConditioaN floor area (R') Yea 1794 W c. N/A 7. Glass area 6c type a. bar , single pans 260.3 ft' 13. Rating systems Ca 36.0 kBtufhr b. Cloar - double pane 0.0 R' - a. Electric Heat Pump P HSPF: 7.80 C. Tint/othcr SHQC - single Patty 0.0 ft' _ d. Tint/other SHOO - doublo pane 0.0 ft' b. N/A 8. Floor types a. Slab.Oa-Grade Edge Insulation R-0.0, 202.5(p) It - c. N/A b. NIA c. N/A 14. Hot water systems a. Electric Resistance Cap: 50.0 a 9. Wall types L Coneete, Int 1nsu1, Exterior R=3.0, 1294.2 ft' - EF: 0.86 - b. Frame, Wood. Adjacent R-11.0, 300.0 ft' _ b. N/A C. N/A c. Conservation creditsbNIA am -Heat recovery, SolarN/Ae. NIA DHP-Dedicated heat pump) 10. types L Under Attic R-19.0, 1901.5 W - 15. HVAC credits PT, _ CF-Cciiing fan, Cv-Cross ventilation, b. NIA Irk-Wbolc house fan. c. N/A PT -Programmable Thermostat, 11. Ducts a. Sup: Uno. Ret Une. AH(Sealed):Garage Sup. R=6.0, 1.0 ft - MZ-C-Multizone cooling, b. N/A MZ-H-Mullions hating) Total as -built points: 24755Glass/Floor Area; 0.15 Total base points:25693 PASS I hereby certify that the plans and specifications covered by this calcuielion ere in compliance with the Flora a Energy Code. PREPARED BY: DATE: i hereby certify that this building, as designed, Is in compliance with the Florida Energy CodR. OWNERIAGENT: DATE: 3 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: EnetWGaugeO (Version: FLRCSS v3.2) U.J, CJ/ GCJCJJ 1 f . JJ LCl_ t11 R NC! f OJ f 7CG0 Nu. JJU l/YJ17J FORM 60OA-2001 SUMMED CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT tk ADDRESS:,,, AS -BUILTBASE GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Type/SC Omt Len Hgt Area X SPM X SOF = Points Floor Area 18 1794.0 25.78 8324.9 Single, Gear NN 1.0 4.6 4.5 37.74 0.94 37.74 1.00 160.0 1232.8 Single, Gear w 1.0 9.5 32.8 gng10, Ckw WV 1.0 4.8 4.0 37.74 US 143.1 ale, Gear SW 1.0 6.0 23.0 52.82 0.96 1169.6 Single, Gear SW 1.0 6.0 23.0 52.82 0.96 1169.6 Single, pear SW 1.0 6.0 16.0 6182 0.96 813.6 Single, Gear SE 10.0 7.8 40.0 56,64 OA7 1065.0 Single, Gear SE 1.0 120 16.0 56.64 1.00 905.9 Single, Clear SW 8.5 7.6 40.0 6282 OSO 1053.4 Single, Cloar SE 1.0 8.5 16.0 W.64 1.00 905.7 Sing* dear NE 1.0 5.0 13.0 43.6E 0.95 540.E Single, Gear NE 1.0 6.0 10.0 43.65 0.97 678.1 Single, Gear NE 1.0 6.0 16.0 43.65 0.97 878.1 As-Buln Total: 260.3 1as18.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 300.0 0.70 210.0 Concrete. Int In3ul, Exlerlar 3.0 129d.2 1.40 1811.8 Exterior 12942 1.90 2459.0 Frame, Wood, Adjamnt 11.0 300.0 0.70 210.0 Base Total: 15942 2669.0 A3-BulltToffil: 1594.2 2021.9 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjaoant Wood 18.0 2A0 432 96.0 EXtprlor 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 Base Total: 33.0 124ArVZnder BuiRToul: 38.0 1392 COLING TYPES Area X BSPM Points R-Value Area X SPM X SCM = Points Under Attic 1794.0 2.13 3821.2Aldo 19.0 1807.E Z112 X 1.00 5097.1 Bass Total: 1794.0 3821.2 As-Bullt?otal: MMEMENFLOOR 1607.5 6097.1 TYPES Area X BSPM Points' Type1 RValue Area X SPM = Points Slab 202.5(p) -31.8 4439.5 Swb.pn-Qr 1a Edge Insulation 0.0 202.5(p -31.90 459.8 Raised 0.0 0.00 0.0 I- Base Total: 6439.6 g Ae43ulkTotal: 202.E 6459'8 ErxopyGauga DCA Forth 60OA-2001 EndyyGaugewRapimo01 FLRCSB v3.2 ICiJ GJ/ G JCIJ 1 f ; JJ LCL F'I 1 R '7 '1YJ f OD (7GGC NU. 131)10 UOM4 FORM 600A2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS, , , , ErWWCeugeTM DCA Fenn 60OA-2001 ErwgyCau999/F1aRE$=1 FLRCS3 V32 PERMIT k Vy..Y L.J1 LVVJ 1 1 ..JJ LLL PY I IN " - r_# I Q'i 1 :OaaQ 11U. JJV vCJCJJ FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT M. ADDRESS:. AS -BUILT ==] BASE TFOLASSTYPESitionedXBWPM = Point9 OverhOmt Hat Area X WPM X WOF = Points Floor Area Type/So Ae 1794.0 5.8E 1892.3 Single. Clear MN 1.0 4.5 4.5 12.23 1.00 54.9 400. 6 Siryie, Clear m to 9.6 32.8 12.23 1.00 Single, Gay tM 1.0 4.8 4.0 12-23 1.00 48.8 Single, Clear SW 1.0 6.0 23.0 9.22 1.01 . 214.3 mangle, pear SW 1.0 6.0 23.0 9.22 1.01 214.3 Single. Clear SW 1.0 6.0 16.0 922 1.01 149.1 Single, Clear SE 10.0 7.8 40.0 8.34 1.03 542.9 Shoe, ( fir SE 1.0 12.0 15.0 8.34 1.01 134.3 ogle, Clear SW 8.5 7.8 40.0 9.22 1.36 500.3 St", Clear SE 1.0 8.5 16.0 8.34 1.01 134.7 S" Is, Char PE 1.0 6.0 13.0 1200 1.00 156.0 Single, Clear NE 1.0 6.0 16.0 12.00 1.00 1920 Single. dear NE 1.0 6.0 16.0 12.00 1.00 192.0 As43ullt Total: 2603 293'4 WALL TYPES Area X BWPM =JPoints Type R ValueArea X WPM = Points Adjacent 300.0 1.80 Concrete, Int Insul, E terior 3.0 1294.2 3.80 4918.0 Exterior 1294.2 2.00 2688.4 Frame, Wood, Adjacent 11.0 300.0 1.80 640.0 Base Total: 1594.2 S128A A --,Built Total_ 15942 5458.0 OOR TYPES Area X BWPM Points Type Area X WPM = Points jacent 1&0 4.00 72.0 Adjacent Wood F18.0 5.90 1062 terior 20.0 6.10 102.0 E aaftr Insulated 20.0 6.10 102.0 Rasa Total: 38.0 174.0 As•Bullt Total: 38•0 2092 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points UndarAtgo 1794.0 0.64 1148.2 Vnde Attic 19.0 1807.5 0.87 X 1.00 15725 Base Total: 1794.0 11482 As -Built Total• 1w.6 1572.E FLOOR TYPES Area X BWPM = Points Type R ValueArea X WPM Points Slab 202.6(p) -1.9 -384.8 Smb.On4irado Edge Insulation 0.0 202.6(p 2.50 50633 Ra% W 0.0 0.00 0.0 Base Total: -3"8 As -Built Total• 202.5 3 EnaWGauge® DCA Form 600A M1 EneWGauge&naRE52001 FI_RCSB J32 11V. JJV VVVV FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:.,, BASE INFILTRATION Area X BWPM = Points PERMIT #: AS -BUILT Area X WPM Points Winter Base Points: 505.8 Winter As-Bulit Points: 10177.0 Total Winter X System = Heating Total X Points Component Cap Ratio X Duct X System X Multiplier Multiplier Credit = Multiplier Heating Points Points ; Multiplier DM X DSM xAMU) 10177.0 3423.0 10177.0 1.000 1.00 1.078 x 1.160 X 0.95) 0.4W 1.188 0.438 0.950 0.950 5M.6 5026.E 5455.8 0.6274 Eneweauge- DCA Form 60OA-2001 ErwgyG3U96MW7E=01 FIRCSS V.32 l/Ji GJ/ eaU3 1 f : JJ LtL H 1 K y 4!' f CJ' f7GGC NU . ,MU LOWf FORM 600A-2001 I WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:... BASE WATER HEATING Number of X Multiplier = Total Bedrooms 3 2564.00 7592.0 PERMIT #: AS -BUILT Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 50.0 0.86 3 1.00 2623.63 1.00 7B70.9 As -Built Total: 7570.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Pore Points Points Points Points Points Points 14578 3423 7692 25693 1 11858 5026 7871 24155 PASS Erw gyGaupTm DCA Form $00A-2001 EnwWCzQ80ji aRES'2001 FLRCSS v32 VJ/ GJ/ GVVJ 1 I • JJ LCL I"11 f `YV I OJ 17000 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details PERMIT #-. ADDRESS:,., r- ^"=~1 1e'r IlV • JJV VVVV p xa. — — - Heaters 612.1 COmpy with atRdency requirements In Table 6-12- Switch or dearly marked circuit breaker electriMust be ed- el r I - heattraoreauif ting 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 Distribution Systems 1610.1 HVAC CoatroJ2 1607.1 Insulation 1604.1, 602A All ducts, f"ngs, mechanical equipment and plenum chambers shall be mechanically' attached, sealed, insulated, and Irtstailed in accordance with the criteria of Section 610. CeOings-Min. R-19. Common walls -Frame 1`01 or CBS R3 both sides - Common oeiling & floors R 11. EnergyGaugeTM DCA Form 600A-2001 EnergyGaugawmaREB2001 FIRCSS 32 c.,J G.r• Gc c.r,-r VV n nV 1 V. 1 GGV IlV. JJu VCJCJ7 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGX PERFORMANCE SCORE'S - 84.3 The higher the score, the more efficient the home - tam; 1. New construction or existing New - 12. Cooling systems Central Unit Cap: 36.0 k Z. Single family or multi -family Single family - a. SFEIt: 12.0012.00 - 3. Number ofunits, ifmulti -family l - 4. Number of Bedrooms 3 - b. N/A 5, Is this a worst case? Yes -- 6. CondltioneG floor area (M) 1794 fe c. N/A 7. Glass area & WPc R- i 3. Heating systems a. Clear - single pane 0.0 ft' 0.0 a. Electric Heat ramp Cap: 36.0 kBm hr - b. Clear - doable Done HSPF: 7.80 c. Tintiother SHGC - single pant 0.0 ft' d. Tint/othcr SHOC - double pane 0.0 R= b. N/A a. Floor types a. Slab -Oa -Grade Edge Insulation R=0.0, 202.5(p) R - c. N/A b. NIA 14. Rot water systems c. N/A a Flectric Rcsistaace Cap; 50.0 gallons - 9. Wall types EF: 0.86 - a. Concrete, Int Insul, Exterior R=3.0 + 1294.2 ft' b. Frame, Wood, Atl w=t R-11.0, 300.0 ft2 _ b. N/A c. N/A C. Conservation credits d N/A HR-Heat recovery, Solar e. N/A DHP-'Dedicated heat Duntp) 10. Ceilingtypes 19. R=0, 1907.5 W 1S. FWAC credits PT' - a. Under Attic CF-Ceiling fan, CV -Cross vcntilatioa, b. NIA HF-Whole house fan, c. N/A PT -Programmable Thermostat, 11. Duch a. Sup: Unc. Rec Unc. AH(Sealed):Grosge Sup. R=6.0, 1.0 R RB-Attic radi=t barrier, MZ-C-Muld=e cooling, b. N/A MZ-H-Multizonc heating) I certify that this home has complied with the Florida Energy Efficiency Code For BuildingConstructionthroughtheaboveenergysavingfeatureswhichwillbeinstalled (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: fci Address of New Home: 01-1 2A tI C 1f City/FL Zip: 1 . NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is.W a Buildinz Energy Rating. Ifyour score is 80 or greater (or 86for a US EPAIDOE EnergyStar `rdesignatian), your home may qualify for energy dieiency mortgage (EEM incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 orsee the Energy Gauge web site at wWw.fscc.ucf edujorinformationandalistofcertifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487.1824. Ea¢ra range® (Version: FLRCSB v3.2) i iLnomump-mr. STREET RIGHT! LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATINGAM CONDRIONING,R Job: GB-1T84 3.2a.o3 Weetlw. O wdo.AP, R, US Winter Design Conditions pAidIB 38 'F Inside'F70m32 Heating Summary CrMVorlarm0 joad 38EJ06 Bblt Infiltration MehWRZr quay affow AvWW, H 16661 16661 Air A (dm) 02 AO0 Heating Equipment Summary nde 1ROE Trade Odom HWWW HHWM WpA Hoe" factor Spam= Summer Design Conditions Otdsde db 93 'F in" SDimTD8OF DR* e TW 60 % eh Suc MOisb" diiferwm 43 9M Sensible Cooling Equipment Load Sizing shcus ver t W*Q 9W 3.0 OF n 8ffLw setts eq* bad 2l68 MATadaf Latent Cooling Equipment Load Sizing kyanal gars 1150 Bbh 1474 Toauvt egpbe 327b 5900 Btah bc*et OBD% St 3243 72t Cooling Equipment SummaryWe ' f ME Trade 7BifiPF bookIMEER NMI 0 Bbh 47' F 0 'F t Lifttax" T=M 7100Sphdrn cftna03' i ddhvBbih C *QalrIOwbcbxa045dnvBWLOW serlsbla heat rao ffi % eo/dlitolle valueshere been menuRlly ereMedon yyng j'ttSOft gM.Suit9 Residential"' 5.5.05 RSR26014 2ooB MaM12B to RiPage E 1Flf es%Dft dD rL2002% t79411T 94.eu VJ/ GJ/ CVVJ 1 ( • JJ LCL f11 R 'YV f OJ f 7CC0 IYU. JJCI Loot) I I i i RIGHT -I CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: Gb3-1784 s.2s.o3 109 COMMERCE B MEET. LAKE MARY, FL 32746 206 Ppenr: (40n 631-2666 Procedure A - Winter Infiltration HTM Calculation* F—1. vvmv AVF 222 cfm 0A0 ach x 160 ft' x 0.0167 2 Wfr w h foal 7819 Bih 1.1 x 222 cfm x 32 °F VYrderlD f: 3. wroer maadbn HTM wniowei 282 Bh>t V 7819 Bhh 1 298 " Procedure B - Summer Infiltration HTM Calculation 1. Starmer 6lffbb Am AVF X 0.0167 a 111 cfm 0,40 ach x Iw fta 2 SwTw t t oon load 1.1 x 111 cfm x 18 OF 9rrrr m = ' 3. Sumner it20b HTM Tow vk1jaw2199Bt<h / 298 and doorarea o 7.4Bhp Procedure C - Latent Infiltration Gain Q65 x43 9rAb roofs M. x 111 cfm = 3215 Procedure D - Equipment Sizing Loads 1. sotbbbe siaV bad 1S 1x* cfm vent X 18 °F SiM M • Serdle bad lbr s4r (Lire 19) jh 26990Bbb SLrn of ll datbn and Oucbe loads x sl b30 t1 2 L iterts wo load LBIBrt vettlaflon load x 43 gob mo cifi. >a 0. 68xirtafftj_50 cfm vent + 1474 Bhh 1150 Bhh x6P + 3275 Bhi1 1. 6b aft load fionl Ptooedum C811rd1 6900 900Bhh af* mertsWM load-IaUt OaroudfOn Cm* IT, a No. of Fiepbm is: 0 Boldlitaf+ e valuer Davv Dean manuaW 0—Fiddoe PrbWcv%W by ACW0 mertan mgAemenf6 of Maid J 7fh Ed Raldenfiol^' 6.8.06 RSR260 w14nghtsoft Rlpht4ula2003.Mn,` 2s 10:34:45 Page 1 I E:\ Flle3lormanon2002117041178e.Mr cw cc..c..v J... u n ... w i ..r... cca..r V ...n..cr VV L L RIGHT-,J WINDOW DATA DEL AIR HEATING,AIR CONDMONING,R Job: oB-1794 3.25.03 109 GOMMRAM STREET, LAKE MARY, FL 32746-6206 Phone: (40n 831-2666 W S D W G L S S O N A S H O V O V W H C H W N S AN D K Y 1 R A L O T H V G N R M R R W Z E M D G Z L O X T FOYlIJN/DIN a n se a c n 0 n 1 1 90 10 90 1.0 1.0 1.0 3.0 4.5 1.5 0 76.4 47A 4.5 32.8 0.0 0.0 a n se a c n 0 d 1 1 0 n 1 1 90 1.0 1.0 3.5 1.3 76A 4.0 0.0 a n 8e a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 23.0 0.0 a n no a c n KIT NOOK 0 d 1 1 90 1.0 1.0 1.0 50 39A 23.0 0.0 a n ne a c n FAM a n no a c n 0 d 1 1 90 1.0 90 1.0 1.0 10.0 1.0 1-0 6.0 6.8 39A 39A 16.0 40.0 0.0 0.0 b n rw a c n 0 d 1 1 MBR a n r1w a 0 n 0 d 1 1 90 1.0 1.0 7.0 6.0 39.4 16.0 0.0 0 d 1 1 90 1.0 8.5 0 6.8 394 400 00 b n re a c n METH n 0 d 1 1 90 1.0 1.0 1.0 4.0 474 13.0 2.0 a n sw a c BR2 0 d 1 1 90 1.0 1.0 1.0 6.0 41A 16.0 20 a n sw a c n BTH2 BR3 a n sw a c n 0 d 1 1 90 1.0 1.0 10 5.0 47A 16.0 2.0 UTIL wnghtSoft R1ght.Suite ResWendd` 5.5.00 RSR26014 2003-Mw-M 10:34:a3 Page 1 B3rHe5Tr"ormn2002117941170Mmu V )/ G'/ CYJYJ3 1 f : 3J UtL H 1 K -P 'M f 00 f 7GGtl NU. 3310 Vol3 I NTd WORKSHEET I DEL AIR HEATMGAIR CONDMONING,R b: rvs""sa s 2s.oa M T LAKc MARY, AM20G MOM: NwNttN.x rtEa Krr NOOK 2 to hdOV-dw0l ErerraM= 20Z5 is FOYLNJM 25.0 R 1&0 x gott 9p>t 150 x 9A it d 130 x 0.4 haotibol 6A NdbOd 9A R t ktibod 4 9 COrtdt Ct 93 h—d I TYPECF CST KM AM AM Lod Hlp Pae M) L,,ed 0 Nei lead f1) h116 da DFCGJE Na H C19 (R') Htg C4 fm I 10000 t 0 9 V1bldonield a 1C 1 w 64 2 0 yesadoda b aC 3 M 0 — a 0. f 0. " 7 AM1,48r+d Norh 2q —_ SdppW NEWS 0 0 ppO61p am 40aB 41 «.. 4 0 amm oHaR 8 Ct wdode 14 9 2E5 378 TA i 1 1 0aNctelb21864 0 00 0 0 0 oQ 10 rprr a 16D 1. 30M 400 931 b 0 0 0 M,1102d e t 11 R=m a M a ma 00 10 Q.,f mm b a PT ad 0 a oodepl tfdb d d11) f I 12 Id a6on B TM mm 119 S1t101314 8+8.+1'N12 10redEliClJlon 14 26261 15 Towkm 13+44 4 16 bi gBYs 1 0 0 ismtan 2a°a70 nSublotRSf16p sm 174 ipuetii+trii 1900 I 602 1A0 tAa AOPrhW tried WA= b nvmg so mqkwwb of Mamd J -MEd wr l+taO t RightSulte Rreidotylti P 5.5.06 RSR26014 2003-Mar25 1 age I a9rr1FucsxD* jorton20021179411794.rw VJ GJ LVVJ 1 1 • JJ VV !l 1\ 1V 1 VJ 1 JLLV I lV JV gGj4Tq WORKSHEET d/eOuse Job:OB-1794 325.03 DEL AIR HEATING)UR CONDMONING,R 109 COMMS LAXE M nP: 407 S MkNU4Ld7hfi9L FAM MBi Mali 10S R 1051t 2 lAV4f8PoeWVM ISO x I" R 174 x 20.0 Q 20.0 A PAft Iflellnd n Rmmd,wvb4 OOn optn 8.4 t kml 84 tsatboot ik laOdW h1 Low p9 Am p9 Ataa lmd ltp R'1 14 00 AM ft') a0 Boos pIQ p9 ( Am iti°1RE 603W b 13G eaa,d d a o ._ ».. f 0. 0. 18 lzal g vVtm+icard a iC 37 ... 1 148 0 . 1 w 2 ..rr 4 711 VWdX&g d 2 " 2E31 0 «.. Qppa NEWW r;w 0 .... 11 "" 14 "" 0 wp p p 0 Q Ohwdll" 6 i1D 9 0 p 0 b 11A 1 1 0 0 g d e 4 21 7 93J dig ffi 9B1 17 0p11B01 0 Q0vattedt0 Pie 11 Qw-- mom b O O d 0 0 I T 0 0 7 teffi413 341 12 trtl Atlon a bw*#& glt1*12 G, 6631610rw 109 191 •••• 109 lid 15 T°blbes=13N4 ^" 5M "" —9MW... 1a ldg*z Pemba w 9M 1 9lAe M 12 0 4 1T9,'-T LM R 1 m 19 Tdid I K1TM8iP r. 401 m V 1A0 20 00 AkM** W INN tm 2T1 plicW oMM d AOCAb n wd el cf Manual J 7b Ed wr o"VS= t R19htSufte Ree9deNldTM 5.5.06 RSM6014 2003- MaI4510 UA Pago 2 I EAMj*$\DMoftn200A17g4\IT94.fv CJJ GJi ewvz, 1 ! : JJ LGL H 1 K y 4w r= rveeb NU..S.Sb LOW 15 IGj T WORKSHEET tire OUSB Job: GB-1794 3M.03DELAIRHEATING,AIR CONDITIONING,R i 0 MMFft= STRW-AK FL 327444200 1-2665 is NVWuaL27h Ed G" M ll11L 1 NPF"M o- 0.0 ft 2d0 ft 2 LvOdPWOMCM mosedvral ft11.0 ft BA ft ft Ulb 6.0 x 4 C &* pYlaCOO &0 1hBettlod 9. 4405 I+edlmd 8A8 AIM LWOP" R17 C10 AM AIW a9 8070s ie NOQ Hlg C19 ari ffy 09 (ft'1 f g sdoors b 8C 37 FMaing e sc . y = f 0 7 VVemeeard „ 0 dmdoas 0nEOWSESV 9ard1 "" 00. 0Hoza 8 o0v o 0 17D b 11A 1 1 0C 9 Na 0 1 1 b to 11 v+rlhsrd 0 0 0 PW— d 0 f 0 0 10 Oe&W a 16D 1. 112 is 3]1 178 b 0 0 0 0 0d 0 0 0f 11 Floors A 21A 0 0 0 Qda roon D 0 d 0 Q 0 0 0foramf0 0i 12h7ldorr A 7 0 116 13 S1fA01Bl biGB+e-+lt+t2 112 „ .•• "" lntsimft 15 Tddloas l9+'14 L r 14Si 1 pip_ T7 SLwRSHg•*7 6 c Ilmaerd•rlel000fg " LOittdrefar .. 0 15 14i Is w 162 171 m " 1 1m Af1o4 Q11 PdrWCMVWbVACCAto mental of MmA J 7b 6ci wArygF1lfsoft Rt9ht-Suite RalderWPage st- S.s.06 RSR26014 2003 MaF2b 10,3 6: 1Flls•\ D*iorton200211794\1764.rut UJ, CJ, emrj') 1 r : OD LCL H I R -P 4U r CD r 7000 NU. JJIO Loulb I li m L LIVING 1794 SO. FT. GARAGE 374 SO. FT. ENTRY 16 SO. FT. LANAI 93 SO. FT. TOTAL 2275 SQ, FT. 4' both duet to root top _ w/ton-Ilphl T both duct to roof cop w/fan to Q Q O O4- m x YOY20 rog PM test! Ivcd0220 bath roof C 10.61.0 4 dryer c to root ec roq ` I 6 loved f Must have a minimum ciearcnce of 4 inches around the air handler per the State Energy cods All duct has t ctJ GJ GVVJ 1 1 • JJ LCL M 1 M 17 "U f 00 ! 7GGC NO.330 D017 AM is" No I as 0 FLOOR PLAN 8 insulation value. Of 0 0 LC) N 7 O to W Rating c ; m J C C M1C MiTek' MiTek Industries Inc. 1*5 Not Ouler forty he, Sub 100 Chesterfield, MO 63011 USA March 14, 2003 The tn;ss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4593548 thru I4593561. Total : 14 drawings. Job :DR] 794B Builder : D.R. HORTON Location : STANDARD MODEL 1794, ELEVATION B /LoT- Sv 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: Junaidie Budiman, PE 1) 14 Truss drawing. 2) Truss Index. March 14, 2003 The seal on these drawings indicate acceptance of professionalengineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1794B Trusses included=14 0,"lDR1794B\a.tre" 14593548 1,"\DR1794B\a1.tre" 14593549 2,"\DR1794B\ag1Are" 14593550 3,"\DR1794B\ag2Are" 14593551 4,"\DR1794B\as1 Are" 1 4593552 5,"\DR1794B\as2.tre" 14593553 6,"\DR1794B\b.tre" 14593554 7,"\DR1794B\bg.tre" 14593555 8,"\DR1794B\cAre" 14593556 9,"\DR1794B\cg.tre" 14593557 10,"\DR1794B\d3.tre" 14593558 11,"\DR1794B\ 3.tre" 1 4593559 12,"\DR1794B\m.tre" 14593560 13,"\DR1794B\s.tre" 14593561 tE 110 No. 4.5161 STATE OF r March 14, 2003 Aw.utmm - veft design parameters and R&w 1lrora8 ON nus Am RavaRse siDa BamRs use. Design valid for use only with Wait connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. ApplicabBRy of design parameters and proper Incorporation of component is iesponsib@ty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality conhol, storage, delivery, erection and bracing, consu" CST-88 Quality Standard, DSI.89 gracing Specification, and HII.91 Handling Installing and Bracing Recommendation ovollable from Truss Plate Institute, 583 D'Ononlo Drive, Madison, Wl53719. lYlli MiTeke Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachac other. J50 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - ¢jointr ` ; X and embed fully, Avoid knots and wane plates I/8" from outside edge of o a at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chords lacesP at /4 length(+ 6" fromC, C panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised in handling, M PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. cite FORM018, 019 ID NMRO,AZR ® Job truss' ty y 14593548 DR1794B A ROOF TRUSS 22 1 Job Reference (optional) s Feb is 2003 Mi- -ek Industries, Inc. Wed Mar age 6-2-5 11-70-3 17-6-0 I 23.1-13 28-I}11 l 35-0-011-04 I 6-25 5-7-13 5.7-13 5.7-13 5.7-13 (1-25 1.0.0 Scale = 1:61.9 4x6 = 5 6.00 Fl2 3x4 i 3x4 4 8 Sx8 i 5x6 3 7 2 8 n 9 3x6 — 14 13 12 11 10 3x6 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 9-0-4 17-6-0 25.11-12 35-0-0 9-0.4 8-512 8512 9-0.4 Plate offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) -0.16 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.67 Vert(TL) -0.36 12-14 >999 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.10 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 181 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 3-6-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2=1717/0-8-0, 8 =1717/0-8-0 Max Horz 2=-203(load case 5) Max Uplift2 = -709(load case 4), 8=-709(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-2781, 3-4=-2500, 4-5=-1762, 5-6=-1762, 6-7=-2500, 7-8=-2781, 8-9=17 BOT CHORD 2-14=2452, 13-14=2045, 12-13=2045, 11-12=2045, 10-11 =2045, 8-10=2452 WEBS 3-14=-317, 4-14=446, 4-12=-681, 5-12=1158, 6-12=-681, 6-10=446, 7-10=-317 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 21 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 709 lb uplift at joint 2 and 709 lb uplift at joint 8. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASEIS) Standard Junaidie Budiman, Lic. #4 511 i 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cen.#6634 A WARNINO - Ver(& design paranwtersr and READ NOTES ON TJM AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and boded vertboM• 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 ovetall structure Is the tesponsibplty of the building designer. For general guidance tegaidUp labtbatbn, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendatlon available from Truss Plate Institute, 583 D'Onohb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1 3i. * 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 XplatesI/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 plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-NallJolnt/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTek® Z'IL'o AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 IDR1794B IA1 IROOF TRUSS I1 I1 I 14593549 1- 0-9 5.8.8 I 10-10-8 ( 16-0.8 I 18-11-8 ( 24-1.8 ( 29-3.8 35-0-0 38-0.0 5. 8-8 5.2-0 5.2-0 2-11-0 5-2-0 5-2-0 5.8.8 1.0.0 Scale: 3116'=1' 4x6 = 4x8 = 5 6 US — 16 15 14 13 12 11 3x6 3x4 = 30 = 3x8 = 3x4 = 3x4 = 3x4 = 8- 3.8 16-0-8 la-11-8 26-8A 350.0 8- 3-8 7.9-02-11-0 7-9-08-3-8 Plate Offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) 0.15 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.64 Vert(TL) 0.32 11-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.10 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 199 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2 = 1717/0-8-0, 9=1717/0-8-0 Max Harz 2 = 188(load case 4) Max Uplift2 = -698(load case 4), 9=-698(load case 5) BRACING TOP CHORD Sheathed or 3-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-8 oc bracing. WEBS 1 Row at midpt 6-14 FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-2821, 3-4=-2569, 4-5=-1896, 5-6=-1705, 6-7=-1896, 7-8=-2569, 8-9=-2821, 9-10=17 BOT CHORD 2-16=2484, 15-16=2128, 14-15=2128, 13-14=1705, 12-13=2128, 11-12=2128, 9-11 =2484 WEBS 3-16=-274, 4-16=398, 4-14=-621, 5-14=551, 6-14=0, 6-13=551, 7-13=-621, 7-11 =398, 8-11 =-274 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 698 lb uplift at joint 2 and 698 lb uplift at joint 9. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 MiTek Industies, Inc. 14515 North Outer Forty D Suite 300 Chesterfield, MO, 63017 Cert. A6634 A WARNING - Verj jy design pasasneten and READ NOTES ON THIS AND REVERSE SIDE BERORE USE. Design valid for use only with Mffek connector. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lotefol support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslblllfy of the erector. Additional permanent bracing of the overall structure is the responslbBlty of the building designer. r-orgeneral guidance regarding tobdcation, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, 0SB-89 Bracing Specification, and HIB-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 593 D'Onoeb DrNe, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 10, 1'/. *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.. TOP CHORDS 2. Cut members to bear tightly against each other. J5WEBSa:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ; ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of O d at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chords licesP I14at panel length(+ 6" from adjacent joint.) u C, U. BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MfTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 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. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, M PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 NMRMAIR@ I Job russ Truss ype ty y 94 5 ELEV. 14593550 DR17948 AG1 ROOF TRUSS 1 1 Job Reference to tionaq sFebi e n ustries, nc. a Mar age 0-0" 734 14.0-8 20.11-8 27-8-8 35-0-0I1 1a-0 7-3.8 6.9-0 6.11-0 6.9-0 738 1-0-0 Scale = 1:61.4 4x8 = 8.00 F12 4x6 = 4 5 LC Sx8 i 5x8 3 6 A r 2 7 1 8IM 3x4 i 14 13 72 11 10 9 3x4 \ Sx6 = 5x8 = 7-3-8 14.0-8 18-8-0 20-11-8 27-8.6 3500 7-3-6 6-9-0 4-7-8 23.8 6.9-0 7-3.8 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.08 2-14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.13 2-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.02 10 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 246 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-10 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 857/0-8-0, 10 = 2081 /5-4-0, 7 = 444/0-8-0, 12=102/5-4-0, 11 =-50/5-4-0 Max Horz 2 =168(load case 4) Max Uplift2=-40611oad case 4, 10=-683(load case 4), 7=-282(Ioad case 5), 12=-7(load case 4), 11=-57(load case 6) Max Grav 2 = 913(load case 6), 10 = 2081(load case 1), 7 = 542(load case 7), 12=106(load case 6), 11 = 5(1oad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-1131, 3-4=-377, 4-5=553, 5-6=726, 6-7=-248, 7-8=35 BOT CHORD 2-14=901, 13-14=897, 12-13=245, 11-12=245, 10-11 =245, 9-10=117, 7-9=121 WEBS 3-14=185, 3-13=-753, 4-13=437, 4-10=-1140, 5-10=-774, 6-10=-767, 6-9=179 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h = 18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 M1120 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 lb uplift at joint 2, 683 lb uplift at joint 10, 282 lb uplift at joint 7, 7 Ib uplift at joint 12 and 57 lb uplift at joint 11. 8) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.//6634 WARNING - Ver{N design pammrten and RLAD NOTES ON JWS AND REVERSE SIDE BEMRS USE. Design valid for use only with MiTek connectors. Thb design It based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. ApplIcablilty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown b for Welal support of individual web members only. Additional temporary bracing to Insure dabplty during condiucflon Is the responslblllty of the erector. Additional permanent busting of the overall structure Is the responsibility of the building designer. For general guidance regarding fobrication, quality control, storage, delivery, erection and bracing, consu8 OST-88 Duality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Inse InitiallingandBracingRecommndallonavaeobie from Truss Plate Institute, 583 D'Onofrlo Drive, 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 Q 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. M PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 AI MRO,AW Job russ Truss ype ty y 1794 B ELEV. 14593551 DR1794B AG2 ROOF TRUSS 1 1 Job Reference (o tional) sFebI e n ustnes, nc. a Mar age 1-0.9 e-2-5 11-1013 1 17-6-0 23-1-13 28-9-11 35-0-0 36-0-01 ( 1-0.0 6.2-5 5.7-13 5.7-13 5-7-13 5.7-13 6-2-5 Scale = 1:61.9 06 = 5 6.00 12 30 i 30 4 6 5x6 i 5x6 3 7 2 8 1 9I d 30 = 14 13 12 11 10 30 = 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 8-8-0 17-" 26.4-0 35-0-0 8.8.0 8-10.0 8.10-0 8-" Plate Uttsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.47 Vert(LL) -0.14 8-10 >720 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.57 Vert(TL) -0.24 12-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.03 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 272 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 4-4-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6.10 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1253/0-8-0, 1 0= 1914/0-8-0, 8=268/0-8-0 Max Horz 2=-203(load case 5) Max Uplift 2 = -546(load case 4), 10=-800(load case 5), 8=-292(load case 5) Max Grav 2=1253(load case 1), 10=1914(load case 1), 8=382(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =17, 2-3=-1804, 3-4 =-1538, 4-5 =-748, 5-6 = -748, 6-7 = 560, 7-8 = 282, 8-9 =17 BOT CHORD 2-14=1590, 13-14=1144, 12-13=1144, 11-12=263, 10-11=263, 8-10=-249 WEBS 3-14=-339, 4-14=492, 4-12=-691, 5-12=250, 6-12=589, 6-10=-1625, 7-10=-399 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; porch right exposed;Lumber DOL= 1.33 plate gripDOL=1.33. 3) All plates are 2x4 M1120 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 546 lb uplift at joint 2, 800 lbupliftatjoint10and292lbupliftatjoint8. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 511 i1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. t16634 AIVARMNO - Vert& design parameter and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. this design IS based only upon parameters thrown, and b for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component IS responslblllfy, of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the iesponsibillty of the building designer. For general guidance regarding fobrlaollan, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard. OSS-89 Bracing Spectfleatlon, and HIB-91 MiTek® Handling installing and Bracing Recommendation available from truss Rate Institute, 583 D'Onoela Drive, Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property fie J2 J3 J4 TOP CHORDS owner and all other interested parties.. C: 7C 2. Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o U , a: joint and embed fully. Avoid knots and wane plates/a" from outside edge of a o at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords IlcesPatI/4 length(+ 6" fromcec, u panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. 9 FORM018,019 MiTeko 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. Boftom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply STANDARD 1794 B ELEV. 14593552 DR1794B AS1 ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Fri Mar 14 14:17:24 2003 Page 1 l • -2$-0 I 5,1-11 9.11-13 14-10.0 I 17-4-0 24.6.12 I 32.4-0 r 2-8-0 5.1-11 4-10-3 4-103 2.6-0 7-2-12 7-94 1.0-0 Scab • 1:59.4 44 0.00 12 5 3M 1002 r 8 4 36 %N 54 7 3 5A G 2 ta12 5 = d 1 ' q 13 9 la3x45021 11 10 3 6 6.00 12 5A = 2.411 2-8-0 7-9-12 154-0 17-4-0 24-6-12 32.4-0 2.1-0 7.9-12 7-6-4 2-0.0 7-2-12 7-9-4 Plate Offsets Y : 2:0-0-13 0-1-9 2:0-7-15 0-0-4 :03-003-011:0-6-0 0-2-8 LOADING(psf) SPACING 2-" CSI DEFL in floc) Vdefl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.91 Vert(LL) -0.44 2-13 >944 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.93 Vert(TL) -0.73 2-13 >568 BCLL 0. 0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.33 8 n/a BCDL 10. 0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except* TOP CHORD Sheathed or 2-2-10 oc purlins. 1-4 2 X 8 SYP SS BOT CHORD Rigid ceiling directly applied or 5-04 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 8=1719/0-8-0, 1=161210-8-0 MaxHorz 1=-214(load case 5) Max Uplift8=-712(load case 5), 1=-628(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-610, 23=-3896, 3-4=3348, 4-5=-2062, 5-6=-2118, 6-7=-2176, 7-8=-2948, 8-9=35 BOT CHORD 2-13=3694, 12-13=2473, 11-12=2036, 10-11=2501, 8-10=2505 WEBS 3-13=-1106, 4- 12=-1015, 5-12=1602, 6-12=79, 6-11=-431, 7-11=-766, 7-10=182, 4-13=1038 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 712 lb uplift at joint 8 and 628 lb uplift at joint 1. 5) THIS TRUSS DESIGNCONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#4511il MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MC, 63017 Cert. A6634 A WARNING - Veft design parameters and READ NOTES ON T67S AND REPERSE SIDE BEFORE USE- Designvalid for use only with MITek connectors. This design h based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbeing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult OSI.88 Quality Standard, OSS-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing RecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. 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. 0 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. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 001, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko FORM018.01 V dA.1L - .@ HYDRO -AIR AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. i Job Truss Truss Type Oty Ply STANDARD 1794 B ELEV. 14593553 DR1794B AS2 ROOFTRUSS 5 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Fri Mar 14 14:18:09 2003 Page 1 11-11-13 I 14-100 I 17-4-0 24$12 32.4-0I i 241-0 51-11 4-10-3 4-10.3 2.6.0 7-2-12 7-94 1-0-0 Scale - 1:60.4 41 _ 6. OD F12 5 3.4 c 10.12 0 6 4 34 \ 7x J 3 5.6 2 Ore 4 14 6 1 9 30 5.12 12 11 10 3.4 = e.00 12 5.5 = 2.411 35-0-0 3A It 2-a-0 7-9-12 15-4-0 17.4-0 24-" 248.112 32.4-0I 2.8.0 7-9.12 78d 2-0-0 6.8-0 0812 7-9-4 Plate Offsets X Y : 2:0.0-12 0-1-8 2:0-7-7 0-0-07:0-4-0 0-3-4 12:0-" 0-2-8 LOADING ( psf) SPACING 2-M CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) 0.25 2-14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.42 2-14 >735 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.16 11 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udell = 360 Weight: 210 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except* TOP CHORD Sheathed or 45-0 oc purlins. 1- 4 2 X 8 SYP SS BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 1 Row at midpt 6-12 WEBS 2 X 4 SYP No.3 REACTIONS ( Ib/size) 8=-94/0-8-0, 1=1028/0-8-0, 11=2397/0-8-0 Max Horz 1=-214(load case 5) Max Uplift8=-380(load case 6), 1=-411(load case 4). 11=-999(load case 4) Max Grav8=226(load case 7), 1=1028(load case 1), 11=2397(load case 1) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=386, 23=-2154, 3-0=-1694, 45=-012, 5-0=-590, 6-7=-467, 7-8=1185, 8-9=34 BOT CHORD 2-14=2039, 13-14=1092, 12-13=325, 11-12=-1413, 10-11=-922, 8-10=-920 WEBS 3-14=-845, 4-13=-881, 5-13=251, 6-13=623, 6-12=-1033, 7-12=1958, 7-10=110, 4-14=828, 7-11=-2351 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.OpsF, occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed: porch right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 1 considers parallel to grain value using ANSI/fPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding380 lb uplift at joint 8, 411 lb uplift at joint 1 and 999 lb uplift at joint 11. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.t/451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. # 6634 A WARMNO - VerM design parameters and RFAD NOTES ON TKTS AND REMRS6 BIDE BXMRL USE. Design valid tot use only with MRek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be installed and loaded vertically. ApplicabBlty of design parameters and proper Incorporation of component is iesponsibillty of building designer - not truss designer. Bracing drown 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 responsibNty of the building designer. For general guidance regarding tobrlaatlan, quality control, storage, delivery, election and bracing, consuff OST-68 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® HandlinginstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onof o Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachuother. o J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oQw ; Z joint and embed fully. Avoid knots and wane plates /e" from outside edge of o_ d' at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords licesPoatI/4 length(* 6" fromCapanel 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 LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4000 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM loll erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 f=RO,AfR Job Fruss I russ I ype ty y 14593554 DR1794B B ROOF TRUSS 2 1 Job Reference to tionaq sFebI e n ustnes, FI aMar age 51-4 9-8-0 I 14-2-12 I 18-11-0 Ii 1-" 51.4 4-6-12 4.6-12 441-4 Scale = 1:35.24x6 = 4 6.00F12 2x4 -Z, 20 4 3 5 8 t 2 1 3x4 = 7 3x4 = 5x8 = 3x8 11 9.8.0 18-11-0 9.8-0 9.3-0 Plate Offsets e , 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) -0.04 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.50 Vert(TL) -0.20 2-7 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 84 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-7.12 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 868/0-3-0, 2 = 971 /0-8-0 Max Horz 2 = 133(Ioad case 4) Max Uplift6=-336(load case 5), 2=-419(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1262, 3-4=-919, 4-5=-919, 5-6=-1238 BOT CHORD 2-7 = 1109, 6-7 = 1076 WEBS 3-7=-325, 4-7=472, 5-7=-288 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category It; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 336 lb uplift at joint 6 and 419 lb uplift at joint 2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 5 11 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWARNINO - VerW design paranseten and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. this design Is based only upon parameters shown, and Is for an individual bul ding component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responslbWty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quallty control, storage, delivery. eiecflon and bracing, consull OST-88 Quality Standard, OSS-89 Bracing Speclf eatlon, and NIB-91 MiTek® Handling Installlnq and Bracing Recommendation availfrb ablefromTrussPlateInstitute. $63 D'OnoDrive. Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'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, propertysecurelyseat. B J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachuaother. JSoWEBSa:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i ; ; Q joint and embed fully. Avoid knots and wane plates from outside edge of o_ d y at joint locations. truss andd vertical web. a o 4. Unless otherwise noted, locate chordsplices at I14 length(+ 6" from c° C, panel 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 refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and Miiek/ Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility PtYof truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of 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 MiTek® engineer. 15. Care should be exercised in handling, PANEL • M erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM01B4O19 HMRO,AIR0 ` Job russ russ ype ty y DR1794B BG ROOF TRUSS 1 1 Job Reference fop-- 14593555 tionap I IM STOO s Feb 19 2003 MiTekIndustries, Inc. Wed Mar age 1-0-0 438 8-0-8 I 1138 ) 15-0-8 19.4-0 2'i1 1-0-0 438 3-9-0 330 3-" 4-3.8 1-0.0 Scale = 1:35.6 4x8 = 2x4 II 4x8 = 4 2x4 II 5 2.4 II 2xo4 11 24 11x 8.0012 2x4II 224 i 2x4 IIx4 3 r4a II x 7 2 ai1Ig 2x411 2x4 II22x4112x4 11 2x4 11 0 9 34= 3x4 = 3x8 = Sx8 = 8- 0-8 11-3-8 19-0-0 18-0-8 33-0 8-0-8 PlateOffsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) -0.04 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.12 7-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.03 7 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Well = 360 Weight: 123 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 5-5-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-0-13 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 981 /0-8-0, 7 = 981 /0-8-0 Max Horz 2=- 106(load case 5) Max Uplift 2 = - 408(load case 4), 7=-408(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2=17, 2-3=-1359, 3-4=-1085, 4-5=-977, 5-6=-1085, 6-7=-1359, 7-8=17 BOT CHORD 2- 10=1189, 9-10=977, 7-9=1189 WEBS 3-10=- 247, 4-10=222, 5-10=0, 5-9=222, 6-9=-247 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 408 lb uplift at joint 2 and 408 lb uplift at joint 7. 7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.# 451 10 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, Mil, 63017 Cert.#6634 A& WARNING - VerW design parc~ten and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MlTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component 10 be Installed and loaded vertically. Applicability of desgn parameten and proper Incorporation of component If responslbll8y of buliding designer - not truss designer. Rioting shown Is for lateral support of individual web members only. Additional temporary broclng to Insure stability during construction Is the responslblllly of the erector. Additional permanent bracing of the overall structure Is, the responslbitly of the building designer. For general guidance regarding fobrlealbn, quality control, storage, delivery, erection and bracing, consull CST-88 Quality Standard, DS11-89 Bracing Specification, and HIB-91 MiTek® Handllno Installlnq andBracingRecommendatlonavoRablehomPussPlateinstitute, 583 D'Onof to Drlve, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 01 rl-t'ia * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS c2 73 to Er WEBS JS 0 0 k; 3 , O 0. O ca cr u O BOTTOM CHORDS Jt 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 401 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke TM PANEL CLIP FORM018,019 a wa uu ® N 0R0.A1p@ 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 I/4 panel length(+ 6"from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ russ ype ty y ANDAR 1794 8 ELEV. 14593556 DR1794B C ROOF TRUSS 2 1 Job Reference (o tional) s P.r e n ustrres, nc. a Mar age 5.5.0 1130 12-3-0 SS-0 5.10-0 1-0-0 Scale - 1:21.e4x6 = 2 6.00 12 1 3 4 fg axe II 5 3x4 = 2x4 II 30 = 5-5-0 I 11-3-0 5.5-0 5.10-0 Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) -0.01 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(TL) -0.03 3-5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 3 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS (lb/size) 1 = 507/0-3-0, 3 = 61 1 /0-8-0 Max Harz 1=-93(load case 5) Max Uplift =-195(load case 4), 3=-279(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-530, 2-3=-526, 3-4=17 BOT CHORD 1-5=463, 3-5=463 WEBS 2-5 =108 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; panially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 1 and 279 lb uplift at joint 3. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 511 i1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.N6634 A WARMNO - VerUk design and READ NOTES ONTWS AND REVERSE SIDE BLPORE USE. pasanseters Design valid for use only with Mffek connectors. this design Is based only upon parameter shown, and Is for an Individual building component to be Installed and loaded vertically. App6cobBlty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bAicing of the overall structure h the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, 038-69 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendallonavollable from Truss Plate Institute, 893 D'Onohio Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'i. *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.. TOP CHORDS 73 2. Cut members to bear tightly against eachc7 other. 0 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 I/a"from outside edge of U o_ a ti V at joint locations. truss and vertical web. 0 a o 4. Unless otherwise noted, locate chordsplices I/ 4 atpanel length(+ 6" from adjacent joint.) CeC, C6 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 refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension Is the width 4 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, 401, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised In handling, PANEL j~ erection and installation of trusses. 1993 Mitek Holdings, Inc. ' CLIP FORM018, 019 oava-nwa ® HMRO,AIR Job russ russ ype ty y 14593557 DR1794B CG ROOF TRUSS 1 1 Job Reference to tional) sFebr e s, n ustrienc. a Mar age 1- 0.0 1 5-10.0 1148-0 12-8-0 1- 0-05-10-0 5.10-0 1-0.0 Scale = 1:22.6 4x6 = 3 20 II 2x4 II 6. 00 12 2x4 11 2x4 II 4 2 Li U 5 IT 2x4 11 2x4 11 6 2x4 11 2x4 11 3x4 = 2x4 II 3x4 = 5- 10-0 i 5. 10-0 5.10-0 Plate Offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) -0.01 6 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.20 Vert(TL) -0.03 4-6 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1 st LC ILL Min I/defl = 360 Weight: 52 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2 = 620/0-8-0, 4 = 620/0-8-0 Max Horz 2=83(load case 4) Max Uplift 2 = -282(load case 4), 4=-282(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-546, 3-4=-546, 4-5=17 BOT CHORD 2-6=481, 4-6=481 WEBS 3-6=110 NOTES ( 6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 282 lb uplift at joint 2 and 282 lb uplift at joint 4. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.k451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. 86634 WA% VWO - Vir(& d@nign pananwters and READ NOTES ON TMS ANDREVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Inslalled and boded vertically. Applicability of design parameters and proper Ineorporatbn of component Is respomlbillty of building designer - not truss designer. Bracing shown b for lateral support of Individual web member only. Addltbnat temporary brocing to Insure stability during construction b the responslbillty of the erector. Additional permanent "cing of the overall structure b the iesponslblUty of the building designer. For general guidance regarding lobrkatbn, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® HandlingIrestallinaandBracingRecommendationovlearnableIroTrussPlateinstitute, 593 D'Ononb Drive, Madison, WI $3719. 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 Q 0 For 4 x 2 orientation, locate v plates 1/8" from outside edge of a0trussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080•N BEARING Indicates location of joints at which bearings (supports) occur. UV23 Mi! MiTek® FORM018,019 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL ' M CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss ype ty y 14593558 DR17948 D3 ROOF TRUSS 1 1 Job Reference to tionaq s e r e n ustrres, nc. a Mar age 1-0-0 1 3-0-0 l 341-0 6-6-0 7-8-0 I 1-0-0 3-0-0 0.8.0 3-0-0 1-0-0 Scale = 1:15.2 4x6 = axe = 3 4 6.00 12 5 2 2x4 = 2x4 11 2X4 = 8 7 2x4 11 3x8 II 3x8 II D48-0 3-0-0 3-8-0 6-0-0 6.8.0 0.8.0 2-4-0 0.8.0 2-4-0 0.8-0 Plate Offsets e , e , LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.23 Vert(LL) 0.00 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) 0.01 6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 33 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 6 SYP No.2ND, Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2 = 458/0-8-0, 5 = 458/0-8-0 Max Harz 2=-5511oad case 51 Max Uplift 2=-242(load case 4), 5=-242(1oad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-471, 3-4=-369, 4-5=-471, 5-6=35 BOT CHORD 2-8 = 360, 7-8 = 369, 5-7 = 360 WEBS 3-8=95, 4-7=95 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242 lb uplift at joint 2 and 242 lb uplift at joint 5. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 5. 6) Girder carries hip end with 3-0-0 end setback 7) Special hangerls) or connection(s) required to support concentrated load(s) 70.51b down and 44.91b up at 3-8-0, and 70.51b down and 44.91b up at 3-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 8) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3 =-74.0, 3-4=-80.2, 4-6=-74.0, 2-8 =-20.0, 7-8=-21.7, 5-7 =-20.0 Concentrated Loads (lb) Vert: 8=-70.5 7=-70.5 Junaidie Budiman, Lic. #4 511 i 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.J/6634 A WARNING - Virj y design panamsters and READ NOTES ON TRI3 AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. this design Is based only upon parameters shown, and Is for an IndMdual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure dobNly during construction Is the responslbBlly of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSS-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendationovallabb bfromTrussPlateInstitute, 383 D'OnohDrive, Madison, WI53719. 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. 0 Q 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. 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 FA RTH EST 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 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM018.019 WISC/DILHR 870040-N, 930013-N, 910080-N AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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 ©1993 Mitek Holdings, Inc. ' CLIP r Job russ Truss Type ty y ANDAR 1794 8 ELEV. 14593559 DR1794B J3 : JROOF TRUSS 2 1 Job Reference to tional) sFebt o n ustrtes, nc.vvea mar age 1.0-0 3-0-0 Scale = 1:10.3 8.00 12 2 1 4 2x4 — 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 = 69/Mechanical, 2 = 254/0-8-0, 4 = 26/Mechanical Max Horz 2 =103(load case 5) Max Uplift3=-91(load case 5), 2=-118(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-62 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 118 Ib uplift at joint 2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 511 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.A6634 wARMNO - veft design parameters and READ NOTES ON TMS AND REVERs6 SIDE BEmR6 U36. Design valid tot use only with MITek connectors. this design Is based only upon parameter shown, and Is lot on individual building component to be Installed and boded vertically. Applicability of design parameter and proper Incotporatbn of component Is responsiblity of bupoing deslgnet - not truss designer. Bracing shown Is tot btetal support of Individual web members only. AddBbnal tempotary, bracing to Insure stability during construction Is the responsibility of the etector. Additional petmonent bfbcing of the ovetall structure Is the responsibility of the building designer. For general guidance tegaiding tabtbatbn, quality control. stotage, delivery, election and bracing, consull OST-88 Quality Standard. OSS-ap Bracing Specification, and HIB-91 MiTek® ete Institute, Sa3 D'Onottb Dtive, Madison, WI53719. Handling Installlnq and Bracing Recommendation available from Plat 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 a"4 O For 4 x 2 orientation, locate plates IA" from outside edge of a0trussandverticalweb. H This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 18 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension Is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA iCB 17.08 Indicates location of required 40:1, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 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. 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 stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO -AIR I r Job rus Truss Type ty y 1794 B FLFV. 14593560 DR1794B M ROOF TRUSS 4 1 Job Reference (o al) s e t o n ustries, nc. a Mar age 3 1-0.0 1-0-0 1-0.0 Scale = 1:5.9 6.00 12 2 4 1-0-o 2x4 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL1 -0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = - 1 7/Mechanical, 2=179/0-8-0, 4 = 9/Mechanical Max Harz 2 = 55(load case 4) Max Uplift3 = -23(load case 5), 2=-119(load case 4) Max Grav 3=28(load case 4), 2=179(load case 1), 4=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-43 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category It; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 21 Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 3 and 119 lb uplift at joint 2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 511 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, Mil, 63017 Cert.#6634 A WARA7NO - Ver(& design parameters and READ NOTES ONTHIS AND RBVERSB SIDE BffPORE USE. Design valid for use only with Mlfek connectors. This design b based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. ApplIcabtllty of design parameters and proper Incorporation of component b responsibility of building designer - not truss designer. Bracing shown If for lateral support of Individual web members only. Additional temporary bracing to Insure stablOty during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure b the iesponslbRRy of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation ovaUR ablefromTrussateInstitute, 583 D'Onof to Drive. Madison, Wl53719. 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 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 plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-NallJolnt/Plate Placement Chart. FA RTH EST 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 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke O FORM018,019 "^ ® HYDRO -AIR® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each cc joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job rus Truss Type ty y 1794 B ELEV. 14593561 DR1794B S ROOF TRUSS 2 1 Job Reference (o tional) s e 1 eIndustries, n12 a Mar age 150 i 4-2-15 1-5-0 4-2-15 le = 1:10.2 4.24 F12 0 2 5 1 2x4 = 4 0-11-5 3xa r, 4-2-15 0-11-5 3-3.10 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.06 1 >380 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2 X 6 SYP No.2ND REACTIONS (lb/size) 3=75/Mechanical, 2=213/0-11-5, 4=28/Mechanical Max Horz 2 = 55(load case 3) Max Uplift3 = -79(load case 5), 2=-99(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-5 = 29, 2-5 = 29, 2-3 =-32 BOT CHORD 2-4=0 NOTES (5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 99 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-5 = -74.0 Trapezoidal Loads (plf) Vert: 5=-0.0-to-3=48.5, 2=-1.7-to-4=-21.2 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. N6634 A WARNLNG - Verft design parameters and READ NDTES ON THIS AND REVERSE EWE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameter drown, 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 fa lateral support of Individual web members only. Additional temporary bracing to Insure stabmty, during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, qua0ty control, storage, dellverir, erection and bracing, consult OST-60 Quality Standard, DSB-BO Bracing Specification, and HIB-ill Handling Installing and Bracing Recommendation ovaBable from Truss Plate institute, $63 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1 4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. n4 x 2 orientation, locate tes 1 /a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c WEBSa: o_ o O a ' UO a ce c? u BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® nELTMFORM016,01V HMRO,AZR ® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /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. 4 . n 1 a rl I r I c;: ALL BEARING WALLS TO BE PLACED J, L HUS26 VI C TI C E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS I PRIOR TO SETi1NG TRUSSES.. 10 L HGUS26-2 ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/ WALLS SHOWN ARE TO BE BEARING.. Il SPC.HGR SIGNED APPROVAL-X - 1 L-—--—--—--— r------ JOB NUMBER: DR1794B DATE: 3-12-03 PITCH: LOAD:SHINGLES C C U SPAN CUSTOMER: DR HORTON ABRG: H: 12"CS\ ao7-321-74ao BY: T.H JOB NAME: STANDARD 1794 B ELEV. BLOCK rPLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 50, BAKERS CROSSING PHASE 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1 " - 30' GRAPHIC SCALE 22225 0 15 30 BUILDING SETBACKS MLW 50' FRON T: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON BELGIAN WAY PI I n a I I OI O I 0 t U 4 o3 O 111 Z4 W O zc N Iu< N QW Ii J pVZ N89_'I_7'3_4"W 25.00'---- to I I I 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO lIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 50 BEING N 89'27'49" W PER PROPOSED PLAT. FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: WRM LOT 50 CONTAINS 5506 SQUARE FEET t THIS STRUCTURE CONTAINS 2168 SOUARE FEET t TOTAL CONCRETE 537 SO. FT, t TOTAL SOD 2801 SO. FT. t LOT 49 I S89-27'49"E 1 1 10' DRAINAGE EASEMENT 1 o s 1 8m JL)1 'L O 6.0'.eii25.5' IYnZ IKo' I 0 1 55.0 r-------o 5' DRAINAGE EASEMENT N89'27'49"W LOT 51 11 In -------- "1 o O 1I Q O w 1 W 1- N u , a W IW N Jv_+ O D'Ol J I Z d' Wol-'R (y 00. N o 110.26 II FLOOR SLAB ELEVATION III ARv 4E CROWNMUSTgE16 Of ADJACENT ROAD UNLESS OTHERWISE APPROVED LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POO POINT ON BOUNDARY POL POINT ON LINERIGHTOFWAYLINEPCCPOINTOFCOMPOUND CURVATUREXPROPOSEDELEVATIONPOCPOINTONCURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT CONCRETE 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM PERM ANENI REFERENCE MONUMENT PI DENOTES POINT Or INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES PO4NT OF REVERSE CURVATURE P) PER PLAT PT DENOTES POINT OF TANGENCY 1.1) MEASURED TYP TYPICAL CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/w SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PGS PAGES R/W RICHT-OF-WAY NG NATURAL GRADE ORB OFFICIAL RECORDS BOOKSO. FT. SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 320 EAST SOUTH STREET. SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 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. 12-I0-O3 JOB NO. ASM32975 DRAWN BY: LOT FIT 5-2-01 JML . FOR THE FIRM R. OUSCATELLO jr. PSM #4 , DATE Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 milemasters.xls Updated: 3/1812002 DESCRIPTIONDRAWING REPORT # SERIES PAGE INDEX MASTER FILE NUMBER 1 DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 . 1 2 INSTALLATION INSTALLATION DETAIL W= SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 11000 WJll8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION IFLEX0029 ji000 3 JINSTALLATION DETAIL INDEX MASTER FILE NUMBER 2 FLEX0020 11000 4 IINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW INDEX.,--.' MASTER FILE NUMBER 3 HUNG 6 INSTALLATION DETAIL SGLFLANGEWINDOWSFLEX001611000,1500 & 2000 6 INSTALLATION DETAIL W/# 8 SCREWS FLEX0026 1000,1500 8 2000 INDEX .'MASTER FILE NUMBER 4 DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW FLEX0018 1000 & 2000 7 8 INSTALLATION INSTALLATION DETAIL W/# 8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 1000 1750 & 2000 9 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1750 & 2000 10 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX 0037 1000,1750 & 2000 INDEX MASTER FILE NUMBER 6 FLEX0021 1600,1000 & 2000 12 SLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0027 1500,1000 & 2000 13 SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS INDEX,*'. MASTER FILE NUMBER 8 .. - FIN TRIPLE HORIZONTAL MULLION' SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 1000 J 1500 14 - 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 1000 / 1500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DE510N PRESSURE CAPACITIES 1HMFLGTW 1000 J 1500 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFIN 1000/1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 J 1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFIN 1000 / 1500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFL0 1000 J 1500 22 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 1VMHMFLG 1000 / 1500 INDEX MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 2000 23 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VM 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW INTW 2000 27 FLANGETWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMF 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLG 2000 30 PRESSURE CAPACITIES FIN VERTICAL MULLION SECTIONS / DESIGN PR 2VMFIN 2000 31 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2VMFLG 2000 Page 1 of 1 milemastM.43 TH Q ALTTY WINDOWS BY FLORIDA EXTRUDERS 1 TEST REPORTS ' - BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE NCTL-210-2319-1A 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" SER. 20b0 SINGLE HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 . PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-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 OR MASONRY OPENING BY DT..ERS ONE By VOOD SUCK 91 OTHERS CAULK SETVEEN V:NDOV FLANGE L MOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (T YP.) SEE NOTE S) VINDOV HEIGHT PERIMETER CAULK BY OTHERS CONE BY VOOD - SUCK 81 OTHERS CAULK BETWEEN VOOD BUCK L M:.S'Y. OPENING BUCK VIDTH BY OTHERS SHIM AS PEO'D. INSTALLATION ANCHOR. FLANGE TYPE .1/4' MEA.- CIA. WINDOW FRAME I:— NOTES) SMOV NOTESHOWN (SEE NOTE 9) JAMS INSTALLATION ANCHOR 3/16' DIA. TAPCON SHOVN (SEE NOTE 9) CONCRETE OR i•SO:+Rr OPENING Y OTHERS I-v •1M j Clluxni I 4 GLASS (T) EMBED I \ EMBEDMENT (SEE NOTES) e o 1 CAULK BETvEEN V{NOON FLANGE t VOOD BUCK PER?METEjuRSHIM AS REO'D. CAULK I/.• MAX. BY OTHERS SEE NOTES) vINDOv vIDTH 1 / FLANGE TYPE STUCCO J VINDOV FRAME BY OTHERS CAULK BETvEEN HEADERVOODBUCKtSECTIONB-B NAS'Y.OPENING BY 07HERS BUCK HEIGHTWINDOW HOT. I K. FLANGE TYPE L_ VINDOvFRAMESILL WINDOW WTH. ---j ELF NATION VIEWED FROM EXTERIOR a \ Q SILL STOOL 8r OTHERS O CAULK BETWEEN ` • IJlNDOv FLANGE PRECAST SILL t BY OTHERS c V/ VULKEM Its Y ADHESIVE CAULK OR APROVED EOL. SECTION A -A E p t F 2 12002 PREP• AC: I.: PG304ti1 L APPLIC-UDN CI4I-1EERI7. TAPCON LOCATION CHART CALL TIP TO ILOCAI:ONS A MEAJILOCATIONS IN JAMB TO IPSf TO PSF SIZE TIP SO PS D SOPv TO I7 .P r 011 26 7.x x C.D C.0 LJ IJ I7a 3L 3/8 C. G.E LJ.K.L IJ.K.L IDe. 7. X SO S/e C : C.D.E IJ.K.t O.HJ.JP 32 1 I/. k ° L:, Y.: I,J 1, K.L D3J I ICE 1/ x 39 J/e B.C.C.E I -..D.E I LJ.K,L .I L nl, 1 11. x • B.0 C'.E I + =.0 ,.. I,J.K,L D T22 t I 1 x ° L.Y I,J IJ T23 III It i 38 3/3 I B.C.C.E I I,J,K,L I I,J.K.L T. III x S/e e.C.D.E C.O.E I,J.K,L I J K L M2 r7o X L.— L I.J. .L I,J.K.L M3 120 % 3. ]/e B.C.C.E I • .'.D.E.F I,J.K,L I IJK.L w120xS/e A.B.C.C.E.• J.?.C.D.E.P CJ'(.I,J x : LJ K 6020 72 % 2. I.J 6030 72 x 36 C.D B.CA.E LJ I.J.K.L 6040 7 . C.D A. B.CE IJ.K.L I.J K.L 7020 6a x 2. J 7030 e. x 36 I B.C.- I :.C.O.E I,J.K,L I I.J.K.L 704C X .° B.C.Q.: L.D. E I,J X.L I,J,K,L 8020 96 x 24 I.J-1. e030 96 % 36 ex.E C,O.0 IJ.K,L I,J.K.L 40 9.C.DU 9020 106 x 24 L.: LJ I,J.K,L 903. 0nI I K t .• B.O. C.G.E A.9.0 :.E.F I J K I K I t 0020120 x 24 IJ IJK.L 10030 t20 x 36 IB.0 :.£ S.C.0.E % II,J.K.L I,J,K,L 100< 0 720 X 49 B.0 ^.E AS.C. D.E.r LJ.K,L I,JK.L NOTES' 1) SHIM AS REO'D. AT EA-- INSTA:LATION ANCHOR. MAX. ALLOWABLE SM!M STACK TO BE t/A . 2) WINDOW FRAME MATERIA:; ALJM!NUM A-LOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EmSEDMENT'OF 1-1/4- INTO MASONRY OR CONCRETE. USE SILICON' ZED ACRr_IC CAULK BEHiNO WINDOW FLANGE AT HEAD k JAMBS. SILL MUST BE ATTACHED TO THE Su9STRACE WITH VULKEM 116 AONESIv_ CAULK OR AP?ROv=D £DUA:. H S) USE SILK0NIED ACRYL:__ CAULK FOR PERIMETER SEAL AROUND EXTERIOR Y OF WINDOW FLANGE. 6) IF. EXACT w1ND0W SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR pUANTITY . USTED WITH. NEXT URGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO:D. J B 7) GLASS Tr ICKNESS MAY vARY PER THE REOUIREMEN S OF ASTM E1300 CLASS CHARTS. 8) LETTER OESIG•NATIOt;S ON Thf- T:J GN LOCATION CnAA' INOICATE w-ERE TAPCON ANCHORS ARE TO EE INSTAL:ED wMEN US.NGTHE EXTERIOR ELEVATION AS A KEY. L 9) ALL FAC-DRY APPLIED SOLES NOT DE SIGNATEOFOR TAPCON ANCHOR SHOULD BE FILLED w-,I /a S:REwS OF SJFFICIEN: LTM, TO PR0v107 MIN. S/? IN. EMBEDME•.7 I1,7: WOOD SUCK. 10) APPLICATION OF VIJLKEv IIE t_HESU- CAULK AT = AME SILL MUST COMPLY WITH SEALAN- MANIjF :TUPE?'S RECOMMENDATIONS. 11) WHERE WINDOW IS INS'%_LED 1.% MASCNRY OPENING WITH • SiF.UCTUALTwo 8- SUCK. USE j•0 SC=--mS OF SUFFICIENT _ENGTH TO ACNIEvE 1- 3/8MIN. EM9E0-E.T A: 3.L INSTALLATION FASTENER LOCA IONS. irOM .J) BC-e 765 • SHEATHING CAIlK BETVEEN BY CTHCRS WINDCV FiN L SHEATHING INSTALLATION ANCHOR L3 SCREV S:uC_3 OR SIDING BY o:HERs P£FiMETER CAULK gr OTHERS GLAZING (TIP.) 'Z SE_ NOTE 7) WINDOW HEIGHT PERIMETER CAULK BY OTHERS. I• MIN. TWO 91 WOOD EM SEDMENTF BY OTHERS INSTALLATION IIIANCHCR09SCREV STUCCO OR IISIOI:4G BY OTHERS CAULK BETWEEN WINDOW FIN J I•M)N. t SHEATHING SHEATHING E:M3EDMENTBYOTHERS SECTION A -A VINCOv vI07H zl• ac. IIMAX. TYP.> 1/4' MAX. SHIM SPACE SHIM AS REO'D. SEE NOTES) FIN TYPE WINDOW FRAME HEADER E} I I WINDOW HEIGHT T COUALLY SPACE ANCHORS 1 (TYP pJ Ml VINDOV WIDTH TWO BY WOOD BY OTHERS SHIM AS ES) SEENOTES) 1/ 4- MAX. S:+ iH $PaC_CAOLK BETVEEN WINDOW FIN L SHEATHING FGLAZING ( TYPU J SEE NOTE 7) - PER:>'£TER J CAULKHE-1HINGbrO:HgR$ Br O: HERS FIN TYPE VINDOV FRANC JAM3 STUCCO OR SIDING BY I.' t LLATION OTHERS Ar1CHOR .3 SCREW SECTION E-B 1• Mik EN? EOHENT f FIN TYPE 24. O.C. ., I(TTPU MAX. ( TYPJ WINDOW FRAME 61 MAX. (TTPJ yjl SILL ELEVATION ViEwEO ROM x RIOR MARBLE SILL STOOL BY OTHERS f` }}--'w+-- _ 4As17:: .-• .iSta . J.s. NOT.`; . 1) SHIM AS RE0-0. ADJACENT TO EACH INSTAL'-LTION A\CHCP.. MAX. ALLOwAZLE SMIM STACK TO 1 v+'+ C IC+ : BE 1/4'. 2) VANDOw FRAME MATERIAL ALUMINUM ALLOY 6063. D"" W/1 FDA E UDCR 3) WSTALU(TWN ANCHOR MUST BE OF SUFYK:ENT LTM. TO A_HIEVE MIN. EWBEOuENT OF 1' INTO w00D FRAME MEMBER. Y` Y` AieA) USE SILICON ZED ACRYLIC CAULK BEHIND w:NDOW F,N A: HEAD. SILL L'JAMBS. OUND EXTERIOR OF wDOw FRAME. 5) USESRJCONIZEOACRYLICCAULKFORPEP.:VETER SEA: ABIN r _ SHIM '-- " 6) GLASSTHICKNESS MAY VARY PER THE RECwREuEN:S Cr ASTM E1300 CLASS CHARTS.. SPACE MAX. 7) INSTALL INSTALLATION FASTENERS AT 6• MAX. FRO. FOF.IERS AND M.W1. 24. O.C. DESIGN CF PRESSURE CAPACITY INSTALLATIONS. V7H ANCHCR SPACING AS STAT_D. IS 70.0 PS7 FOR ALL AVAILABLE SIZES UP TO 73• X 71' M.;X. SHIM AS REO' D. SEE Nprrv, TWO BY WOOD BY OTHERS PREPARED In PROMT L APPLI ATION EWImEERING. IMC.-. Z70 1UIIL ZJO. H(A-.-RDV, FL3:D• 2Z74s WJ-R141 "A "' 11 -,A. a S SHEATHING CAULK BETVEEN By OTHERS VINDOv FINEATHING INSTALLATION _ ANCHOR B SCREV STUCCO OR SIDING BYOTHERS --i I PER, NCTEAR / CULK. 1 Br Ot Ri GLAZING CT) SEE NOTEY 7) VINDGV HEIGHT PERIMETER CAULK BY OTHERS TVO BY VOOD MIN..-. BY OTHERS 1/i' MAX. 1 SHIM SPACE SHIM AS REO'D. FIN "TYPE (SEE NOTES) VINDGV FRAME HEADER FIN TYPE vINDOV FRAME SILL MARBLE SILL STOOL BY OTHERS 1/4• MAX. CAULK BETvEEN vINDOv VIDTH vINDOv FINSHIMSPACElSHEATHING Tv0 BY WOOD BY OTHERS \/ SHIM AS I d (SEE NOTES)ES) :" 1• MIN. EM3EDMENT I GLAZING (SEE NO(TYP L y,;EPTHINGTE7) _Y OTHERS VINDOV VIDTH PERIMETER 2( O.C. (IN TTPE VINDGv CAULK RAMP JAMB gT uTHERi INSTALLATION MAX. iI />, STUCCO OR ANCHOR P3 SCREV II cTYP.) SIDING By OTHERS SECTION B—B WINDOVHEIGHT -ANCHORS, T SPACE HEIGHT , ; g gNCMORS (TYP.) F- L +L:) S A T) $MIM AS REO'D. ADJACENT TO EACH INSTA4.LATK)N ANCHOR. 6' MAX. MAX, ALLOWABLE SHIM STACK TO BE 1/4. 24' O.C. (TYP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. MAx. (TYP.) 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. 7O 6' HAx.(TYP.) ACMIEVE MIN. EMEEOMENT OF I- INTO WOOD FRAME MEMBER. A) USE SILK;ONIZEO ACMIC CAULK BENNO WINDOW FIN AT HEAD. SILL 6: JAMBS. L NATION _) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND FRAM %T RIOF2 EXTERIOR OF WINDOW FRAME. T f5 MAY VARY PER THE PEOUIREMENTS OF ASTM1/A• MAX. VIEW D 6) GLASS MICKN 5 - - SHIM SPACE _ EI3OO GLASS CHARTS. Y '7 7) INSTALL INSTALL hTENERS AT 6' MAX. FROM CORNERS i.,.l...t, ". /'.. .-Ea. .••. A1 r. AND MAz. 24' G.C. DESIGN PRESSURE. CAPACITY OF o INSTALLATIONS WITH ANCHOR SPACING AS STATED. 15 70.0 PSF A !' Jfr_7 TT.uM'f FOR ALL A:JAJLA?LE SIZES UP TO 119" z s9 5/B- INSTALLATION I I IIANCHORABSCREV I SHIM A! STUCCO OR (SEE NI SIDING BY OTHERS CAULK BCTvECN VINDOV FIN J 1'MiN. t SHEATHING •SHEATHING EMBEDMENT By H V000 BY OTHERS BY OTHERS SECTION A —A R82 v RS ZE0' D. REV DESCRIPTION DATE INI FLORIDA EXTRUDERS' SANER ° FLORIDA TITLE: INS-ALLATION'DETAT-L t'/ ve SCPEWS HORZ. SLIDING FIN WINDOW Xox CONFIGURATION- SERIES 1000 DRAWN BY: BB I APPROVED BY: JU.- II(1 DATE:12/17/Ol SCALE:N. T. S. DWG.: FLEX00291,c PREPARCD Br. PRUMT t APP ICAfID. CNGINCCRIK.. IIc.. 250 INTERNATIONAL PKV,- %' ITE 250. r(ATnR7v, :RIW 3Z7.6 PHOME AO' 00-0365 :u .07 Q:S-0765 CONCRETE OR CAULK BETWEEN WOOD MASGNRY OPENING BUCK L MAS'Y. OPENING BY OTHERS 3Y OTHERS ONE B, WOOD _ BCC% BY OTHERS CAULK BETWEEN 4WINDOWFLANGE ` L WOOD B11rK I Stucco BY OTHERS PERIMETER CAULK V.M. BY OTHERS VIN.AW HEIGHT) GLASS (TYP.) . SEE NOTES) PERIMETER CAULK BY OTHERS F c I ONE BY WOOD CONCRETE OR INSTALLATION ANCHOR EUCK B, OTHERS MA:OOPENING 3/ I6• DIA, TAPCON Zr OTHERS B. W. C.12CS.E'M SUCKWIDTH) i I.". SHIn G I- 1/•, MIN. FLANGE TYPE SPACE MAx. EMBEDMENT WINDOW FRAME SHIM AS REC'D. C JAMS (SEC NOTES) iNSTALLAT ION ANCHOR. 3/ 16' DIA. TAPCON I/ a• SHIM SPACE MAX.; RI510 VIM`L GLAZING BEAD GLAS: ( T,P.) SEE NOTES) O I SHIM AS REO'D. SCE NGTES) CAULK BETWEEN B.M. VINDOV FLANGE BUCKLVOODBUCKo FLANGETYPEHEIGHT) LViNDOVFRAMEPERIMETER T 0 RIGID VINYL GLAZING BEAD TYP.) FLANGE TYPE WINDOW FRAME SILL CAULK BETVEEN V. - V INDOV FLANGE Q LPRECASTSILLV/ VVLKEM 116 PRECAST SILL . SECTION A -A ADHESIVECAULKBYOTHERSOR APROVED EOL. W. W. A- A 6 C D E / W. H. u VAT I O N ROM EXTERIOR CAULK $ NICE By OTHERS BY OTHERS V. V. WINDOW VIDTH) CAULK BETWEEN - WOO: BUCK L SECTION B-B MA-Y OTHERS NOTES; 1) SHIM AS REO.O. AT EACH INSTALLATION AN:HOR. MAX. A_LOWASLE SHIM STACK TO •BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENTOF1-1/4- INTO MASONRY OR CONCRETE. USE SIUCOMZED ACRYLIC CAULK BEHIND W.NDOW FLANGE AT MEAD at JAMSS. SILL MUST BE ATTACHED TO THE SUBSTRAIL WITH VULKEM 116 AOHEW- CAULK OR APPROVED EQUAL. ' 5) USE SIUCONNZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHORDUANTITYLISTEDWITHNEXTLARGERSIZE, FOP THE APPROPRIATE DESIGN PRESSURE REO.O. 7) GLASS THICKNESS MAY VARY PER THE P,EOUIREMENTSDF ASIM E1-100GLASS CHARTS. e) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WHERETAPCONANCHORSARETOBEINSTALLEDWHENUSINGTHEEXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TA;CON ANCHOR SHOULD BE FILLED WITH /d SCREWS OF SUFFICIENT LTH. TO•PROVIOE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 10) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MAYUFACTUP.EP.•S P.ECOMMENDAT:ONS. 1:) ONE ADDITIONAL FIELD DP.ILLED & INSTALLED ANCMOF. IS REO'D. IN EACH JAMS ON THE FOLLOWING SIZES: -D25' (73 r 62). 'D26" 73 x71), '56M60u"(65 x 71), h -5nu6OM- (71 .X71). PLACE ANCHOR BETWEEN ANCHORS 'G AND I- AND -BETWEEN ANCHORS 'H AND J" OVEP 55 PSF ONLY. 12) WHERE WINDOW IS INSTALLED IN MASON':' OPENING WITH A STRUCTUAL F Two BY WOOD BUCK. USE /10 SCREWS OF SUFFOEN- LENGTH TO ACHIM 1-3/8MIN. EMBEDMENT AT AFL INSTALLATION FASTENER I LOCATIONS. ON SIZES NOTED IN NOTE 1:1 ADD A l:0 SCREW A ' ANCHOR. 70 EACH JAMB FOR NOTED DESIGN PRESSURES. J MA WACTLgM13 IVAME L )/f- & 7-7 V n Fri S MASM FpjU# _ PPFP117_: PY. PPD81f_t L APPLICATION E: CALL TIP TO LWLH:IW1. cHW L•.. w. M PSr 30nr SORT JWSr JoPS! o ' SIZE TIP To To I To To I To To Y 1-, cc 7"." ca •.r 7 IH2 2E 1/2 X 25 C C C o.n G.M G:H 1H} 26 V2 x 36 3/8 C C C G.H C.. GM iH+ 2e 1/2 x so 6/a C C C G.nI,J IH.S 26 1/2 x 56 t/. C C C G.H G.M C...:.,1H5 26. 1/2 x 63 C C C GM G.HI,J IH6 28 1/2 X 72 C C ( C G.H GMJ.JG.I.J 2 x L M 23 37 x 38 3/8 C C ( C G.H G.r GM 2. 37 A 50 5/8 C C C G.H GMLJ 5 37 X 56 1/a C C C G.M G.MJ.J G.,.%J 25 37 x 63 C C C G.M GMJ.J C- .I.J 26 ,7 x 72 C r C G.H.LJ G.MJ.J 33 53 Va X 36 3/e C ex( 2.0 I C. GM GM!.J Aa s3 ,/! X 50 5/8 C e.0 ? C GM G. i J•5 153 1/3 X . 56 1/. C B.0 3.0 G.H.I.J G.MJ.J E.FG.HJ.J 35 s3 1/6 X 63 C B.0 E.0 GMI,J GMJ.J EF y,MJ,J 36 53 1/! X 77 C e.0 I 'C.0 G.M!.J EF.GM.LJ EFAM!.J 2 .. 7+ x 38 3/5 N B.0 +.3.C.0 O,H GMJ,J GMIJ 02, 74x505/3 B.0 e.0 "A.:.C.D c.n.I.J G.HJJ EF.GM I.J024! 7. X 56 1/. B.0 B.0 +.3.C.0 G.M,I,I EF.GM!J EF.G.Hjj D25 7. X 63 E:: B.0 A,3.C.0 G.MLJ E.F,GM.LJ E,i,G.H!,J• 7. % 72 e.c e.0 I + C•0 GM!.: C.F.cM.I.J EF , NUJ• 2Cu20u 2• It • , . 20u}0u 2• X }6 C C I C GM G.H G.M 20ua0u24 X se C C I C G.n I GM GM 20u.6u 2+ x 54 C C C G,M OM G..1,J 20u5pM 24 X 60 C C C G•n G.M GM.IJ o u u . x 7 C C C C. G.MI,J 0.= I J 0u20u 36 X 2• 30u30w 36 X 36 C C C GM G.M C.H 30u.0U 3i X .5 C C C GM o.MJ.J GM,I.J 30Ml6M 36 X 54 C C C G.H G,HLJ C. I.J 30w50M 36 X 60 C C C G.M GMJ.J GM.0 30u6ou 36 % 72 C C C C,MI.J GMJ.J E.F.G.H I,J w M .. H 4CM30w .8 X 36 C C I 9,C GM G.H GMI.J a0U401A •3 X +e C C e.0 G.H C,nIJ G.M.I,J 0u.6u 45 X 54 C C 3.0 G.M G.HJ.J G,n,I.J 40USOM .B % 50 C C 3.0 G.H..IJ G MJJ E.F.G.HIJ Ow5ou ! x 72 C C .2.0 G.M.1•J E.f GM I,J E.F M l 6w2om A 4 a "1.H ,M G.n 6u3ou 5+ % 36 C B.0 3.0 G;H G.M GMJJ 6u+0u 5. x .8 C B.0 e.0 G M G.MJ.J G,MI.J 6ua6u Sa x 5a C B.0 3.0 G.M I.J G.MJ.J E.F.c.MIJ a6u50u 5+ z 60 C B.C. E.0 G.M,IJ G.MJ.J E.F,GM.0 6u6 u 5• x 7 r C 3.0 M I J• F H 1 F u I 1 SOw20u % • - 13. 0 C.0 G.n C.M G.M 5cu30u 60 x 36 C B.0 e.0 G.n I GM GMJ.J 6o X . 8 C SOwOu e.0 E.0 G.H G.HJ.J G.HLJ 50u46u 6C x 51 C B.0 3.0 G.M.I.J C.Mi.i E.F.GM.I.1 5Ow5Ow 60 X 60 C B.0 E.0 G H,I J G.MJJ E.F,G.n.I.J SOM60u 60 X 72 C 8.0 C.0 G.HI.J . E.F.G.m.0 E.F.O.M I.1H u u oo A K. Lr •L a,S. 0 C. G.M GMI.J 58w30w as % 36 e._ e.c 56u.0u 66 X .a E.0 e.0 A.e.C.0 G.G MI.JG.HIJ S6u.6w 68 % 5• e..^. S.0 + a.c.: G.M.IJ GMI.J Ef.r.m, J 55u50u 66 X 60 E.0 B +.3.C:: G.M!.J-E.F.CMLJ E.F,G!.!.J EM60u 66 x 72 '_.: 6' +.'.C.: G.HL1 E.F,GMLJ EF.GM 1,J• Cu_ w C _ C. M u.n ,n 6Cu30u 72 X. 36 e`c e r MI,J 60ua0u 72 X a! E.0 8c +.3.C. GM GMI.J GMIJ EOua6V 72 X $• E B.' +.3.G.: G.H,I,J G.H,1,J E.F.G.M 1,160w50w 72 A 6o E C B.0 A.E.C.: G.n,I,J I E.F,GJ+.I,J E.F ;MIJ w nV 72 X 72 E.0 6 r +.3.CJ G.M.I,! IE.F.OM,1.J E F G_M I.J• ADDi.IONAL AN ORS RE-'D. S=E NOTE 11 FLORIDA EXTRUDERS INTERNATIONAL, , RIDA TITLE: INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE' WINDOW - SERIES 1000 DRAWN BY: BB I APPP.OVED BY: DATE:10/ 23/01 SCALE: NTS DWG.: FLEXOO20 INC. 25C I.TZFd-'IPL --.. :B:TE Z5J. „C,_:3•:. r_:;SA 22).6 PHGNC +:) 6a5 •a ]as .+. aas-aJd3 A VA, 12 u CAULK BETWEEN ONE BY WOOD CONCRETE OR WOOD BUCK L BUCK BY OTHERS NASD OPENING MAS'Y. OPENING By OTHERS BY OTHERS CAULK BETVEENWINDOWFLANGE ' l WOOD BUCK IM/a• MIN. a A EMBEDMENT I ) INSTALLATION ANCHOR 3/t6' DIA, TAPCON STUCCO J I SHIM AS REO'D., BY OTHERS I/J' MAX. SEE NOTES) PERIMETER CAULK BY OTHERS FLANGE TYPE VINDOV FRAME HEADER RIGID VINYL GLAZING BEAD y (TYP.) GLASS rE Nary BUCK WIDTH) ENBED -ENT INSTALLATION ANCMG+R ONE By WOOD 3/16' DIA. TAPCON D BUCK BY OTHERS — BY SHIM AS REO'D. 1/a• MAX. RIGID vlNrl (SEE NOTES) GLAZING BEAD TYP.) GLASS TYP.MSEE NOTES) FLANGE TYPE — WINDOW FRAME JAMB CAULK SCTWCEN T vWINDOWFLANGEPERIMETER L WOOD BUCK CAULK By CTMERS V.V. VI Dev (1YP.) ( c (WINDOW WIDTH) I AEIGHT) B.M. BUCK CAULK BETWEEN HEIGHT) WOOD BUCK L CAULK BETWEEN WINDOW MAST. OP. NI FLANGE L PRECAST SILL BY OTHERS V/ VULKEM 116 ADHESIVE SECTION B-BCAULK. OR APRV'D. EOL. FLANGE TYPE CONCRETE OR PERIMETER SILL FRAME MASONRYTHE OPENINGCAULKSILLBYOTHERS BY OTHERS ra ^ BW. W. 4 PRECASTlie r OTHERS F9A B O SECTION A -A 4$ A , 11)) S ;w AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE ESHIMSTACKTOBE1 /A-. p 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIM. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4INTO MASONRY OR CONCRETE. 47 'Il a) USE SIL)CONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD K OY doJAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH ,J 'cY y,t VULKEw116AOHESIVECAULKORAPPROVEDEOUAI. y 7K 5) USE SILKONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. IF EXTERIOROFWINDOWFLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE 1T r ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUtREMENTS OF ASTI( V1r v.r E1300 CLASS CHARTS, 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE - HTr TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN J•—•U3 30ay TO .DASr lay TO 7OPS: 30ay TO 401y a;ay TO 7:A37 SIZESIZE12 to 1/6 A ZS B 8 F.0 F.G to A.37 3/6 8 B F.G F.G A SS to 1/6 a .9 5/0 8 8 F,0 F.c I45 Ia 1/6 : 55 1/1 8 B F.G F,G 15 to I/5 A 62 8 B F.G F.O 16 16 I/6 A 71 n B F.G 171• I 33 F IM: 25 1/2 A 25 B 8 0 IM3 15 I/Z . 37 3/0 S B FA i.0 1Ma Z5 1/2 A a9 5/8 B 8 F.G F.G.Mi 1MA5 25 1/2 x 55 I/. S B F.0 F,WU 1H5 25 1/2 x 62 B 8 F.G F.G.HJ IHB 25 1/2 A 71 B B F.G F.G!.J IM7 25 1/2 X 53. 8 B F.G.J.K F.GJ.a 30 1/2 . 26 29 "1 X 25 B B l. F,CF.G 3oI/2 36 3/a 29 1/2 A 77 3/0 A9 5/6 8 B F.c F.G MJ70SO5/e 29 1/2 A 8 B F.GF.C" 30t/3 5e 1/• 29 1/2 A 53 I/a 8 8 F.G F.G.MJ 01/:. 63 29 1/2 A 62 1/ 1 A 71. 8 8 O,G,H,I F,G.M) 30I/2 . 72 30' 1 7 a, 29 291 2 A 63 e e F.G.J.K F,G.J.K 73 36 X 25 36 37 3/3 D 0 B4 F,G F.0 21 e X 19 51, e B F.G F,G F.cmu F, G,H) 245 257e A 55 v. 36 x 62 B BB BF.G.MF•G.HJ 26 36 X 7t ' 8 B F.G.H.1 7 36 A 53 8 8 F.GJ.K O.H.I.J,K al x 25 8 8 F.cF•GrJ 2 . 3e 3/3 I A 37 Ue 8 B F.GF.G.MJ 7 . 50 5/6 1 X .9 5/6 B 8 F.G H,I F.O.MJ 42 . 56 1/. A2 63 1 A 55 1/. Al A 62 B B F,GM.1 D.E.LGrJ42 72 1 x 71 B 6 F,G.% O.E.F.G n.l A At X 63 F G.J K F.G.M I.J.K a8 26 7 X 25 8 A.0 F. c F,GM) a . 36 3/8 7 A 37 3/a 7 B 8A.0 A. F•G F'C MJ6 . SD 5/6 x .9 5/3 55 1/, B A.0 F.G.N IF,G!!J E . 56 1/a A6 , 63 a7 A A7X 62 S A.c F,G.N,1 D.f.F,G?.1 a6 • 72 47 A 71 A.0 F.G.MJ O.E.F.Gr.IA A7 X 63 a F n r .. • K AL 32 52 1/B A 7S B A.0 F.G F,G F.G F.G.MJ 33521/1 X 31 3/6 S A,C A.0 F.G.M.1 F,G.H.134 34552 1/6 X 49 5/6 52 1/6 X 55 1/4 8 DA.0 F.CMJ D.LF.G.n.1 35 52 1/0 x 62 8 A.0 F,G!(J O.E.F,GrJ 36 52 (/a x 71 8 A.0F,C.H.I D.E.F.G.M.1 37 S2 I/a : 6J 8 A C F.G.J.K O.E.F.G.J..J K37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THL. — EXTERIOR ELEVATION AS A KEY. FLORIDA EXTRODERS INTERNATIONAL. INC FLORIDA 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON SANFORD, ANCHOR SHOULD SE. FILLED WITH IS SCREWS OF SUFFICIENT LTH. /1 AAQ To PROVIDE MIN.'5/8 IN. EMBEDMENT INTO WOOD S%XK. 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS TITLE: INSTALLATION DETAIL PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION SGL. HUNG FLANGE WINDOWS — SERIES 1000 , 1500 a 2000 SERIES SWAE MUNGS. 1t) WHERE wNOOW IS INSTALLED IN MASONRY OPENING WITH A DRAWN BY.: BB APPROVED BY: STRUCTUAL Two eY WOOD BUCK. USE 010 SCREWS OF VI MIN. EMBEDMENT AT SUFFICIENTLENGTMTOACHIEVE1-3/8VIEWED FROM EXTERIOR M . i o-.,.:f DATE: 10/09/01 1SCALE: NTS DWG.: FLEX0016 ALL INSTALLATION FASTENER LOCATIONS. PFE? AREO B': PRODUCT APPUCA." E.dNZZ"4. INC.. 250 INTERNATIONAL PKY.. SUITE 250. MEATHROW. RORIG 327.E PMONC •07 605-0365 Fu .07 a:5-J766 CAULK BETWEEN SHEATHING Br OTHERSWINDOWFINL SHEATHING INSTALLATIGN ANCHOR 69 WOOD SCREW ! III STUCCO BY OTHERS PERlMET ER 1 CAULK 141 BY OTHERS WINDOW HEIGHT GLAZING (TIP.) SEE NOTES) PERIMETER CAULK BY OTHERS V MIN. EMBEDMENT TWO B7 WOOD BY OTHERS SHIM AS REO'D. SEE NOT 1/4• MAX. _j SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (TYP.) SEE NOTES) FIN TYPE WINDOW FRAME S4(ARBLE SILL STOOLBYOTHERS VINDCV WIDTH 114' MAX, SHIM SPACE SHIn AS REO'D. TWO BY WOOD cSEE NOTES) STUD BY OTHERS L +`p(( 1;}644 NOTE I' MIN. 4- uj11>L "'- EMBE DM.ENT y GLAZING (TYP.) Cry.Cg FALL.+ # (SEE NOTES) tNI'J 1 E+ SHEATHING' BY OTHERS CAULK BETWEEN VINDOV I WIDTH I A I 2K' D.C. MAX, cTYP.) EOUALLY SPACE ANCHORS (TYP.) WINDOWHEIGHT L6* (TYP.) MAX. (TTP.) ELEVATION VIEWED FROM EXTERIOR FIN TYPE WINDOW FIN WINDOW FRAME L SHEATHING JAMB PERIMETER INSTALLATION ANCHOR CA_tK .8 WOOD SCREW BY CTHE+S STUCCO BY OTHERS SECTION B-B NOTFS 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL; ALUMINUM ALLOY 6063:- 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT, OF I- INTO WOOC BUCK. L) USE SILICONIZED ACRYLIC CAULK BEHIND WINDCW FIN AT H%AO, SILL k JAM?S, S) USE SILICONIZED ACRY1C CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF W-NCOw FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED 1N ANCHOR CHART, USE ANCHOR OVA•NTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE P.EOUIREWENTS OF ASTM E1300 GLASS CHARTS. 8) FLORIDA EXTRUDERS 13W SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO A-PUES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SING:: HUNG WINDOWS. INSTALLA710N ANCHOR I I TWO BY WOODi8WOODSCREWBYOTHERS STUCCO BY OTHERS `• REVI DESCRIPTION DATE INI INTERNATIONAL. INC EAULK.BETWEEN FLORIDA EXTRUDERS SANFORD. FLORIDA WINDOW FIN SHEATHING L SHEATHING" BY OTHERS I,MIN TITLE: !NSTALLATI=N :• TA!L V/R9 SCREWS EMBEDMENT SECTION A -A _ . SINGE HUNG FIN VINDDW — SERIES 1000, 1500, 2000 DRAWN BY:I?R APPROVED BY: I DATE:12/13/01 ;SCALE: N. T S DWG.:FLEx0026 SHT 1 OF 2 v-IL Prima 407 eos-ous -FAX .o? Lts-n ri CONCRETE ORMASONRYOPENING BY OTHERS ONE BY VOOD BUCK BY OTHERS CAULK BETVEENVINDOVFINGL t VGCD BUCK STUCCO J BY OTHERS PERIMETER CA'AK BY CTHERS GLASS (TV?.) SEE NOTES) VA vINDOVEIGHT) PERIMETER CAULK By OTHERS v INSTALLATION ANCHOR Ir3/ 16' DIA. TAPCON CAULK BETVEEN VGCD BUCK t HAS-Y. OPENING BY OTHERS GLASS (TYP.)_ 1-1/4. MIN (SE_ NOTES) C EMBEDMENT r I I O.N `- Tom' SHIN AS REDID. , _ 4 }E . -I MAIL SEE MOTCSI FLANGE TYPEWINDOVFRAME W.W. --j RIDGED VINYL E,LaZ 1NG BEAD B.H. BUCK / 1HEIGHn B.V. BUCK vIGTr) SHIM AS REO'D. 1/A' MAX. SEE NOTES) RIDGED VIN.L GLAZING BEAD I-N.• .:w CoMC gC TE DRj (w['lCwt MASONRY OPENING BY OTHER; D INSTALLATION ANCHOR 3/16' CIA. TAPCON . . v C. v ONE BY VOOD BUCK Br OTHERS FLANGE TYPE 0VjNoGvFLANGFRAMECAULKBETVEENPERIMETERVINDOvFLANGECA, KtVOODBUCKBYGTHERS CAULK BETVEEN VOOD BUCK t v.v. MAST. OPENING vINDOV VIDTH) I\_ 6Y OTHERS STUCCO BY OTHERS SECTION B-B B B RIDGED VINYL W.H. GLAZING BEAD 24 IC. Npx (TYPJ I FLANGE TYPE r VINDOV FRAME 6' MAX. (T YP.) 11 a , a CAULK BETVEEN VINDQv FLANGE t PRECAST SILL V/VULKEM 116 PRECAST SILL ADHESIVE CAULK BY OTHERS OR APRV'D. EOL. ' SECTION 'A -A_..._,-. A --*j ELEVATION VIEWED FROM EXTERIOR NDTFS. 1) SHIM AS REDD. Al EACH INSTALLATION ANCHOR. MA%. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERLAU ALUMINUM ALLOY 6063. 3) 3/16' DIA, IA;' CON INSTALLATION ANCHORS MUST BE OF SUFFICIENT Lin. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4INTO MASONRY OR CONCRETE. A) USE SILICONIZED ACRYLIC CAULK REMIND WINDOW FLANGE AT HEAD & JAMBS. S LL MUST BE ATTACHED 10 THE SUBSTRATE WtiH VULKEM Ile ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXTLARGERSIZE. FOR THE A?PRO:RIATE DESIGN PRESSURE AMC,. 7) CLASS THICKNESS MAY VARY PER THE RECuIREMENiS OF ASiM E1300 GLASS G(ARTS. B) WHERE SPACING BETWEEN TA?CON ANCHCPS EXCEEDS 24 IN. O.C.. ja SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT IWCi WOOD SUCK SHOULD BE INSTALLED. 9) FLORIDA EXTRUDERS 100C SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDAEXTRUDERS2000SERIESFIXEDWINDOWS.—-- - . 10) SEE BACK OF THIS SHT. FOR INSTL'N ANCHOR REOUIREMENTS. 11) APPLICATION WITH OFVULKEM116ADHESIVECAULKATFRAMESILLMUSTCOMPLYSEALANT MANUFACTURER' S RECOMMENGAT10N5. 12) WHERE WINDOW IS 1NSTALLEO IN MASONRY OPENING WITH A STRUCTUAL TWO BY w000 BUCK, USE /10 SCREWS.OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- MIN. EMBEDMENT. 13) WINDOW UNITS CAN BE M-j.-LE0 TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLIONINSTALLATIONSHEET5FORP.EOUIREMENTS. PREPARED eV:'PR000CT TLLMrA I -- — INTERNATIONAL. INC. FLORIDAEXTRUDERSSANFORD.- FLORIDA TITLE: 1NSTALLATION D=TA1L W/ ONE BY BUCK FIxED. FLANGE WINDOW — SERIES 1000 & 2000 DRAW. BY: B3 . APPROVED BY: DATE:) Oi22i01 SCALE: 'ITS DWG.: FLEx00I8 S1:EET I O 2 AHATK) HAL PK'KY, SUITE M. WAY""- rtORIDA 327N6 PMOME N07 a05-0365 FAX A07 :CS-C366 SHEATHING BY OTHERS CAULK BETWEEN VIN DDv FIN t SHEATHING INSTALLATION ANCHOR 48 SCREV ExTERIER FINISH IIBYOTHERS PERIMETER XCAULK By OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR a WOOD SCREW EXTERIOR FINISH By OTHERS — C•LAZINI SEE NOTE 6 I• MIN. 3EDMENT gy OTHERSING SHIN AS REVD. CENTS FL0nWA B'®'A,F. i sEf NOTES) &AC`Ti.1 R iyyJ 1MAX. Ar. A A FSHIMIuSPACE: n`_ GLAZING sEf NOTE 6) CAULK BETWEEN WINDOW FIN I•MIN. EM3EDMEN' LSHEATHINGSHEATHING BY OTHERS SECTION A -A HEIGHT FIN TYPE vlN7Cv FRANC l _ I SHIM AS REO'D 1/ A' MAX. SEE NOTES) WOOD FRAMING BUCK By OTHERS HEIGHT EXTERIOR FIN TYPE WINDOW FRAME A I ELEVATION VIEWED FROM EXTERIOR WINDOW WIDTH II 1/4' MAX" SHIM SPACE Y 8 VOCD FRAMING By OTHERS SHEATHING 3Y OTHERS INSTALLATION A. IC A3 SCREW CAULK BETWEEN VINOOV FIN L SHEATHING SECTION B-B EXTERIOR FINISH PERI.'TERBrOTHERSCAULKBYOTHERSNOTES) Smi 1) SHIM ASREO'D. AT EACH INSTALLATION ANCHDP. WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2), WINDOW FRAME MATERAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF I' INTO WOOD FRAME. 6) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESSV IR OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING TS SHOWN, INSULATING GLASS' ALSO OUALIFIED. 7) FLOR:OA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 15W AND 1000 SERIES PICTURE WINDOW. B B) SPACE INSTALLATION ANCHORS AT 6 MAX. FROM CORNERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WIT' - ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL VMLABLE SIZES UP TO 73' X 71" OR 63" X 95- OR 119' X 37-3/?- MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS VS:NG ALUMINUM TU?E MULLION, SEE MULLION , INSTALLATION SHEETS FORRECIREMENTS. rr F !/LC_ I1 F INN wIIVNJu- .)I-I1+L DRAWN BY: "BB APPROVED BY: DATE: 1 / 1 3/02 SCALE: N. T. S. DWG.: FLEX0030 PREPARED Br: PROOUCT TECmroLOC' CORP.. 250 INTERNArONAL PK . S:XTE 250. IAAE MARY. FLORIDA 22746 PHONE 407 POS-0365 FAx 107 60S-0366 0 CAULK BETVEEN VINOOW FLANGE L v00D BUCK CONCRETE GR MA;ONRT OPENING 3T C:M RS T xT ER: FINISH 9Y DTd"+S PERIMETER CAULK BY O,.rERS vINDOV FRANC MEAD WINDOWHEIGHT EXTERIOR WINDOV FRAME SILL CAULK BETVCEN VOOD BUCK L MASONRY OPENING BY OTHERS ONE BY vGOD BUCK BY OTHERS INSTALLATION ANCMOR 3/16' O:A. TAPCON Q Q EMBEDMENT r 1/4' MAX. SAW SPACE SHIN AS REO'D SEE NOTES) GLAZING (TYP. SEE NOTES) PERIMETER CA BT CTH{RS 1 FxTERIGR FINISH 3Y OTHERS CAULK BETVEEN VIMDOV FLANGE 4tvOCOBUCK. CONCRE TC OR \ g1SQ.NRT CAULK BETWEEN By OTHERS WCM BUCK L MASON?Y CP{NING G FC'TIO N A.— ABYOTHERS INSTALLATION ANCHOR 3/I6' D!A. TAPCON Pig AS REO'D. SEE NOTES) I L 1/4- MAX. SHIM SPACE N0TL1) SMIM AS REO'D A: EACH INS:ALLATION ANCHOR WITH LOAD SEARING SHIM. MAX, ALLOWABLE SHIN STACK TO BE 1/4. 2) WINDOW FRAM_ MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DIA. TAx_ON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACM:E'l MIN. EM?:OMEN,. OF 1-1/4' INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6- FROM CORNERS k 24' 0. C. MAX. ALL FACTCRY APPLIED HOLES NOT DESIGNATE] FOR TAPCOI; ANCHORS SHOULD BE FILLED WITM /a SCREWS OF SUFFICIENT LTM. TO PROVIDE WIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. A) WHERE WINDOW IS IN$ W LED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK, USE 110 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/?- WIN, EMBEDMENT AT SAME SPACING STATED IN NOTE 3. 5) USE S;L1CONIT-D ACRYLIC CAUU( 5—mo WINDOW FLANGE AT HEAD, SILL JAMBS. 6) USE SILICOMHO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FL". 7) GLASS THICKNESS MAY VARY PER THE REOUIREMEN-S OF ASTM E1300 GLASSCHARTS. SINGLE GLAZING IS SHOWN, IN$LP•ATING GLASS IS ALSO OUALIFIED. 8) BUILD DOWN AROUND CURVED PORTION OF WINDOWFRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFIMENT S_ RENGTn TO AOEOUATELY TRANSFERLCAOFROMWINDOWTOTHES'RuCTuRE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDCw SHOWN. THIS PRINT ALSO APPLIESTOFLORIDAEXTRUDERS1750SERIESk2000SERIES. 10) ELEVATIONS S^Ow COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THISP;O,%CT TO ThESE TWO CCNFIOuRAT10NS. Tr.6 SHEET APPLIES TO ALL CONFIGURATIONSTe.ATCAN 6E MANUFACTURED FROM THE 1000. 1750. h 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS 11) WINGOW UNI_. CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE - MULLION INSTALLATION SHEETS FOR REOUIREMENTS. rXTERIGP ELEVATION I- 1/A' MIN. EMBEDMENT 1/ 4• MAx. SM; N SPACE ONE BY Vn-ODSHIM AS PEO•D BUCK BY OTMEZS SEE NOTES) IN' TALLATI,"N ANCMCP. 7/ 16' DiA, TAPCDN V INDDv FRAME A Q JAMBGLAZING ( T YP. CAULK BETVEEN SEENOTES) vCCO BUCK t M 3'Y OFE N;NG a( DTMERs C CAULK BETVEEN PERIMETERCAULKJ I I VIND•3VFLA.VGF. By OTHERStvr_+FiO BUCK EXTERI:A FINISH CONCRETE BY OTHERS CR MASONRY OPENING WIN00VvIDTH BY OTHERS z=CTIC' N F—B WINDOW WIDTH A A EXTERIOR ELEVATION I L MEICM B B 64 1_ 1/4' WIN.FLORIDA EXTRUDERS INTERNATIONAL. FLORIDA EMBEDMENT ONE BY WOOD i. • TITLE -FLANGE INSTA! LATIEIN DETAIL CDNCF.zTE HEADER V/1 BY Q_cK BUCK BT OTHERS . y DESIGNER FIXED WINDOW 1000, 1750• & 20:0 SERIES W,l tt ?5z, DRAMN BY: BB APPROVED BY: ht -;— DATE: 02/12/02 SCAB: NTS DWG.: REx0035 a.+n A•• K.]IKr tto•nxa• cr. rfr MttM•+rl?w r.+A. cr.( r».-(.r..:,,. r.mr nr.. roK .. r.-ay) r.. s+ r.-o.A INSTALLaT:CN ANC.-CR 1 ONE BY BUCK •:0 SCREv EMBEDuENT Br CTHERS BUCK WIDTH 1/4- MAX. I SHIM SPACE CAULK BETVEEN VINC_•! BUILD DOWN CAVK BETvEEH 3Y OTHERS TVC Br BUCK FLANGE L S EAinING (PESO AFPL:ES Zl- TWO By FRAHING l C?4RETE TO SILL) 1) S+M AS :CG'D. AT 1CH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. By OT.F_RS Br CTHERS tiLCWABLE SHIw STACK TO BE 1/.-. P- YvOOD (72) WINDOW FRAME MATERtAu ALUMINUM AL:CY 6063. BY CTHERS r 1_}/g' uvl. 3) TAPCON INSTALLATICN ANCtiCAS AT Sr__ MLST EE OF SUIiICIENT LTH. TO ACy+EJE q;rN Aa REC•D IIIIIEMBEDMENTum. EMBEDMENT 0: :-1/.- INTO MASONRY OP. CONCRETE. 110 INSTALLATION (SEE NDTES) INSTALL--i:.N ANCHCP SCREWS AT HEAD h JAMBS MUST ?E OF SVFFIC.ENT LENGTH TO ACHIEVE 1-3/3- co SCREW MIN. EMBEDMENT INTO WOOD F LxI.rwG AND BU4C DOwN INHERE REQUIRED. EATERIa, FINISH — INSTALLATION ANCHCAS k SCREWS TO BE PLACED 6 IN. FROM CORNERS L 24 IN. BY OTHERS O.C. MAX. v:NODv FAAHE CAt_K BETv—N USE SILICCANIZEO ACRrJC CAULK B£HwD MNDOw FLANGE AT HEM. SILL k JAMBS. JAMB VINMV FLANGE 5) USE SO.KONIZEDACAYI_IC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF I L V_CD BUC•: WINDOW FLANGE. GLAZING (TTP, MAX. 6) G•}SS THICKNESS MAY vAAY PER TrE R=JVIR-UZNTS OF ASTu E1300 CUSS SEE MUM Q SHIM $PACE CHARTS. SINGE GLAZING S SHOwN• wSUUTwG CLASSISALSO OVALIFIED. 7) SuILO DOWN AROUND CURVED PORTION OF mNDCw FRAME TO BE ENCmEER--O BY d I -- O: m-RS. SUP-0 DOwN MUST BE OF SU .KIENi STRENGTH TO AOEOuATELY I TRANSFEwI R LOAD FROMNDOWTOTHE STRUCTURE. 3) FLnRIDA EXTRUDERS 1000 SERIES DESIGNER wIN;-0w ST(OWN. THIS PRINT ALSC PEP.:HETEP CAUL o APPLIES TO FLORIDA EXTR•jCERS 1750 SERIES h 2000 SERIES. C3KRCtE OA BY OTHERS 5) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF rA;ClRr THIS PRODUCT TO THESE Two CONFICuRATIONS. THIS SHEET APPLIES TO ALL PERIHETCF CAULK BY CT•f.S SHIM AS \pt. CCr71GURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750, A 2000 BY OTHERS SEE NCTES) SERIESDESIGNEDFIXEDw.Noo6 FRAMwG SYSTEMS. 10) wIN'COw UNT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE vIN:Ov V•IDTH v1NCOv FRAI MULLION. SEE MULLION INSTALLATION SHEETS FOR RCOU67ENENTS. HEAD CXTER:J FINISH SECTION 8—B BY OI::F_aS I II I WINDOW WIDTH We" SUCK HEK; HT HEIGHT CAif?:OR A GLAZING (TTP. SEE NOTES) v: NiAv FRAY._ ! I:LL WTN00w I , rSK: Ni FE iiHETCR CFw'. K SHIM AS REO•D BY OTHERS (SEE NCTCU B B EX-ER:CR — F.%ISN A CTHERS ki s y' EEXTERIOR ELEV.°TIOCAUIK ? iv[EH NE3YVOOD1 BUCK \ L-1.1/.- MF.CMTRAL FLORWA B.O.A.F. . CAULK +ETVEEN EMBEDuEN- M I.O B__KL KANuAG MER NAAS: NASD'0• C?ENINO —LINEit vCOD 11 1 3T OTHE< I BUCK' 31 OTrERS cDrcRETE OR SECTION A. — A FR FILE NAIOIG- -- INSTALLATION ANCfr? BYOTHC:I 3/ 16' :IA. IAPCON (' G!J i G rrtNR1Y rOTH A un / GHT , HEiGHT e e A. EXTEPIC= E'_;:VATION a.. x. uc.o c• Car s.c.: ... •.r, va cx <•1.a,, r.am. a:.. ••o.c •r. •ar. I...•I ...wa. 7 4 1 NIN !/(' JUT.•? INSTALLATION AnCHCR SCREV <TTF.) CAULK EE.JND FIN TVO By FRAMING SHIM AS REO'D. By OTHERS HEZTHING (SEE NOTES) ET C:HERS TVD BY BUILD _ DOVM BY OTHERS CAULK BEHIND FIN IN (BANE JAMB I NOTES, pS :NSTALLATTCN I SHIM A$ REII'D. I) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION AVCHOR WITH LOAD BEARING ANCHOR SCREV (TYPJ I ( SEE NCTCS) SHIM. uAx, ALLOWAELE SHIM STACK TO BE 1/<'. SEENGLAZING, (7YP. Z) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SEE NOTES) oJ) USE SLICONIZED ACRYLIC CAUL( BEHIND WINDOW F.N AT HEAD. SILL k JAMBS. L" F DHEKIIv PAClAk A; USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF LNB[(AI SN1M SPACE WINDOW FRAME. I( I L5) G1A55 THICKNESS (1AT C IS PER N. REOUTINGEGLA OF ASTM OUAL GLASS CHARTS. SINGLE GLAZING K SHOWN, INSULATING GLASS TS ALSO QUALIFIED. SHC•TMING 6) SCREW ANCHORS AT HEAD. .SILL h JAM-3S SHOULD BE /8 SCREWS OF SUFFICIENT It CTMERS 1 Lin. TO PROVICE MIN. I IN. MIN.. EMBEDMENT INTO WOOD FRAME. PLACE /B EXTERIOR FINISH SCREW ANCHORS .6' FROM CORNERS AND ZA' O.C. MAX.. ExTCRIOR 9r OTHERS v 7) BUILD DOWN AROUND CURVED PRTIDN Of W 400W FRAME TO BE ENGINEERED By FINISH OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH 70 AAEOUATELY BY OTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PERIMETER CAULK E) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO PERIMETER CAULKBYOTHERSAPPLIESTOFLORICAEXTRUDERS1750SERIESk- 2000 SERIES.--YINpD4/ VIO'M--+-; 9) ELEVATIONS SHOW COMMON CONFKU.RATION$, IT IS NOT INTENDED TO LIMIT USE OF 5* OTHERS THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL FIN FRAME HEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FRCu THE 1000. 1750. k 2000 SERIES DESIGNER FIXED WINDOW FRAYING SYSTEMS SEC I ION B-B10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING P SEE NOTES) K15ml EXTERIOR PERIMETER CAULK FIN FRAME SILL By OTHERS cSEE MOTES) EXTEMP FINISH By OTHERS 08 INSTALLATION IIIANCHORSCREV. (iYPJ SPL•TMING Br OTHERS 1' KIM E :SD)ENi SECTION A -A I L vl uL4SPACE Tvp By FRAMING EXTERIOR ELEVATION BY OTHERS CAULK BEHIND FIN LH7 U• mJ 1 20 2 WT WiT EXTERIOR ELEVATION FLORIDA EXTRUDERS' SANFORD, FiORID TITLE: FIN INSTALLATION DETAIL DESIG14ER FIXED WINDOW 1000, 1750. & 2000 SERIES DRAWN BY: BB I APPROVED BY: IDATE:02/14/02 ISCALE:NTS DWG.: FLEX0037 Mcl+ l ....•cACH n(M — — — .n., ,— -. "t -. -- ILM. .1H M rH —n •.... c)-.x: CONCRETE CR SHIM AS ZE'C'DMASONRYOPENING (KCC NOT-S) BY OTHERS C;LULK BETVEEN poop F LA)NGc L VOOC BUCK CAULK BETvEEN PERIMETER WOOD BUCK t CAULK BY MAS-Y. CPENING By OTHERSOTMEZS1 STUCCO c f1lBrOTHERS { INSTALLATION ANCHOR8SCREW (TYP. vHERE - TAPCONS ARE NOT RCO'D.) SLIDING GLASS DJOR FRAME SILL INSTALLATION ANCHOR 3/16' CIA. TAPCON INSTALLATION ANCHOR lB SCREW (TYP. VH(ERE ONE BY vCn_D iA?CONS A<E NOT RE7D.) BUCK BY OTHERS 1 1/4' MIN. I EMBEDMENT I SLIDING CLASS DOOR FRAME Q I I a' M?X. JAMB C. r Smim S.-CE T- SLIDING GLASS DOOR FRAME H_AD TEMPERED GLASS (TYP.) DOOR HEIGHT P, t I EBEDMENT p , A . O A 1-1/4' MX Q D , A D . LIBERALLY APPLY CASJ_KING UNDER SILL INSTALLATION PNCHr? - OR SET SILL IN BED OF CONCRETE 3/16' CIA TAPCON SECTION A -A TEMPEREO GLASS TYP.) PERIMETER CAULK BY OTHERS S.G.D. VIDTH J•r 1/4' MAX. SHIM SPACE 1 1/4' MIN. F EMBEDMENT I I ONE BY WOOD BUCK BY OTHERS CAULK BETVEEN a WOOD BUCK L MAS'Y. OPENING BY OTHERS AS REO'D. I (SEC NOTES) 4 INSTALLATI^_N ANCHOR 3/16' DIA TA CON CAULK BETVEEN DOOR FLANGE t VOOD BUC. CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION A:lCrCR 3/I6' DIA. TAPCON SL;D:NG CLASS DOER . HOOK STRIP CONCRETE OR MASONRY OPENING Byas"Y OTHERS CAULK BETWEEN WOOD BUCK L ' MAS'Y. ,OPENING BY OTHERS d CAULK BETVEEN G MOOK ST Rip VOOD BUCK L 1-1/4' MIN.HEMjEDMENi \1 1 ' T V G ONE BY vMDTl',BuCKBY OTHERS TUCCOTHERS • l. r4i JLAAWL AUK. A B.O.`,V.7E P. AERED GLASS / SECTION BNUFACIVRER JN: SLIDING GLASS DOOR INTERLOCK MASTER FILE HOOK STRIP DETAIL 11 DOIM HA. ERIALH ALWNN ALLO, 6063. 2) TAPCCN TYPEINSTALLATIONANCHORSNUSTBEOf SUFFICIENT LENGTH TO ACHIEVE HUH. CMBCDNENT OF 1-1/ 4' INTO NASE Y OR CONCRETE. 3) ALTERNATE TAPCON D INSTALLAIION ANCHORS FRONT TO BACK IH ALL FRANC MEMBERS. .-. A, TAPCON ANCHOR C:.T ON BACK OF THIS EET. B) USE SILICONIZCD ACRYLIC CAULK BEHIND DOOM FLANGE AT HEAD a JAMBS. U USC 3LICOMIZEDACRTLICCAULKFITPEP:NETE4 SEA: AROWDPELITER1pR OF'DLQM. ' 71 IF ExACT DCOR SIZE IS NOT LISTED IN ANETQRR CHART, USE ANCTBM OWNTITY.LISTCD V:TM NEXT LARGER SIZE. FOR THE APPR RIATC DC:IGn PRESSURE TNEO'0. B) FOR POCKCTDOORSECSUSECLOSESTB'PA:S DOOR SIZE L COKIGUiATIOM TO fInISNED OPENING PLAC[.TAPcOMS. INFROnTOFHOOKSTR:P AS Slc_ - 91 GLASS TMICKNESS MAY 'ART PER RCOUIRENENTS OF ASTM WOO GLASS CwARTS. 10. ALL FACTORYAPPLIEDHOLESMOTDESIGNATEDFORTAPCON ^mc CM SHOULD BE FILLED WITH .D SCREW: CF SUFFICIENT LENGTw TO PROVIDE MIN. 5/4' EMBEDMENT INTO WOOD BUCK. U, DO MUNITISAPPROVEDUSINGTENPCREDGLA:S IN SINGLE GLAZED OR IN:ULATImG GLASS I2, JANt / SILL CORNERS ARE TO BE SCALCG W:TM A SMALL JOINT SEAM SEALER. I3) SHIM AS REO'D. AT C• :[T 7 InSTAtt•TIDn ANCHORS HNAx ALLC'ABL: SHIM STACK iC- BE 1/••. 1.) ALL INSTALLATION ANC-GRS MUST BC NA:E OF CORRO:ION RESISTANT MATERIALS. S, EP ERE • x' RRESENTSMOVIwlPANELA D '0' RCPRESENTS F142 PANEL APPROVED , A CDiIWRATIDNS ARE AS LISTED ON ANEH,Q CMART 314 BACK OF THIS SHEET. 161 NOT ALLCWIGUOATI9NSLISTEDABOVEAREDOWNONTHISDRA'JIMG. MOVEVCR INSTALLATIONExTER1OR ELEV-7: ON SECTIONS -A-A'. 'B-!', L HOOK STRIP DETAIL APPLT TO INSTALLATION OF ALL APPROVCD COWIGUR•TIONS. 2 PANEL DOOR S 3WN "I INSTALL ONE TAPCON I.1 CAC. PAIROF FACTOR, APPLIED I.:TALL•TIONN HOLES UNLESS NCICD .. OTHERV!SE ON ANCHOR CHART. SEC BACK OF THIS SHCET. . to, FLCRI DAExTRUDCRSIWOSERIESSLIDINGGLASSDPIISSHOWHLTHISPR:NT ALSO APPLIES TO 2WO,SERIES AND S00'SZRIES w .. inn T H .A• Hf.TN'HA ,. )'P). bK )b IN TFMHTIOHL SUITE M. HC4TH43V, FLOR::A. 31,4- fu JOT-B:S-C]bl INSTALLATION ANCHOR +- DOOR WIDTH j-ri/l' MAX. SHIM SPACE INSTALLATION ANCHOR TWO BY WOOD R8 SCREWSHIMASRE-D'0 A8 SCREW I I-1/8 MIN. BY OTHERS TWp BY WOOD SHEATHING (SEC NOTES) EMBEDMENT BY OTHERS BY OTHERS CAULK BETWEEN DOOR FLANGE By H Wp00 SLIDING GLASS E SHEATHING By OTHERS pppR FRAME CAULK BETWEEN JAMB HOOK STRIP 6 SHEATHING SLIDING GLASS DOOR , I HOOK STRIP SHIM AS REO'D. 1/• MAX. (SEE NOTES) SHIM SPACE . INSTALLATION ANCHOR .!-1/8' MIN. Mq B8 SCREW EMBEDMENT .. I-1/8' r.IN. EMBEDMENT TEMPERED GLASS - TYP.) CAULK BETWEEN STUCCO DOOR FLANGE OR SIDING E SHEATHING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD SHEATHING CAULK BY BY OTHERS OTHERS PERIMETER SHEATHING CAULK BY 6Y OTHERS TEMPERED GLASS - OTHERS STUCCO (TYP.) STUCCO OR SIDING TEMPERED OR SIDING BY OTHERS GLASS (TY7.) 9Y OTHERS SLIDING GLASS DOOR r - INTERLOCK -- i5+: IL J•.. i,,. _ r DOOR . Y, HrkL'itL r..y. TJiill.t F HEIGHT SECTION B-B HOOK STRIP DETAIL. SLIDING, GLASS. DOOR FRAME SILL 1) DOOR MATERIAL, ALUNINLX. ALLOT 6061. 2) 9 INSTALLATION SCREWS MUST K Or'SUFrICIEVT LENGTH TO ACHIEVE MIN. EMBEDKNTOr1-1/6' INTO .WOOD. YAPCON-TYPE INSTALLATQ. ANCHORS AT SILL POST K OrSUFFICIENTLENGTHTOACHIEVEMIN. EMKDNEN: Or 1-1/4' INTO HASOWY OR COHERETL .. ......__ 31 INSTALLATION A)SHOR CHART ON BACK Or THIS SKET. " ' A) USE SILICONIZEO ACRILIC CAULK KNINO DOOR RANGE AT CAD t JAMBS. S) USE SILIEON ZED ACRTLIC CAULK FOR PERINET a SEAL AROV O [•T[a10R Or D000. " 6> IF EXACT DOOR SIZE IS HO7 LISTED IN ANCHOR CHART• USE ANC" OUANTITr LISTED WITH-KKT LARGER SIZE. FOR IK APPRDPRIATC DESIGN t2CSSUC'REO-&"- -'"' -' 7) FOR POCKC7 DOCIR SIZES USC.CLOSEST BIPASS DDDR SIZE L CONFIGURATION ID FINISHED OPENING. PLACE INSTALLATION ANCHORS. tN FRONT OF YC9c STRIP'AS SHOWM. ' 87 GLASS T..CKKSS NV,r VARr HER REOUIREKNTS OF AST. C1000 GLASS CHARTS -' 9) 'DOOR UNIT IS APPROVED USING TCNPERED GLAS: IN SINGLE GLAZED OR'tNSULATING fiASS. - 10) JAMB "SILL CORNERS AP[ TO CC SEALED WITH A SMALL JOIHT,SCAN SCALER. - III SHIM AS TIEO'P. AT EA S_I Or IMSTALSAI ION AAZKPS. PAX. ALIOVABLC SM{N SIACS IO K 1/4'. 12). ALL INS IALLATIOM AK -PS MUST K MACE Or CORROSION RESISTANT MATERIALSI)) WHERE •A' REPRESENTS W:VING PANEL AND 'O• - PRCSCN.3 rjgD PANEL APPROVED - CDTIG)RATIONS ARE AS LISTED 0. ANCHOR C-91 ON BACK or THIS SHEET. 1A) HOT ALL CONTIGRATIONS LISTED ABOVE ARE SRO— K. THIS DRAWI.'NOvEVER EXTERIOR ELEVATION IMTALtAfla." G EMBEDMENT SECTION:.A-A'. 'B-I' L HOOK STRIP DETAIL AP? T TO INSTALLATION OF ALL APPROVED CWIG FATIDNS. - A 1-1/6' MIN. 2 PANEL DOOR SHOWN IllFLORIDA EXTRUDERS 1000 SERIES SLIDING GLA:S DOOR li SHOvN. inli PRINT ALSO APP ICE TO 2000SERIESAHDS00SZRICS. n A • LIBERALLY APPLY CAULKING UNDER SILL D OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TaPLOM. SECTION A -A F 12002 l DESCRIPTION DATE 1Nl FLORIDA INT EXTRUDERS SANFORD FL. TITLE: SLIDING GLASS' DOOR INSTALLATION WITH 98 SCREWS` "L DRAWN BY:28- APPP.OVED BY: ATE: 12/17/01 !SCALE: NIS JDWG ®FLEx0027 SHT I OF AArAAYo P^ NDWCr L APALICAIION (A(,N.NE(KINO. INC- 2:o INICRNATIONAL PKVr_ T:KTC 250. HCATMOv. YLDN.DA. 327N6. Ao7-BDYRYS rA Ao7-Bo`o34 r 1000 P.VJDESIGNER 1000 P.VJDESIGNER I SILL (TYPJ SILL (TYPJ AUXILIARY PLA APPLIES TO HEAD do SILL WHERE 1" X 4' do 2" X 4' TUBE MULLIONS ARE USED DETAIL C 0OR ADDITIOML ANCH=. WHEN REOUIRED) it 08 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SHS O SHEATHING 1x2X1/8 rlEV91 1X2X3/8 TUBE MULLION TUBE MULLION O_ O SEALANT BETWEEN vINDOv FLANGES INSTALLATION ANCHOR 08 WOOD SCREW (TYPJ L MILLION EXTERNAL MULLION INSTALLATION CLIP BE TVEEFSJN- u \-08 X 3/4 SELF ' SESEALAANNT L MULLION 1000 S.M. TAPPING SNS HEAD (TYPJ WINDT BETWEEN SECTION A —A (1) t MILLDIN 1000 P.VJDESIGNER SILL (TYPJ . 08 X 3/4 SELF TAPPING SMS 1 X 2 7/16 % 1/8 nrulr--vrll / /TUBE MULLION SEALANT BETWEEN v1N0OV FLANGES" L MILLION 08 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYPJ' SEALANT BETWEEN SECTION A -A (3) VINDOV FLANGES L MULLION 1000 P.V /DESIGNER .SEAL.AR BETWEEN SILL (TYPJ VWDOV FLANGES t MULLION 08 X 3/4 SELF TAPPING SMS 1 X 4 X L8 TUBE MULLION 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (5) TWO BY WOOD 08 % 3/4 SELF BUCK BY OTHERS 1000 SJL- TAPPING SMS HEAD (TYPJ 1000 P.VJDESIGNER SECTION ''A -A (Z) SILL (TYPJ 1000. P.VJDESIGNER 08 X 3/4 SELF SILL (TYPJ . TAPPING SMS NB X 3/4 SELF 2 X 4 X 3/8 TUBE MULLIONTAPPINGSMS LX 2 7/16 X 3/ E MULLION NT BETWEEN WINDOW FLANGE t MILLID<N 08 X 3/4 SELF L1000 SA TAPPING SMS HEAD ( TYPJ 08 X 3/4 SELF SECTION A —A (4) 1000 Sit TAPPING SMS DETAIL HEAD ( TYPJ 1000 P.V./DESIGNER SILL ( TYPJ SECTION A —A (%) 08 % 3/4 SELF TAPPING S///MS'''1 X 4 X 3/8 p°' TUBEMULL19Nj'`.N,o-L a at1 p3v,T vv++++ YjVAcsUTCt7` Sy V". p b1 G_ . 08 X 3/4 SELF 1000 S- K TAPPING SMS HEAD (TYP.) SECTION A — A (6) o V•• FgVa I, t MULLION APPLIES TO MEAD & SILL WWERE 1" X 2' Q I' X 2 7/16' TUBE YULLJONS ARE USED DETAIL nunmc R INSTALLATION ANCMR IB I SCREW mrP.) 1wa CLIP Ll 1/ 8' MIN. EMBEDMENT f LI I/B• MDa l'llIhCMBEDKENT- FLORIDA EXTRUDERS . sANFIATt0NAL, INC SANFORD. FLORMA TITLE: SER. 1000/ 1500 FIN SHEET 1 OF '2 . TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 'OF 2) FOR DESIGN PRESSURE - CAPACITIES DRAWN BY: M S HAPPROVED' BY:' ' DATE:2/ 6/02 SCALE:NTS DWG.: 1HMFINTR TYPICAL MUWON TO CONCR*i O'JAMB SEALANT BETWEEN 1000 P.V./DESIGNER (APPLIES TO JAMB WHERE 1' X 4" yINDOV FLANGES SILL CFYP.) k 2* X 4' TUBE MULLIONS ARE USED) L MULLION 1000 P.V./DESIGNER Q SILL (TYP.) r A8 X 3/4 SELF ti8 X 3/4 SELF TAPPING SMS TAPPING SMS CONCRETE OR MASONRY BY OTHERS 1X2X1/8 1X2X3/8 TUBE MULLMN TUBE MULLION SEALANT BETWEEN ONE BY VOOD WINDOW FLANGES CENTRAL FLOIRMA B.O.A.F. HULK BY OTHERStMULLION.Q . BJEAm NAAE: LOR/GL4. E.1rRU1 R5 . 48 X 3/4 SELF 48 X 3/4 .SELFAS+.R ,E 1000 SA TAPPING SMS 1000 S H TAPPING SMS HEAD (TYPJ HEAD (TYPJ SEALANT BETWEEN SECTION A —A (2) VL400V FLANGES SECTION A -A (1 ) L MU AMN P V DESIGNER 1000 P.V./DESIGNER INSTALLATION ANCHOR 3/16' DIA TAPCON SCREV ANCHOR (TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION -. `... .. 1000 P.V./DESIGNER l000 SILL (TYPJ SILL (TYPJ r SILL (TYPJ Q rt8 X 3/4 SELF / w7f 48 X 3/4 SELF 48 X 3/4 SELF TAPPING SMS TAPPING SMS I X 2 7/16 X 3/8 TAPPING SMS 1 BE MULL X 1/8 2.X 4 X 3/8 LTUBEMULLIONTUBEMULLION I I 1 BED MIN. TUBE MULLIDN EMBEDMENT SEALANT BETWEEN VDVDOV FLANGES- MULLION 48 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYPJ SEALANT BETVEEN SECTION A —A (3) VINDOV FLANGES L MULLION 1000 P.V./DESIGNER . SEALANT BETVEEN SILL (TYPJ - VINDOV FLANGES• 48 X 3/4 SELF L MULLION. TAPPING SMS 1 X 4 X L8. n r—tc71-1 rTUBE MULLION SEALANT BETWEEN VINMV FLANGE t MULLION 48 X 3/4 SELF IOOO.SJ{ TAPPING SMS HEAD (TYPJ SECTION A —A (4) 1000 P.W./DESIGNER SILL (TYP.) 48 X 3/4 SELF TAPPING SMS ' 1 X 4 X 3/8 TUBE MULLION 48 X 3/4 SELF 48 X 3/4 SELF TAPPING. SMS ` TAPPING SMS 1000 SA ` —1000 S.H. HEAD (TYPJ HEAD (TYPJ SECTION A --A- (5) :v_.::.. SECTION- A —A (6) 48 X 3/4 SELF TAPPING SMS 1000 S.M. HEAD (TYPJ SECTION A —A (7) ELEVATION , VIEWED FROM. EXTERIOR :. FLORIDA EXTRUDERS FOR 00FLORIDA TITLE: SER. 1000/ 1500 FLANGE-SHEET-1-.OF 2 TRIPLE" HORIZONTAL MULLION SECTIONS: SEE OTHER S IDE-(SHEET' . E-(SHEET'. 2 OF. 2) `FOR DESIGN`PRESSURE CAPACITIES`-` DRAWN BY: MSH . APPROVED -BY:- FATE. 6/6/02 scALE:NTS DWG.: 1HMFLGTRy _^` 9 3000 P.VJDESIGNER 1000 P.V DESIGNER APPLES TO HEAD k SILL WHERE 1' X 4' SILL XTYP.) SILL (TYP.) AUXILIARY PLATE & 2IX 4' TUBE MULLIONS ARE USED FOR ADDITIOXAL ANOORS. WHEN RCOUMCD) DETAI 48 X 3/4 SELF a8 X 3/4 SELF O TAPPING SMS TAPPING SMS SHEATHING IX2X1/ 8 1X2X3/8 O O TUBE MULLION TUBE MULLION — — — SEALANT BETWEEN MA_LIOH f INSTALLATION ANCHOC(REW WOOD WINDOW FLANGES - "- MULLION 0 . EXTERNAL MULLION INSTALLATION CLIP -- TWO BY WOOD SEALANT BETWEEN '"`ae x 3/a SE yp,.,e " BU K BY OTHERS - 08 X 3/4 SELF ` fJFh 1 iiA1 i,p A . ' 3i LINNDOWULLFLANGES 1000 S. H. TAPPING SMS -- 1000 SR "TAPPING SMS — HEAD (TYP.) HEAD (TYP.) dJ—A Cii Ti,i iil. MULLION SEALANT BETWEEN SECTION A —A (2) _ vWDov FLANGESSECTION A—A (1) toR/E.14 " UERS- L MULLION SECTION 1000 P. WJDESIGNER 1000 P.V./DESIGNER R r SILL ( TYP.) r SILL <iYP.> _ 1O „ , irTAn r A a8 X 3/4 SELF r a8 X 3/4 SELF 1000 P-V./DESIGNER TAPPING SMS TAPPING SMS I X 2 7/16 X 3 8 SILL (TYP.) 1 1 X 2 7/16 X 1/8 1 L, A TUBE MULLION TUBE MULLION F a8 x3/a SELF TAPPING SMS 2X4X3/8 TUBE MULLION: SEALANT BETWEEN L 1 1/8' MIN ell WMOV FLANGES EMBEDMEN - L- MULLIONQFVATX)N SEALANT BETWEEN . .. -- MEWED FROM O(TERIOR WINDOW FLANGEDETAIL - - L MILLION . APPLIES TO HEAD & SII,.L.YM1ITIRE 1 X 2 Ix 2 " 7/16• TUBE MULUONS ARE USED 48 x 3/ 4 SELF ` a8 x 3/4 SELF acAnc 1000 SJ{ TAPPING SMS -- 1000 SA TAPPING SMS HEAD (TYP.) HEAD ( TYP.) SEALANT BETWEEN SECTION . A —A (3) " SECTION A —A (4) - - srAwnw AH(y1QR a WOODSCREW WINDOW FLANGES ` (TYPJ L MULLION, 1000 P. V./DESIGNER " SEALANT BETWEEN r 1000 P.WJDESIGNER `HORIL CLIP SILL ('TYP.) WINDOW FLANGES , / SILL (TYP.) a8 X 3/4 SELF " L.M)LLION j TAPPING SMS a8 X'3/4 SELF a8 X 3/4 SELF TAPPING SMS TAPPING SMS \ 1000 S.H. SECTION A —A 0) I X 4 X 3/8 . 1 BE CNT NIK 1 x 4X1/8 HEAD (TYP.) EMBEDMEHi TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD, FLORIDA 1000/1500 " FIN .SHEET 1 OF 2... . TWIN -HORIZONTAL MULLION SECTIONS s-"SEE OTHER SIDE (" SHEET-2 OF 2) FOR 8 X 3/4 SELF DESIGN:.PRESSURE "CAPACITIES 08 X 3/4SELF '' :. TAPPING. SMS 1000 S. M. HEAD (TYP.) . BS TAPPING SMS . HEAD HEAD (TYP.) = e _ ZQI RAWN BY: MSH APPROVEDY: H SECTION "A —A (5) SECTION A —A (6) - DATE:2/6/02 SCALE:NTS" DWG.: 1HMFINTW B CVIN2t7V FLANGES MULL MN !-2o F.W./-0ESIGNEY tG X 3/a SELF TAPFlrr SMS MLL•_!cih VIM_ V FLANGE!- L M'ALID cG X 3/. SELF AL•hT °ETV=="_. TINMVF_ASi:ES =C ION A -A ( i r-lQi:3 ?.V./3ES;GNERS!LL (TYP.) 1\ I tG X 3/4 SELF TAPPING SMS X 2 7/16 X t/G U n / TUES MULLION SEALANT 9ETVE VLVcuV LA>'•'GES L Mu-[cN e X 3/4 SELF WOO S.S. TAPPING SMS HEAD (TYP.) SEALANT RE VEEN S=CTION A —A (3) VINZCV FLANGES L MULLID.N . r10G0 P.`-./DES:GN_R' SEALANT GETV—N, SELL (TYP.) VINi. W FLANC_S G X 2/4 SELF t NU1 LECN ITAPPINGSMS X 4 X 1/G b f—lfYl / n: H:iLLiG:: I cc" P.:`,/DESIGNER .PICAL MULLION TO COINCR=?E C jVAE AP -LIES TO !AJV= WHERE I' X a' I S!LL <TYP-) 2' X c' iU'cE MULUONS AYE USED) Q ' I X 3/4 SELF NI It AP::'. SMS I I4 MSCRETE OR MASZNRY 1 I 9Y _ TIERS n 2 n 3/ C LYS7A.LLATIUN ANCHOR 3/:5' DIA. VvTAP SCREi/ A.YC'rn_R<7YP.: i i — EX7ERNAL MULLIGN I CAE V_CP_ INSTALLANON CLIP: CENTRAL F.O ../.. i 2UC:< 5=0Tt,ERS Q MANUFACTURER NAM: I= n X :.< SEL LOR/D9 CI I 1 MULLEDN IC;^ j4 TA.FFI.,G SMS cET S= CTQIN A -A c loci. /?Es,GNER II SILL ( TYP.) SELL <'EY?.7 e X 3/4 SEL% •_ Q I A TAPPING SYS ! -S X 3/4 SEL" —I 1X27/16 X 3/a -.A?FING SMS TUBE MULLIG: L— I M3E I/ a_ MIN. i I SHE ,•' LLUKc?rT S_? L4\T SEWEEN Vitt DV FLA.'ZE - t Kt?._ICv E X 3/4 SELF 1CG0 S.}i TAPPING SMS HEAD ( TYP.) SECTION A -A (4; r ICL•DF.V./DESIGNER SILL ( TYP.) 8 X 3/4 SELF TAPP! NC SN tt J I k • x 3/6 YG X 3/4 S=LF ' \-#S X 3/4 SELF V- TAPPING Shs .. .TA?FIN;; S!(S h7GD 5 4. — IOGC S.N. HL. A3 (TYP.) :iEAD (TYP.) . F.^..'• ON A -•A (; S CT?ON' A -A 16)__. aG X 3/4 SELF TAPPING SMS HEAD llyp.) SECTION A -A (7 i 1 i I I V FEB 152J2 nc- AI• P EVATiCN VIE` REO FROM EXTERIOR LE: SER -.. 1060%1 50G FLANGE ..SHEET •1 OF.. c . TWIN . H R I Z NT.AL MULLION SECTIONS SCE C 1 CEP S'L DE \ SHEC 1 2 OF . 2,\ FOR DESIGN PRESSURE CAPACITIES- 4 2 1000 P.V./ DESIGNER SILL (TYPJ 48 X 3/4 SELF TAPPING SMS I x 2 x 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES' L MULLION SEALANT. BETWEEN' U vENDov t MULLI FLANGES 48 X 3/4 SELF 1000 S+L TAPPING SMS HEAD (TYP.) SEALANWINDOWwT FBELEsN SECTION A —A (1) L MULLION 1000 P.VJDESIGNER f SILL (TYPJ r 48 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 f--- 1SYl / - TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION a8 'X 3/4 SELF 1000 SA .TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A —A (3) VINDOV FLANGES t MULLION 1000 P.W./DESIGNER SEALANT BETWEEN J SILL (TYPJ WINDOW FLANGES L MULLIONja8X3/4 SELF TAPPING SMSI X 4 x 1/8 IMTL'1f fY l F TUBE MULLION _ 08 X 3/4 SELF TAPPING SMS1000Ski. HEAD (TYP.) SECTION" 1000 P.V./DESIGNER AUXILIARY PLATE SILL (TYP.) UTR ADDITD)ML ANCNCRS. VH[ REQUIRED) O a8 X 3/4 SELF DETAILC TAPPING SMS E) O 1X2X3/8 TUBE MULLION FMRAI. FI.©,RMA B.0.AjVcK BY HE OOD a8 x 3/4 SELF CBY OTHER 1000 S.H. TAPPING SMS . b kNUFACTLWR NAME: HEAD ( TYPJ OR/P4 PhfR SECTION A-A(2) tntr r 1000 P.V./DESIGNER M ST&R Y' 1Ld E SILL ( TYPJ . R8 X 3/4 SELF 1000 P.V DESIGNER TAPPING SMS SILL (TYP.) 1 X 2 7/16 X 3/8 TUBE MULLION a8 X 3/4 SELF TAPPING SMS /- l / TUBE MULLION H,- 408 SEALANT BETWEENWINDOWFLANGEL MULLIONX3/4 SELF 1000 S!i TAPPING SMS HEAD ( TYPJ SECTION A —A (4) 1000 P•V DESIGNER SILL ( TYPJ - - a8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 F— Ifs-1 ) TUBE MULLION 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TYP.) SECTION A —A (6) APPLIES TO HEAD & SILL WHERE 1- X 4- 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR a8 VOOD SCREW ( TYPJ EX TERNALMULLION INSTALLATION CLIP MULLION DEL4ILC r-- A to / L1 1/8, MIN. EMBEDMENT - FLEVAnoN'__ _. VIEWED FROM EXTERIOR DETAIL B APPLIES TO HEAD & SILL. WHERE V X 2' 3 1' X 2 7/18" TUBE:YULUONS ARE USED s ALLATIIN ANOaR .. S' VODD SCREW RTPJ HDRIL. CLIP 08 X 3/4 SELF TAPPING SMS L 1000 S.H. SECTION A —A (7) HEAD ( TYPJ LlICBMENT' FLORIDA EXTRUDERS ,o ° AL,'.I ATnu: SER. 1000/ 1500 FIN: SHEET 1 -OF . "2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2. OF. 2).. FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: DATE: 2/6/02 SCALE: N T S DWG.: 1 HMF I N 0 IC C00 F..1./DESiGNEF PiCAL MULUCN TO CONCR__ C JAM2 w E WHERE I r A' i• L' S TO JA).: W, ERE ETA!' x CTS='-L YP) T yS' = L 2' X a• TU9_VMULll0r5 ARE pro v 1/4 SE' c TAFFING SMS n ^F k 3/4 SEI.= II TAF?iNG SMS II I i _ - 'ritICONCRETEORNP.S..NR. i '• SEALA;1: 3= iJ c vi-NM FLANGES- Lt I SEAL9NT BETVEEI,J '—oe x 3:4 SE:_= V:N= FLANGES TAPP:NG SHS SEAL;.,4T EETV_LN \ VIN-3V FLAWS SECT10N A —A (I i L t4JLLi:a. r CGG P.':./DESiGNE:Z 1 SILL (TYR) 6 X 3/4 SELF TA?FiNG SHS i X 2. 7/15 X 1/6 irdlrvr--Vu-llTUBE MU -LION SEALANT BETVEEN N—V FLANGES- L MULLION ke X 3/4 SELF 1DG0 S.H. TAPPING SMS HEAD (TYPJ SEALANT EETVSEN S CTiON A -.A (3) VINODV FL.ANC:S - r 1CD0 F.V./DESIGNER SEALANT EETVEEN j SILL- (TYPJ VINDOV FLANGES I 06 x 3/t SELF L MULLION TAPPING SMS X 4 X I/8 e8 X 3/4 SELF nnn a TAPPING SMS HEAD (TYPJ S CTi0N A —A .(5l. BY I iNST .AT(G.1; ANCHGR 3/:6' i;I43/c I ;/ TAPCC•-N S:G=V ANCkZR Y?.) IIt I Ex:EaNAL M;A-LION O•i: VOEi_/ i I INSTA:!aTiGN CL:F CENTRAL. FLORIDA B. O. A. F. i + `i L,E ePhc` PISIM. S hlANUFACTURERNAME: 7: S ft '• HEAD ( S'iP.) fGdR/DA F RuD RS I F CTiOt•: A -A i 2MASHIE MEE 6 I I ! 1 1 S:'_ L (TYF.) Q V I N? X :/4 SELF TAPFiN_ SMS x 2 7/ 15 x 3/ a S[LL (TYPJ TU?E MULLION ----I F--- 1 1/4' M.N. 6 x 3;4 SELF Er1aED ENT TAPPING SMS 2X4x3/8 1 TUBE MULLION i SEALANT :EEN INDCV FLANGS L Pa M: ILLIC+ X 3/ 4 SELF 1000 S.* t TAPPING SMS HEAD (TYP.) SECTION A — A (4) 100 F.' d./DESIGNER r SL (TYP.) ia X 3/4 SELF TAFF:NG SMS 1 X 4 X 3/8 IJLL f' FVLLM;iEX. 3/4 SEL- TAPPING SMS lo,G S.H. SECTION A —A. (7) xE x 3/A Sms HEAD ( T' P.) SFCT:^^; A--;; rs ._._ M 15 210 LTA: ° ' - A D EV.AT• NV,EWEC FROM EXTERIOR ITITM SER. 10'00/ 1700 FLANGE SHEET 1 OF..2 Hn r nNT / n, i -j7\ C uR iZu AL. ..L. i SE., • 1 ONS • I C Cr 2, F L R iDESIGN PRE'SSuRE CAPACITIES DRAWN BY: M!SH APPROVED BY: 5 1000 S.H. I X 2 X 1/8 1000 S.H. JAMB (TYP.) TUBE MULLION JAMB (TYP.) I C M8 X 1/2 SELF TAPPING SMS L-.SEALANT BETVEENVINDOVFRAME L 14JLLIaN 08 X 1-1/2 SELF TAPPING SMS SECTION A —A (1) IX27/16X 1/8 1000 SA TUBE MULLION 1000 S.H. JAMB (TYP.) JAMB (TYP.) 48 X 1/2 SELF TAPPING SMS SEALANT BETWEEN VINDpV FRAME L MULLION k8 X 1-1/2 SELF TAPPING SMS SECTION A -A' (3) IX4X1/8 TUBE MULLION 1000 S.H: 1000 S.H. JAMB (TYP.) JAMB (TYP.) tl8 X 1/2 SELF TAPPING SMS L SEALANT BETWEENVINDOVFRAME L MULLION N8 X 1-1/2 SELF TAPPING SMS SECTION A -A (5) 1 X 2 X 3/8 TWO BY WOOD DETAIL C TUBE MULLION BUCK BY OTHERS 88 X 1/2 SELF 1 1/8, MIN. 4/ TAPPING SMS EMBEDMENT I 2 X 4 X 3/8 \ SHEATHING ATWEEN TUBE MULLION INSTALLATION ANCHOR •8 VpOD WE L NUILIpN SCREW (TYPJ k8 X l-1/2 SELF EXTERNAL MULLION TAPPING SMS INSTALLATION CLIP MULLION SECTION A -A (2)-'. 1000 SR APPLIES TO HEAD do SILL WHERE 1' X 4' 1 X 2 7/16 X 3/8 JAMB (TYP.) do 2' X 4' TUBE MULLIONS ARE USED TUBE MULLION APPLIES TO HEAD k SILL WHERE 1' X 2' do 1' X 2 7/16- TUBE MULLIONS ARE USED 08 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR tk 1/2 SELF M8 VpOD SCREWNGSMSAIB -(TYP.) SILL CLIP SEALANT BETWEENi8X1-1/2 SELF SEALANT BETWEEN TAPPING SMS VINDUV FLANGES t MULLIaN 1 1/8• MIN., VINDOV FRAME EMBEDMENT L MULLION SECTION A —A (7) SMCArHM T p8 X 1-1/2 SELF. TAPPING SMS DETAIL C SECTION A -A ('4) AUXILIARY PLATE 4 X 3/8 T3•Q ' FOR ADDITIONAL.ANCHORS, WHEN REQUIRED) MULLION JXTUBE r' n 1DA A A O _ O 08 X 1/2 SELF TAPPING SMS SEALANT BETVEEN VINDOV FR/NE L MULLION R8 X,1r1/2 SELF TAPPING-SMS SECTION A —A !6) 08 SELF TAPPING \ SMS (TYP.) ` DETAIL B MULLION ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL, 'Nc SANFORD, FLORIDA TITLE: SER. 1000/ 150.0 FIN SHEET. 1 OF 2 VERTICAL MULLION SECTIONS I F 3 Zp02 SEE OTHER S I DE ( SHEET 2 -OF 2) FOR . DESIGN PRESSURE CAPACITIES: - DRAWN BY: MSH APPROVED BY: DATE:2/6/02 SCALE:NTS DE 1VMF'IN y iJ_ nr. c !- i X 2 x :i U2= 1GDC S.H. N 1 M Lili JAM= (7rJ 1 irC X !/_ SELF vim'•. • . i.A:CLc . a wULLIGN TApPi\`SMS 5}CTIU H—A. , i r-: X. c 7/:5 : :/c T(LE MULLivN JAM_ (TY?J JAMB (TT?.) S X i/2 S`":-F TAPPiti- SMS SEALANT BETWEEN VINMV FLANGES b MULL ICN L- 48 X 1-1/2 SELF TAPPING SMS S=.C110N A —A ; S 1 X 4 X I/E TUBE MULL!^N x2x3/e TUJ-: ML:! '3*4 d1 i A.= xli St!$ SEALANT. BETWEEN XX -1.LF SELi c a X -E -\ K!L S7.-! GIN' A —A (2) r i X c iilE XJ/6 1GDJ ;t- S TUEL M ~_LION JAMB (TY?.) ON:, BY WOOD__ Or -TAIL C i 3L;CK BY GT;LRS \ 1 1/4' M!N, STAL:4TI .N pti::4r.<' 3/IE' L-A. R\AL MILLION . i, J i •i TY°Jl .ti::1-Cti TO erONt,K _ 0 HEAD J:.. Jh i :•._ LIES !,PEA) & SiLL WHERE 1 X L i ce' X _ _ueE hl:,,. cizs tE USECi. ot-A!t O tlE X !/2 SELF I r 111STAiiATIal ANCMQR c TAPrING Sus ! I 1 ra9X ::2 SELF I' J/!E' DLA. APCCN TAPPING SMS I I SCKEV ANC ROn (TYP.) 1 S:LL CLIP SEALANT BETu<EM a X !-1/2 SELF TAr?iNG SMS SEALMT BETWEEN VINVQV FLANGES 11/4, His., VINDCV FLANGES b KILLION Q •• EMBEDMENT b MULL!CN it TI N A — A iI TAPPING 'SMS w. RECASTSILL BY.O.HUS CTQ J —A (4 i i Y L1x!! I GR.aGG:TIChAL ANCHORS, V==N REZ;WRED) X 1 X 3/5 TUB_ MULLION r'---------- T 13. I I A _ i A 4MB ( TYP.) 1 JAM3-(TYP.) L= 1Ah_ F i - O EL_ 4 Ivf —L 2 X I/2 SELF oe X 1/2 SELF I VIEWEC FRRO%! EXTERIOR TAPII< G SMS 7A?PiI:G $MS ----- 'FLORIDA EXTRUDERS INTERNATIONAL; INC SANFORD, FLORIDAv^b ; TTTLE•_ SER. 1000/ i -u0-'FLANGE' SHEEN 1. 0F 2 1 - _ SEALANT [ETVEEN SEALANTN VINDOV CL4N_$ V(N9DL PLANEE-S I SCCEITHER SIDE C SI"ICCT-:`c b MUL LIONbr. a-taH L ESIGt(. PRESSURE : CAPACIT.IEs;.` E x sELF ` 116 x 1-1/2 SELF TAPPING SMS TaPtr( e_Sws. _ FEB 1 ' DRAWN BY: MSi `APPROVED BY: _ c7F'TIO?ti - P , J`I Jr1.11J'y H-p iC! L DATE: 2/ 1 /Q 2 SCALE: ; T$ I DWG.: I b"FL G ao m r I X Z x 1/e Iccc fir..--i x 2 x ;/e ICCC SJ i / TUBE M_`^ -- e x sELr ae ? :/_ S Z x C 4 X 3/6 AD_•'S rTAGiNV $M$ 1 .... TLC_ i!L _L:::.N ep. c rTYo • s_ Au- SEA! _-NC J";vEEN _ _ x 2 7/16 X, /e x 2 7/IE X 3/e JAM; ( TYP.: '( j JAMS (-YPJ tie X 1/2 SELF no x I/2 SELF TAPPING SMS r AlINO SMSTYPECAL TO ' r.ORIZCNT4L MULLION10 4u1_L'CN lam\ SCE;. 12112111zl2r 1 SEALANT 3ET EE% v;Ncav FLANGTA ES J x 1-:/2 SELF'IO.v P?' NG SMS SEC T iON A —A4 7) . 1 SEALANT EETWEEN SEALANT BETWEEN WInD'OW FLANGES vinG3WFLANG' X l-1/2-SELF N:. TA. PiN*. SMS t Ib'LLIQv \ LL'OII ' . ,a v ,__ii2. ScL SFCT;ON, A. — A. Q CT;0N C—A 4 TAPPING S!(SC r / 1 x < X i/E TU?E MULLION IOec s.Ij. Ices• S.N. f 6 x 1/ 2 SELr TAPPING SMS I x <X 3/8 i j . A 8^ I TU-- ' (' ION TIT I cic TaPPiNG O! T o•. A ; FLEV,-i(}N p i,, INTERNATIONAL, INC a x I/ 2 SELF FLORIDA EXTRUDERS SANFORD,' FLORIDA TAFPiNG SMS rrLE: SER 1000/ 1 500. = LaNGE SHEET 1 'OF-2 VERTICAL MULT ON NTO HEIRIZONTA_ iJ;_Air C IX ''OK CX P'U'l-L II TNTERNA;_ CLIP X OR ?X MJLL C'YP.) r:NST:ATI_ r; AvCNCR E VIA TA CO.v SCREW AVC:(CR , TYPJ NI.Y Q • IB-_ EN=aDY. ENTtP3ECASTSI L 3Y OTHERSAUXILIARY PL4Tt I ( iJ4 AJL: TI0NAL ANCHURS. WHEN REO IREL% 1 I I O O O SEALANT BETWEEN SEAIaNr e_T _N I SEE OTHER S I D= < SHEET' 2. OF 2) WINCuv FLANGES Ws; rW r_:..aLs ke x 1-I/2 Sr: •- DES i GN'. PR- SS•URS CAPAC I,T I ES NULL MN L NU'-:-IGN . .. T4PFINv Si!S a x 1-t/2 SELF K "yi TAPPING SMS .. . r — In. 1e.; FGB 1 5 &: o DRAWN BY:MSH: APPROVED HY: SECTIO; A —A ( 5)' SE11:T; : .—N. DATE:I SCALE: TS DWG.: 1VN:HMrLG. 3/ SEALANT BETVEEN APPLIES TO HEAD & SILL WHERE i' X 4' VINDOV FLANGES AUXILIARY P A DETAIL & 2' X 4' TUBE MULLIONS ARE USED L MULLION 2000 P.V./DESIGNER 2000 P.V./DESIGNER O'M ADDITRIUL AMCKWS..VIEN REQUIRED) SILL (TYP.) SILL (TYP-)O M8 X 3/4 SELF 68 X 3/4 SELF SHEATHING' TAPPING SMS TAPPING SMS IX27/16X1/8 1X27/16X3/8 TUBE MULLION / TUBE MULLION /— INSTALLATION ANCHOR R8 WOOD SCREW (TYP.) SEALANT BETWEEN WINDOW FLANGES MULLION EXTERNAL MULLIQN INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS 68 X 3/4 SELF 1000 S.H. TAPPING SHS HEAD (TYP.) SECTION A -A f 1) WA s " FRE N8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) 2000 P.V./DESIGNER SECTION A -A (2) SILL (TYP.) 68 X 3/4 SELF TAPPING SMS 2 X 4 X3/8 TUBE MULLION SEALANT E WINDOW Ft 16 MULLION SEALANT BETWEEN SEALANT BETWEEN 68 X 3/4 SELF VENDOV FLANGES WINDOW FLANGES TAPPING SMS t MULLION L HLILIIQN 2000 P.V DESIGNER SILL (TYP.) 2000 P.V DESIGNER SILL (TYP.) 1000 S.M. HEAD (TYP.) a8 X 3/4 SELF TAPPING SMS I x 4 X 1/8 TUBE MULLION R8 X 3/4 SELF TAPPING SMS r SECTION A -A (5 ) I x 4 X 3/8 . TUBE MULLION 8 X 3%4.SELF ` 08 X 3/4 SELF 1000 SA.TAPPING SMS TAPPING SMS1000SA HEAD (TYPJ HEAD (TYP.) SECTION A -A (3) SECTION A -A (4) MULLION APPLIES TO MEAD & SILL WHM I' X 2' k V X 2 7/16' TUBE 4UUJONS ARE USED DETAIL DtATlmc F=====i r7 Ll 1/8' MIN. EMBEDMENT I DETAIL C-\ 111SIALLATlQ1 ANCIM I8WOODSCREV CTYP) MDRQ. CLIP 1 1/8• MD1 EMBEDMENT FLORIDA EXTRUDERS CORD. FLORIDA TnU:SER. - 2000 FIN SHEET 1 OF: 2 - fiWTN- HORIZONTAL MULLION SECTIONS TRIPiF ". ; ., . SEE OTHER SIDE ( SHEET 2. OF 2) FOR DESIGN . PRESSURE,<CAPAC I T IES,'::. DRAWN BY: MSH - APPROVED BY: DATE:2/6/02 I SCALE: N TS DWG.: 2HMF INTR 30 r2000 P•V./ESIGNER SILL <TYP.) I RB.X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE MULLION SEALANT BETVEEN SEALANT BETVEEN vLNDQV FIANCES VINDOV FLANGES— t MULLION A t MULLION .. v \—8 X 3/4 SELF 2000 S.M. TAPPING SMS HEAD (TYPJ SECTION A —A (1) CENTRAL coh 0 A ' VJ,C`LEF, Fll.F # SEALANT BETVEEN VINDOV FLAHMS t MULLION 00 P.V./DESIGNER SILL (TYPJ 08 X 3/4 SELFTAPPINGSMS 1 I X 4 X1/8L20, T TUBE MULLION TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE I- X 4- DETAIL B do 2' X 4' TUBE MULLIONS ARE USED) Q r 2000 P.V DESIGNERSILL (TYP.) CONCRETE OR MASONRY_ 08 X 3/4 SELF BY OTHERS \ TAPPING SMS1X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16' DIA. TUBE MULLION TAPCON SCREV ANCHOR (TYPJ OEXTERNAL:MULLMN ONEBYVOODINSTALLATIONCLIPBUCK BY OTHERS 2000 P.V DESIGNER - MULLION 08 X 3/4 SELF . SILL (TYP.) 2000 S.M. TAPPING SMS HEAD ( TYPJ IS X 3/4 SELF - SECTION A —A (2) TAPPING SMS 2X4X3/ 8 TUBE MULLION Q SEALANT BETVEEN VINDOV FLANGE t MULLION If 08 X 3/4 SELF TAPPING ' SMS r-2. 00 S.M.- . _ ._.. . 2000 P.V./DESIGNER HEAD (TYPJ SILL .( TYP.) SECTION A —A eX3/4 SELF (5) TAPPING SMS - - _ - .... _' : . IX4X3/ 8 _. TUBE MULLION ELEVATION SEALANT, BETVEEN' VINDOV FLANGES t MULLIIIN __ 71 48 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS 2600 S.H. 2600 SFi HEAD ( TYPJ HEAD (TYPJ SECTION A=A (3) SECTION A —A (4) L1 . 1/4' MIN. EMBEDMENT r--- A L A VIEWED' FROM 'E)CIERIOR FLORIDA"- EXTRUDERS sSANFOR 00FLoa TME: SER. _ 200,0 :FLANGE --SHEET- TRIPLE HORIZONTAL MULLI N_,SECT.IONS.'. SEE / OTHER SIDE ( SHEET 2 OF.-.2) FOR DESIGN = PRESSURE=;CAPACITIES C : .. J. 18 91001 DRAWN aY: MSH' • Ar MOVED: BY:' "-..:': -- DATE: 2/6/02— 1 ScAMNTS- nwG.:-:=2HMFLGTR UK JP ISEALANTINDOV 'FLA L MULL BETVN DETAIL C TYPICAL VERTICAL TO HORIZONTAL MUCUON TO MULLION 1X OR 2X MULL INSTALLATM SCREV INTERNAL CLIP 2 X 4.X 3/8 TUBE HULLION SEALANT BETWEEN - I8 X I-I/2 SELF 2000 SHSyvIN00vFLANGES_ TAPPING'SMS JAMB (TYP.) 1-1/2 SELF I 4MLILLION -- _ L 1X OR '2X MULL 08 X - - TAPPING SMS AI 08 X 1/2 SELF SECTION A -A (2) TAPPING SMS L4STAL_ATmN ANCHOR SECTION A -A (). E __ 3/16• Du TAPCON SCREW ANCHOR (M.) 1 X 4 X 1/8 1 X 4 X 3/- __ _ _SD1 CLIP II II TUNE MULLION TUBE MULLIONN I X 2 7/16 X 1/8 2000 S.H. TUBE MULLION JAMB (TYP.) 7 X v2 SELFaVVVTAPPINGSMS 11 IX27/16X3/8 TUBE MULLION 7 08 X 1/2 SELF TAPPING SMS A 2000 St{ SEALANT BET 2000 S.K VINDOV JAMB (TYP.) ..JAMB (TYP.) L M. I8 X 1/2 SELF 08 X 1/2 SELF TAPPING-SMS TAPPING SMS i Q VEEN' ... 08 X 1-1/2 SELF 1 1/4' MIR FLANGES TAPPING SMS Q -- EMBEDMENT LION IqSECTION -A-A (5) \-' 1- PRECAST SD L BY OTHERS AUXILIARY -PLATE FOR ADDITI13NAL ANCHORS,-VHEN REOUTRED) NAIL C / :._ .. .,:0 • SEALANT .gETVEEN' SEALANT BETWEEN I8 X 1-1/2 SELF ../ - - O VINDOV•FLANGES WINDOW FLANGES TAPPING SMS / r L MULL.mN • MULLION A A . . 08 X 1-1/2 SELF MULLION TAPPING SMS SECTION A -A (3) SECTION A -A (4) 08_ SELF TAPPING SMS (TYP.) .DFTA BELEVATION VIEWED FROM EXTERIOR WMATIONAI, INCFLORIDAEXTRUDERSCENT h 3 I N -mu: SER.. 2000 FLANGE SHEET•-'1 `--OF 7 2 t/VERTICAL oRl SEE TER -S. DEN SHEET: 2 OF 2) . FOR,: DESIGN •PRESSURE'CAPACIT<IES.:= .; 1 8 2882 DRAWN BY: JBH APPROVED ax:'= DATE:2/2/02 .:.. SCAI:E: NTS.... DWs.::.,2VMHMFLG _ fs AUXILIARY PLATE p' TGR ADDITIDMAL ANCMRS. VH CX REOUVZU) Ll`;TrF L_LL' u:HP_. Ni.?. t' . O AI C CTuaR NAM-* FILEo_ o SEALANT BETWEEN +if WINDOW FLANGES _ MULLION MHILIOM . 2000 P.W./DESIGNER 2000 P.V./DESIGNER O ' SILL (TYP.) SILL '(TYP.) 68 X 3/4 SELF tl8 X 3/4.SELF TAPPING SMS. TAPPING SMS TWO BY WOOD BUCK.BY OTHER 1 X 2 7/16 X 1/8 1 X' 2. 7/16 X 3/8 TUBE MULLION TUBE MULLION SEALANT BETVEEN 1 ommatmil" R8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (1) SEALANT BETWEEN SEALANT BETVEEN WINDOW FLANGES VINDaV FLANGES MULLRIN' L MULLION 2000 P.V./DESIGNER SILL (TYP.) R8 X 3/4 SELF TAPPING SMS 1X4X1/8- TUBE MULLION a8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) . APPLIES TO HEAD & SILL WHERE I" X 4" k 2- X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR tl8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION 2000 P.V./DESIGNER nETAa / / r' A SILL (TYP.) H8 X 3/4 SELF / 1000 S.H. TAPPING SMS q8 X 3/4 SELF HEAD (TYP.) / TAPPING SMS SECTION A —A (2) TUBE MULLION I 1 17 MINLEMBEDMEN Ft N SEALANT BETWEEN VIEWED'FROM EXTERIOR WINDOW FLANGE MULLION OETAfL R. APPLIES 7D HEM. WHERE 1' X 2'- •- - k-I'.X 2 7/16-. TUBE YVLLK)NS ARE USED INSTALLATION ANCHOR I8 VOOD SCREV TYPJ 2000 P.V./DESIGNER 08 X 3/4 SELF \- IORIL CLIP SILL (TYP.) TAPPING SMS TAPPING SMS —1000 S.H. SECTION A -A (5) I I Yg' MIN q8 X 3/4 SELF I X 4 X 3/8 HEAD (TYP.) i EMBEDMENT TUBE MULLION FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD, FLORIDA L. J. T1TLE:SER. 2000 FIN SHEET 1 OF 2 .: YEB TWIN HORIZONTAL MULLION SEC-TI NS SEE OTHER SIDE (SHEET2 F .2) FORx 3/a SELF DESIGN PRESSURE CAPACITIES1000 SATAPPING SMS f.2 - .. . - _ •,, . _', . .. HEAD ( TYP.) DRAWN BY: MSH APPROVED: BY: = SECTION A —A (4) DATE:2/6/02 SCALE: NTS 7 . nwc.: 2HMF INTW a TYPICAL MULLION TO CONCRETE m JAMB APPLIES TO JAMB WHERE 1' X 4` AI Q2' X 4' TUBE MULLIONS ARE USED) 2000 P.V./DESIGNER 2000 P.V DESIGNER SILL (TYPJ SDJ (TYPJ 8 X 3/4 SELF 8 X 3/4 SELF. TAPPING SMS " I X 2 7/16_X 1/8 TAPPING SMS 1 X 2 X 3/8 TUBE MULLION LLBEMULLION SEALANT BETWEEN SEALANT BETWEEN ZVDVO(IV FLANGES' WINDOW FLANGES L 14JLLION L MULLION 8 X 3/4 SELF 8.X 3/4 SELF " 2000 SRTAPPING SMS 2000 S.H. 'TAPPING SMS C HEAD (TYP.) HEAD (TYPJ SECTION A -A (1) SECTION A —A (2)' SEALANT BETWEEN VINDOV FLANGE L MULLION CONCRETE 0R MASONRY BY OTHERS ' INSTALLATMN ANCHOR 3/16' DIA. TAPCON SCREV ANO-CR (TYPJ EXTERNAL MULLION ONE BY WOOD. INSTALLATION CLIP BUCK.BY.OTHERS MULLION 2000 P.V DESIGNER _ SILL (TYPJ 8 X 3/4 SELF N#APPING SMS 2 X::4.X 3/8 TUBE. MULLION 1 1/4' MIN. EMBEDMENT GAR/Da ,r7y1 1106RS DETAIL B r A 8 X 3/4 SELF L A TAPPING SMS SEALANT BETWEEN . VTNDOV FLANGES S.H. L MULLION 2000/ 2000 P.V./DESIGNER 2000 P.V./DESIGNER HEAD (TYPJ SILL (TYPJ SILL (TYPJ SECTION A —A (5) 8 X 3/4 SELF N8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 4 X 1/8 1 X -4 X 3/8 F_L.EVM0N TUBE'MULLION TUBE MULLION VIEWED FROM .EXTERIOR SEALANT BETWEEN FLORIDA EXTRUDERS. 00, FoRMA VINDOV FLANGES L - - - V2000 TiTt.E: SER.; 2000. FLANGE.....SHEEj, T: OF:-,?:' TGIN'HORIZONTAL•MULLIO' SECTIONS# 8 X 3/4 SELF#8 X 3/4 sELF SEE OTHER SIDESHEET' 2 DF -2) FORTAPPINGSMSTAPPINGSMSS.HzOODsJa.DESIGN_-"PRES"SURE_. CAPAC:ITI,ES HEAD (TYPJ HEAD (TYPJ SECTION A —A (4) . SECTION A=A (3) 1 F B 20C2 DxRAwN By: MSH '.. aPPROVED-BT..: DATE;2/_4_/•02..... scJu>;,NTS nRc`. :2HMFL'GTW 6 SEALANT BETWEEN WINDOW FLANGES L MULLION AUXILIARY PLATE M ADDITIONAL ANCHORS. WHEN REOUIRED) Q. CENTRAL FLOR A B. ®. k F. MANUFACTURER NAME: o -o FL — LUSTER FILE # 7 2000 P.V DESIGNER 2000 r.VJYC 1 mCR 1 _ SILL (TYP.) SILL' (TYP.) a8 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS. 1X27/16X1/8 1X27/16..X3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEM . WIN] FLANGES L MULLION R8 X 3/4 SELF 1000 SR TAPPING SMS HEAD (TYP.) SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN WINDOW RANGESWINDOWFLANGEStMULLIONtMILLION 2000 P.V./DESIGNER SILL (TYP.) R8 X 3/4 SELF TAPPING SMS I x a x 148 rul —1 TUBE MULLION 08 X 3/4 SELFL-1'.1TAPPING . SMS 000 SA HEAD ( TYP.) E- r`Tin AI A —A /il 4 SELF ING SMS MEAD ( TYP-) SECTION A —A (2) SEALANT BETWEEN WINDOW FLANGE L MULLION 2000 P.VJDESIGNER \ SILL ( TYPE \ N8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 1 T TUBE MULLION n8 x 3/4 SELF TAPPING SMS 1000 S.FL HEAD ( TYP.) SECTION A —A (4) AI C APPLIES TO HEAD & SILL WHERE 1" X 4" 2' X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 48 WOOD SCREW ( TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION yQAP. -. r A 2000 P.V./DESIGNER TA SILL ( TYP.) A kL_ J x 3/4 / TAPPING SMS / 2 X 4 X 3/8 TUBE MULLION 1 1/8' HIM. EMBEDMENT ELEWATION VIEWED FROM :EXTERIOR pFTAIL 8 APPUES HD SILL WHERE I' x 2" X 2207/16- TUBE MULLIONS ARE USED INSTALIATTCN Amom . SECTION A — A (S—) e vooa sGtEV RYP) MORR CLIP . p8 x 3%4 SELF - .. TAPPING SMS 1000 S. H. I I/B' MIN HEAD (TYP.) EMBEDMENT FLORIDA. EXTRUDERS., FORD,.FL IMA TITLE: SER. 2000 FIN SHEET 1 OF 2 HORIZONTAL*MULLION SECTIONS ' v V SEE OTHER SIDE (SHEET 2 OF. 2) .FOR DESIGN PRESSURE. CAPACIT:IES. 1 EB 2002'. = DRAWN BY: MSH APPROVED_BY:._.___ DATE:2/ 6/02 SCALE:NTS -, DWG.: -2HMFIN:.- •. TWO BY WOOD BUCK BY OTHEF S ti TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE I- X 4' DETAIL 8 h 2' X 4' TUBE MULLIONS ARE USED) Q SEALANT kTVEEN SEALANT BETVEEN CONCRETE OR MASONRY VINDOv FLANGES VINDOV FLANGES BY OTHERS L MULLION - L MULLION 2000 P.V./DESIGNER 2000 P.V./DESIGNER r SILL (TYPJ SILL MP.) r 48 X 3/4 SELF M8 X 3/4 SELF TAPPING SMS TAPPING SMSIX27/16X3/8 I X 2 7/16 X I/8 TUBE MULLION TUBE MULUON tl8 X 3/4 SELF tl8 X 3/4 SELF TAPPING SMS 2000 SJi 'TAPPING SMS2000S.M. HEAD (TYP.) HEAD (TYPJ SECTION A -A- 1) SECTION A -A (2) SEALANT BETVEEN VINDDV FLANGE L MULLION v I og/ A - SEALANT BETVEEN lA SEALANT.BETVEEN VINDOV FLANGES VINDOV. FLANGES L MULLION ..L MULLION .. . 2000 P.VJDESIGNER 2000 P.V./DESIGNER SILL (TYP.) SILL (TYPJ 08 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS I X 4. X 1/8 I X 4 X 3/8 1 T TUBE MULLION JM74__-Vnj`TUBE MULLION tl8 X 3/4 SELF 1tl8 X 3/4 SELF TAPPING SMS.. 2000'' SJi " TAPPING SMS 2000 S.H HEAD (TYP.) HEAD (TYP.) SECTION A -A (3) SECTION A -A (4) INSTALLATION ANCHOR 3/16' DLA. TAPCON SCREV ANCHOR (TYPJ ONE BY VODD EXTERNAL MULLION INSTALLATION CLIP BUCK BY OTHERS MILLION 2000 P.VJDESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS 2 X' 4 X 3/8 QTUBEMULLION I « 1 1/4' MIN. EMBEDMENT DETAIL B A tl8 X 3/4 SELF TAPPING SMS 2000 S.M. HEAD (TYP.) SECTION A -A 15) ELEVATION VIEWED •FROM EXTERIOR FLORIDA EXTRUDERS 'nTT, INCFLORIDANA4- .. ,SANFORD, FLOIDA I1u: SER. 2000 , FLANGE SHEET: l OF:; 2 HORIZONTAL MULLIONC' SECTIONS SEE OTHER SIDE (SHEET- '2 OF 2).;-FOR DES IGW PRESSURE-,CAPACiT•IES - DRAWN BY: MSH APPROVED -BY- ;- DATE:2/4/02--- SCAL$:NTS----DWG.:-'--2HMFLG:.:•=:-_:....- dy 2000 S.H. 2000 S.H. JAMB (TYP.) 1 X 2 7/16 X 1/8 JAMB (TYP.) TUBE MULLION 48 X v2 SELF. " TAPPING SMS rt IX27/16X3/8 TUBE MULLION_ 2 X 4 X VB TUBE MULLION 08 X 1/2 SELF TAPPING :SMS 2000 SJt JAMB (TYP.) RD SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME WINDOW FRAME L MULLION L MULLION a8 X 1-1/2 SELF aB.X 1-1/2 SELF TAPPING SMS TAPPING SMS' SECTION A —A (1) SECTION A —A (2) TWO BY WOOD — BUCK BY OTHERS DETAIL C 1 1/8' MIN. .. EMBEDMENT SHEATHING INSTALLATION ANCHOR 08 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION APPLIES.TO.HEAD do.SILL WHERE 1' X 4' 2' X"4" TUBE MULLIONS ARE USED a8 X 1/2' SELF APPLIES .TO HEAD &. SILL WHERE 1' X 2* BID TAPPING SMS 1, X.2-7/16" TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETAI a8 WOOD SCREW TYPJ SILL CLIP CENTRAL- SY+OdCxu A B.-0.A.1C. SEALANT BETWEEN ..•:.. _.: ..._: _. ... .. ... ... ._.. 08 X.A-1/2 SELF WINDOV'FLANGES 1 1/8' MIN. Y GoaRlPr, 99C;m v81aR1Z NAM: TAPPING SMS SECTION X MULLION EMBEDMENT A—A(5.. SMUTND4 —t 41 WASTER ME# I X 4 X 1/8 1'X'4-X 3/8 TUBE MULLION _.'TUBE MULLION 2000 S.H. 2000 JAMB (TYP.) JAMB (TYP.) a8 X 1/2 SELF. a8 X 1/2 SELF TAPPING SMS TAPPING SMS 7. SEALANT BETWEEN - SEALANT BETWEEN WINDOW FRAME VINDOV FRAME. MULLION .._ .. .. , ; L MULLION a8 X..1=1/2 SELF..._ ... ......:..... .. .._::.._:_._.a8..X 1-1/2 SELF TAPPING. SMS" - TAPPING. SMS SECTION A=A (31 . "= `- SECTION "'A —A (4) DETAIL C "` SMS (TYPJ:. `- p T1AIBMULLION ELEVATION, VIEW -FROM EXTERIOR _ FLORIDA' EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA TITLE:SER.-" 2000 FIN SHEET 1 -OF'2 VERT I CAL ..MULL I ON:: SEC.T.I ONS _ SEE OTHER SIDE < SHEE-T 2 OF .-2) . 'FOR i - DESIGN PRESSURE: -CAPACITIES DRAWN BY:MSH I APPROVED -BY: DATE:2/6/02 SCALE: NTS DBG.:. 2VMF I N 2000 S.H. JAMB (TYPJ 2000 S.H. JAMB (TYPJ ONE BY WOOD DETAIL 1 X 2 7/16 X 1/8 ' 2000 SJ{ I X 2 7/16 X 3/8 BUCK BY OTHERS TUBE MULLION JAMB (TYPJ TUBE MULLION CONCRETE OR MASONRY' BY OTHERS 1 1/4' MIN. Q QJEMBEDMENTQ 3 08 X 1/2 SELF a8 X 1/2 SELF TAPPING SMS TAPPING SMS INSTALLATION ANCHOR 3/16' DIA' TAPCON SCREW ANCHOR (TYPJ EXTERNAL MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION a8 X 1-1/2 SELF TAPPING SMS SECTION A —A (1) IX4X1/8 TUBE MULLION 20M SA JAMB (TYPJ a8 X 1/2 SELF TAPPING SMS V ATIONINSTALL CLIP 2X4X3/8 SEALANT BETWEEN - TUBE MULLION .. -. .. .. _ WINDOW FLANGES TYPICAL WWON TO CONCRETE O HEADMULLEIN2000SxMULLION (APPLIES TO HEAD.-k SILL.WHERE 1' X 4a8X1-1/2 SELF JAMB (TYPJ & 2'- X '4', TUBE MULLIONS ARE USEDTAPPINGSMS ; , SECTION A —A (2 D_. a8 X 1/2-SELF ' TAPPING SMSpt INSTALLATION ANCHOR 3/16' DIA. TAPCON 1 X 4.X3/8.SCREW ANCHOR (TYPJTUBE MULLIONSILL CLIP a8XTAPPING. SMS VINDOW-FLANGES MUILIDN ,:' 1 1/4' MIN. SECTION A=A (5)EMBEDMENT DETAIL C- - - PRECAST-SrLL- Y-OTHERS 1 AUXILIARY.`PLATE a8 X 1/2 SELF TAPPING SMS CL> aSEALANT BETWEEN• SEALANT BETWEEN VIMMV FLANGES - WINDOW FLANGES ANL MULL113N - L MULLION . 7aeX1-1/2 SELF C8 X-171/2 SELF TAPPING. SMS TAPPING SMS SECTION A —A (3) SECTION A -A (4) ACT N_ LORVASTER- IFELE FOR ADDITIONAL ANCHORSr_V_HENREQUIRED) E) : p _.._ SMS ( TYPJ DETAILB MULLION ELEVATIONO VIEWED FROM EXTERIOR FLORIDA', EXTRUDERS ° f A- VA: SER. 200_ :F ANG SH E .' -1 . 2VERTICAL MULLIONSECTIONS--; SEE THER-; S-I-DE'=;SHEET,; 2 F 2):,,FOR. 1. 8 32(;8? DESIGN PRESSURE" -CAPAC•ITIES. DRAWN BY: JBH ' APPROVED' BY: 27P. Y a8 SELF 1 f MIAMIOADE PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. Jcferson, P.O. Box 76 , Pittsburgh ,KS 66762 hi[Aryll-DADE COUNTY. FLORI[ METRO-DADE FLAGLER BUILDIN, BUILDINC CODE COMPLIANCE OFFI+ Mfsl'RO-DADC FLAG1.F.R BUILD1< 140 w1.s*t' FLAGt.lilt s-ntIiL'T, sUrn: 16 MIAMI, FLORIDA 33130.15 305) 375-2901 FAX (305) 375-25 oN'I'IL\CCott I.Ict•:Nst,Yt; 11SCr1 3us) 373.2527 I'AN (JU$) 375•:' WN't'ILWI,olt 1:N1 o1iC'1:,111:N'1' Utl'I I 305) 373.29" I -AN (305) 375-2, t,ttouut: r coN*rtwt, wvis1- 303) 375.2902 I'AX (305) 372-6 Your application for Notice of Acceptance (NOA) of Entergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) underthe conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t' product or material at any time from a jobsite or manufacturer's plant for quality control testing. If 1 product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend 1 use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor Buildin` Ccde. The expense of such testing will b:: incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raul tcoartgucz Chief Product Control Division THIS IS THE COVCRSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE R PRODUCT REVIEW COIN1ITTEE 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. Francisco J. Quintana, R.A. Director Miami -Dade County A .!PROVED: 06105/200i Building Code' Complinnce 01'Iic 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 insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approvcd drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-NVIE Insiving 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)," prcparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co' Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.! This approval applies to singl: 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 Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is'less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the arcs arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will rectuire a hum, pi- otection systern. 5. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade Counly Product Control Approved 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acccptancc 6.1.2 Duplicate copies ol'the: approved drawings, as identified in Section 2 of this Notice of Acccptancc, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co. SFBC) in or:icr to properly evaluate the install ion of this system. Manu l [ cre2, P.E. Product Co C Exaw Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi. and 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 initil submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate feel and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acccptancc as %vcll as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFT111S ACCEP"'ANCE Manu Pcrcz, P.E.; Product Con tr :ram Prod u 'ntroI Division Glazed Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Inswing 1Singles1 2.0" 2'6" X 2'8" 2'10" 3'0" 3T 1 I COP-WL-MA0141-02 9.1 02-0419.08 Application Filed) t• 1 52.0 I. NO Not Listed Not Listed I X0, OX. OXO I 1 1 2'8" + l'O" 1Internationalr COP-WL-MA0143-02 02-0419.08 Application Filed) 9• Railing 52.0 NO 2'8" + 17" 2'10" + 1'0" 2'l0" + 1'2" 37 + 17 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 I NO I 1 l '0" + 2'10" + 1'0" 1'T + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 3'0" + l'O" 17' + 2'10" + 1'2" 1'2" + 3'0" + 17" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2' 10" + 2' 10" + 2' 10" 3'0' + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO I t 2'8" + 2'8" 2'1C" + 2'l0" 3'0" + 3'0" 2.6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2.8" + 2'8" + 2'8" + 2'8- 2'l0" + 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.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local bui?ding codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, Ai:=012 & PAK' . O akaft ARkEK'" I'll'V.XC1.A.S[ I.n•TIIY+11OOR% f—,h.1(rr D" 0-1 t0a4'hnf:0 01-01— W 0' )t" I "IIDIO'.11MM m)In 10101101;o S. &SQD MO 0.00.t1 clam ;Wit:l ID (hMgO «IOW 061itl. Masonite International Corporation Glued Units X X0, OX. OXO XX, OXXO FIBERGLASS DOORS 6'8" Height — Outswing 2'0" COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6' 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Mulliples,lh) 2'8" + IT Masunite Internalionaltl COP-WL-MA0163.02 BCCO 02-0418.03 Application Filed) r• Raling ImpactRated 55.0 NO 2'8" + 17' t-- 2 113" + 1'0" 1 2'10" + IT, 3'0' + 1'2" 1'0" + 2'8" + 17 COP-WL-MA0164.02 02-0418.03 Application Filed) 55.0 NO I I IT + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0' + 1'2' 2'6" . 2'6" : 2'6" 2'8" + 2'8" + 2.E_ 21V + 2'10" + 2'10" ) 37 + 3'0" + 3'0" 2' 8" + 2'8" COP- WL-MA0162-02 02- 0418.03 Application Filed) 55.0 NO 2' 8" + 2'8' 2' 10" + 2'10" 3' 0" + TO" 2' 6" + 2'8" + 2'6" + 2'6" COP- WL-MA0165-02 02- 0418.03 Application Filed) 55.0 NO 2' 8" + 2'8" + 2'8" + 2'8" 2' 10" + 2'10' + 2'10" + 2'10" TO" + 3'0" + 3'0" + 3'0" Jtes: 1. Cccr a. rngernenls using fewer panels than win! is shovrn in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masorthe Warnstional website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCF 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201. PA202 & PA203. Oa - edt Aft _K"' g1Y1 .rlr Ile n I'. 7..w'1 .1'1 h''1'NY 1100nt tYn4-0 t4.04.. 1w. O.:.: w O"•ii.r o.... VVVIII AJ11 } 9. 7W7 Ow mouau,o c,oa'am of Woev, +nclo emrm main wtoucr'mn. o.,iom +"a onJ.a Masonite international C or p o r a t l o r. Glazed Units COP•WL-MAO10O-02 FIBERGLASS DOORS 8'0" Height — Inswing X 2'0" COP-WL-MA0146-02 02-0423.01 Application Filed) 40.0 NO 2'6" 2'8" 2'l 0" 3'6' Not Listed Not Listed ment Multiples, 2'8" + 17 1 COP-WL-MA0148-02 1' , 02.0423.01 Application Filed) 40.0 NO I 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 37 + 1'2" i X3. OX, 1':<0 1'3" + 2'8" + 1'C" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO I t'v""" - 2'10" 17 1'2' + 2'8" + 1'2" 1'0" + 2'8' + 17 1'0' + 3'0" + 1'0" 1'2" +2'l0' + t'2' 1'2" + 3'0" + IT TV + 2'6" + 2'6' 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" i;'+'s'0"+3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0147-02 02-0423.01 Application filed) 40.0 NO TV + 2.8" 2'10" + 2110" 3'0" + 3'0" TV + 2'8" + 2'6' + 2'6' COP-WL-MA0150102 02- 0423.01 Application Filed) 40.0 NO 2' 8" + 2'8" + 2'8" + 2'8" 2' 10" + 2'l0" + 2'l0' + 2'10" 3' 0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements usic.gfewer panels Char. what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from. the Masonite trternalionat website (www.masonite.com) or from the technical center. s. Ir:sta:'ation ins!rectio m are available from the td,zsoniteInternaticnal website (www.masonite.com) or from the technical center. Ac! ua: design pressure requirement for a specific cuild!ng design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builaing 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 PA2.01, PA202 & PA203. Oakes aff ARTEK" Cv ca:un q rc:'va et uraun rcy,o+cncm auln fxCn+r:'a',, Ctigt :,. SIRaCI l.. 1 1.•It I.on Masonite International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing Singles (width) 2'0" Masonile International2. COP-WL-MA0166-02 1• • r 02-0423.03 Application Filed) r• 1 47.0 1. NO Arrangerneril X 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Multiples1 X0, OX, OXO 2'8" + 1'0" ijIi nUTMi.1 COP-WL-MA0168-02 ll• r 02-0423.03 Application Filed) r• 1 47.0 1 1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'D" 37 + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'D" + 2'8" + 1'D" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2Y + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & 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. OO akcraff AR EK'" F. M I:..— OOON\ T.."„ F—j—f.w D .. Ao"29. 2W2 Masonite International Corporation ow CommWV D.opum o1 podwr :.lwoeemem masef SDeCH"iN . design And pOd0 O'W'.b'm 10'hope" h..1001Ke. Opaque Units COP-WL•MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Inswing IIIIIIII11F.Mr-libl 2'0" 2'6" X 2'8" 2'10" 3'0" TV COP-WL-MA0101-02 01-1031.01 OP Rating 76.0 Impact Rated NO Not Listed Not Listed Arrangement X0, OX, OXO Multiples (tvidlh) 2'8" + 1'0" VMMORRIM. MM COP-WL-MA0103-02 m N 02-0109.10 Application Filed) 55.0 NO 2'8" + 17 2'10" + 17 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 17 COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 17' + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2' 10" 3'0" + 37 + 3'0" XX, OXXO 2'8" + 2'8" . COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" TO" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + TO" + 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. Oak,raff AR 4 EK" tinri"G,..t tis t: N'I'„Y,n 00„s niw.t..v.I r-..*."tw om.. A0,d797007 Masonite InitfTallOndl COIpO,dliOn 0., t";,g 0r0onm0, W06,4 mor0vt mg,, sp,CilKa,gnt. O,t.pn,n0 o,00un 0, W tu0,t0r0 CNnOt _'0A nO,Kt Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing Singles1 2'0" 1 COP-WL-MA0121-02 ll• r 01-1031.02 r• 1 76.0 1. 1 NOjW2'6" X 2'8" 2'10" 3'0" Not Listed Not Listed X0, OX, OXO Multiples (width) 2'8" + i'D" Masonite Internationalr COP-WL-MA0123-02 02-0109.09 Application Filed) r• • 1 55.0 1. 1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 37 + 1'2" 1'D" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 17 + 2'10" + 1'D" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 17 + 3'0" + 17 1'2" + 2'10" + 1'2" IT" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2' 10" + 2'10" 3'0" + 37 + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 37 2'6" + 2'8" + TV + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, stale 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. 0 O akc aff ARkEK" 1....... , ,..m FINE MGI.ASS F:N 1'MV DOOIta N-.T••v"+IM•aYr l^vfOm. as+I9. ?ggg Masonite International Corporation W COM,Wing 0,0gram of aodW irnOro. eM makes SMd"eon%. design aM w0aK1 Eels+ &,DIeCI to C"C -10 MIKC. Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing Singles (width) 2'0" 2'6" X 2'8" 2'10" 3'0" 3'6" 1 ,111111116 COP-WL-MA0106-02 rl". Kim 02-0109.08 Application Filed) r•Rating 70.0 ImpactRated NO Not Listed Not Listed Multiples,th) X0. OX. OXO 2'8" + IT Masonille Internationarl COP-WL-MA0108-02T r 02-0109.08 Application Filed) DpRating 55.0 ImpactRaled NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 17 + 2'8" + 1'0" 1'0" + 37 + 1'0" 17 + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2' 10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 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 8CCO protocol PA201, PA202 8 PA203. 0 O akcraff AR EK" L 1,1, OI.w.1<L; H'1'KY nL)OKt e".G."...d {..peL"vrDm.. Ay 29. 2007 Masonite International Corporation W msOnClmunywootamofP,.dun rn010remM1 lri SM-1x ldnS. ftsgO dnd 010dw OrUd Su0jeet 10 (nape wdhOW 001KC Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing X 2•0" COP-WL-MA0126-02 02-0109.07 Application Filed) 70.0 NO 2'6" 2'8" 2' 10" 3'0" TV Not Listed Not Listed X0, OX, OXO Multiples (width) 2'8" + 17 61asonite Inlernationa; COP-WL-MA0128-02 6jFMg2g= 02-0109.07 Application Filed) OP Rating 55.0 Impact Rated NO 2'8" + 17 2'10" + 1'D" 2'10" + 17 3'0" + 1'0" 37 + 1'2' 1'D" + 2'8" + 17 COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 210" + 1'0" 17 + 2'8" + 1'2" 1'D" + 2'8" + 17 1'D" + 37 + 1'D" 1'2" + 2'10" + 17 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-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0' + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic. air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 0 0akcraff AR 4 EK" FIHI.Ne:,.A\\ E: I nOOM[ a T- e4.rt l.wT Dean PRfM..vYR"(.:.// is ° Apte 29. 2002 o.. Masonite International Corporation a. [o"t10yog Dtppnm 01 p00u imp,O.—M1 malts SpKdkAOm. 4mg. aM WWW OeUd &,b^1 to cWnge "uhOW Mlim X Unit I. UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" MID-WL-MA0001.02 SINGLE DOOR 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 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and 010 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 0.• r D• April 29. 2002 Ow cwunu.ng ploglam 01 wodwl mvr mml makes sm,fWalvAs. Masonite International COrp0/anon desgn an0 Dlodw 004.1su0lttl to mange .4how notice. XO or OX Unit ' SINGLE DOOR WITH 1 SIDELITE 3- 6- 6- CL TYP. TYP. TYP. TYP. UNIT 87 UNIT 15/16' 17.1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require Iwo 2-1/2" long screws per location. t t I t t ' 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t f 1 f .t t e Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 010 wood screws or 3/16` Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Ap,u 29''M Matonite international Corporation a' o aw•a +,vro•e.rn, m,.n 5uecacao n. aaqn JK rx+n d"" wuieo w [nape "•mm mice. Ox0 tltir Unit ' SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. t t 1 1 t 1 Width of door unit plus 1/2" Height of door unit plus 1/4" I t t t t t t t t t i Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 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 of1-1/4" and achievement of minimum embedment. The 3116" 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. Ap,il 292002 Masonite International Corporation W, Ca11.,.,, .1 mW"! , wc..m1 n..n q¢Cntnu"•. oxxo 111 1 Unit ' DOUBLE DOOR WITH 2 SIDELITES 6' 7 CL TYP TYP. TYP. I Il II I II II I II Il I I Ifill I 1 11 (1 I II II 1 TYs• PI 6• TYP. r6' 8' UNIT 8'0' UNIT 13. 15/16' 17.1/8' MAXIMUM ON CENTER TYP. wi1jnr, T.n,, Rough t, •i 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2- 1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and ( 1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include /8 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1- 1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Apid29. 2002 Masonite International Corporation 0. 1 emn..wq WOO— c, o.od..a mao+n. m —k" >Ott,K>,OnS. Onq.. > M o.a,un Onad wlMtt, .o cv..Ot ..h W •act XX Glazed Inswing Unit APPROVED ARRANGEMENT: s 4r 1 q,•.; .fir,:', VA 4{ 0 COP-WL-MA0142.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door Maximum unit size + 6'0- x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 don 00 00 00 H 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: El 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA., 23 RA- 24 RIL 107 Series' 108 Series 304 Series Series' Thisglass kill may also be u5eo in the following door style: Eyebrow 5-panel wim Strdd Oak raft AR k EK- t••1.•.• r .oT Masonite International CorporationApril252D02 gut co"Imusq program of wooutl •"]P'emtnl males spKai m*n. arw -M Or dK, otlad "K110 O.Q. vr100u1 n01<t XX '' r ' Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 :r•4t iTa;° f aw Series o10 Series 109 Series 111, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane loam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" 11111Mr:1.\.i 1:M 1'M \. ,Ilr lr M. rW...i..vNr.l..rYu !-"rOm•. a •/V April 29.2002 Masonite International Corporation ow cwtou n w-ram 01 product +mwo mml makes spKdkA;ons. desion and woduel del)rl soIK1 r0 Cria qe wolgN n01- XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 COP-WL-MA0143-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size . 6'0- x 6'8' Design Pressure 52.0/-52.0 Limited water urdess special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00® 00 00 00 00 too Series 03.135 Series 136 Series 822 Series 1/2 GLASS: 0 00 0 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 RA.. 24 RA. 107 Series' 108 Series 304 Series Series' This gUss Sd may also be used in the following door style: Eyebrow 5-panel with scroll Oak raff AR k EK- Iltll(Nr:L•\?] lN'I'M 1' Ugrrµg r+a..M.v.abwryu lwq Doe.. PREMOGn(,.//./:..., IC' VC/A/VV / (/t/V 'i' e Apra 292002 Masonite International Corporation Oe1 com,n..n; row+^ or aoaocr moro+nn<m my<s soccmcmons, aes•pn s arx 0—, w necr ie c:,•noe .rtnow rorcr XO or OX Glazed Inswing Unit . COP-WL-MA0143-02 : FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: q no ao 404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R.24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak Taff AR EK" 2rnrcwr.nae.r.a unu,, .+...u..... Fe. . r.+., o.... rvine April29. 2002 Masonite International Corporation 0., conimwnp aopnm or p oa.cr -p Cr 1 mHts SpttilKalgna. UrSpn and ro,W. l anmi a.bra ro cnanpr .nnaa nose OXO Glazed Inswing Unit APPROVED ARRANGEMENT: r % : UGCt o 0 COP-WL-MA0144.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit size • 9T x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 o0 o0 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 2a R/L 107 Series' 108 Series 304 Series Series' This glass kit nlay also be used in the following door style: Eyebrow 5-panel wilt scroll O ale raft AR k EK" I. .a n 'rc. r.....t r.,,.r...".a re..Pu[wrOoon PREMDaW.:// i,iul: lll:l.n .a UN I KN' ut,r, ll+ Aprd29.2002 Masonite International Corporation o C,Yt1- +p —011- 01 Or00 t1 mOrPrH1,M1 mars tpeCOKllont. desgn aM W-d" a,". Su01tC110 Cnargt -- Mitt. OXO Glazed Inswing Unit COP-WL-MA0144.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: o a 0 0- 0aoon e04 Series 410 Series 109 Series l 14. 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: u0s, 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: ol TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). P"PAr V, " P 911. 4 ; mrmimp State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" w ..,a• .. ,. r..r„r..r Lnrwv uuor w...T....w r+«to.. t.+.r o^^.. April 29. 2002 our wnrmump oroarnm or woaun +nwo.eme i makes soKaiGriUns. 0esipn an woaucr anLl suorttr W trllrgt -i~ -I4t. Masonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0145.02 FIBERGLASS DOORS Double Door with 2 Sidelites Maximum unit size • 12'0- x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °ED 00 00 00 H an 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 RIL 107 Series' 108 Series 304 Series Series- This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR k EK" N. r• n .le I.a•.1 a1.1111NCl AR¢ lN'1'N \'•UOUN1 nt-.i...n..rw.N••t^r •• f AD'42g 2002 Masonite International Corporation 0,, (Mj,g Woollm on o•W0 mVw vemenl notes t0e41NllOat. det•onIna 010Ou(1 0"', n0 — OXXO Glazed Inswing Unit COP.WL-MA0145-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a as on 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: r0i 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR o EK" 1 1 WL•11r n..i CK1Ml,Uuuw? PRFMDOP e ADH 29. 2002 Masonile International Corporation 0. ton~V O.tpem 01 p00un mOrorCO1M1 mats SO'cetAent, e'sgn'nd w00.1 enid S.WCJ 1. crwpe ..h&Anote'. XX ' ' '' ' ' Glazed Inswing Unit r APPROVED ARRANGEMENT: 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit sin - 6'0- x 8T Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-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: cm as an 822 Series 1/2 GLASS: 0 as 404 Series 108 Series U Oak raft AR EK" T r. .. Y UVr..r Ylnl•NGLA]1 Lr.'1'X1' UNI w.o....w re..po[Mre + Mn'.• w pApril 29.20g2 Masonite International Corporation Ow [ omtnu.ag j,ogam or noduO +nD O,Menr mites specd@nons. design and poduet dead suoua io mange .nmmn nuance. XX COP-WL-MA0147.02 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of stab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EW M.r..."M.. .a Illl t:L•\.\.. l: t.'1 \ Ir r..". M...4.w..w fe«,4u Em.r Dw.. April 29. 2002 Q,r COmmwrp p07im or prods .npWtmtDr —41 SPWIKAr DM. DesgD E00 p.dw 0nl'dt OKn r01", -qMW WK. PREM vsi: (,.// 1Ei e Masonite international Corporation XO or OX ' ' '' I Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 1 Sidelite Maximum unit size . 6'0' 8'0' Design Pressure 40.0/-40.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes spedty the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 010 on 00 822 Series 1/2 GLASS: n El 00 404 Series 108 Series Oak raft r. AR EK'+ rrur•Mr. r. ,. . r:.ar r,nnnw r.,..t....... ra..ts.. b.or om.. rvsn• /, / Apr, 29 2002 Our (On4nvrrp prWp.m Or Dr00r:r +nOrO.tnrtM m)Cf SOtt t{Jr Ont. OHgn )n0 prM(1 Masonite International Corporation p(1/ fu01c11 W (nvgt •.Mul r41{c XO or OX '' . ' Glazed Inswing Unit r APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: a 450 Series CERTIFIED TEST REPORTS: 810" FIBERGLASS DOORS 0 - 300 Series J=} d 852 Series 810 Series 300 Series 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). r / &EX3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" I.1,.•I, I..m 1. .. n 1 < . u r . •1 pIrIULM(:LA.%.1 L'N'1"M )' April29 2002 Masonite International Corporation 010 (m 'N pope. of woeu(s _D'r emml males eesgn and o,0ou(1 Uthlt1 1^ (14^pe _0 n '(e. COP-WL-MA0149.02 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: t O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size - 9'0• x 8-0- Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 00 404 Series 11111 00 0o 822 Series a 108 Series Oakcraff AR k EK'" I IUI:N(:LA\\ T.m-r•••P"lw1 D•s. - Ap,d29.2002 Masonite international Corporation dui Conlry o pr0gnm 01 Dloau /ndlO 01 rhltl Specd"*ns. 0-9n Jn0 oodW detail Sublet) 10 (hoot 10W MKC OXO Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: S:+y 810 Series APPROVED SIDELITE STYLES: COP-WL-MAD149.02 810" FIBERGLASS DOORS 300 Series 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft ARTEK" l.rre. • r •- w..e.r. 1'rUl'Mc:l A11 L'r,'rN 1' UUONS nb.i..e a rawrlO.. lwry Dew. r's/lA' • /J e AprB29.2002 oe. Masonite International Corporation Ow romm ng 08001am d pro0u0 mPt" mtm males spttn[ali0ns. ptsgn arm ofoam, crud %vow r10 ch^f e'nMN Mkt OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0150-02 810" FIBERGLASS DOORS O u7:r Double Door with 2 Sidelites Maximum unit size - 12'0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify five 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: 00 40e Series 010 00 00 822 series 0 108 Series 0 Oak raft AR k EK" W.rL.rNfewpu twr 0-.n Mn•.. ePREM.... G./ i:rIIIILNGL.\1\ li N'I'M\' Ul)1)N] April 29.2002 Masonite International Corporation oyr (OM- -g Drperil OI prpOD .nprpvernent.1le( SMdk~', dnun y-)nd W-O pe0A WOW0 W chrnpt «dr rout. OXX0 t I f t Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: w,a C 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer IKurtBalthazor, PE. — License Number 56533 Oak raft AR k EK' 1.11.,:.•I, I..T 1. r..0lMtbu l.w, Dewy OPREMOa".El pprd79.2002 Masonite International Corporation pur tommwrq eloptam of wooun •+IrmtmNN malts soec lcna"s. aesyl ana aool<I OellN SNOKtI to thoot" hftl ft— XX Glazed Outswing Unit APPROVED ARRANGEMENT: COP-WL-MA0162-02 . J FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size . 6'0' x 6.8' Design Pressure 55.0/-55.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-W L-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 DOU 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: D D 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA. 23 RA.. 24 R/L 107 Series' 108 Series 304 Series Series" This glass kit may also be used in the following door style: Eyebrow 5-panef with scroll Oak raft AR EK" t.rl.•;..rtr.._ I. ... n 1.. • —I Aple29 2002 Masonite International Corporation dW (Dnunu.nQ pper)m 01 DIoOv(1mOrOremMl mJ1<S S ,,f (J19ns. desrdn JM Dr00u(1 de1Ju fuUltC• 10 COMOe r000u1 MIKe XX Glazed Outswing Unit COP-WL-MA0162-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0o an tOt Series <t0 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-OADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK" r.11.1..• ..e 11 u•.....1. ., ..... I..ru,..l 1'1 U1:Mt:L.\.1\ LN'[M l' UUUMC Now.f..vNlpraYu Uurl Ua^n lf7' J0 APO29 2002 Masonite international Corporation Ow co"1.m""p o,rpram w waouo mw"[emem males soec lu+o"s, aesq" arw o,om,cl at.," I.NIC11. CN" , w ltgyl MIK[ XX Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: t1Z O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Double Door Maximum unit size . 6'0- x 8'0- Design Pressure 47.0/-47.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design andgeographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 822 Series 1/2 GLASS: a ° as 404 Series 108 Series O ak raft AR k EK" 1• .a n 'rr.l v...1 1110IMCLANS IN'I— UUnMS Nw.r..aw.a rp«rt.r r.vr neon a Apid 29. 2002 Masonite International Corporation Ow <on1.nM.nO Woq.am a MoOMcr .npo<<m<m ma<s Sot<d(a1gM. oelgn ,rq poo.Xl d<ud sunit<I to <nanp, -~ -r- 3 La rE Srk, S FOR If . DOOR. ICHEAMuRCDWu/RE7ADADRHCSN0CE (•(tLa°`ao•CEK REV. NO. 2OPrKIwILSIRCLASSaAlaArlAtAVARAeLE1 I ( ACRYLICSECTKRa e-0 U 2 I 1 REVISIONS DATE: ECN NO. APPVD: DESCRIPTION II/DO I - I MWW I OTY (1) WAS (2) FOR TRACK BOLT xO GYM. 00 SiIUS AITACNED ro ooa -MzowR SKN DIM PATEMED rOC{-CpC SYSJpI DOM BOTTOM t L71rtEAj. VIEW a• IJ G SIEH HEEL RnD BRApcEf. EAnI FASRM(D TO D000 aWe D,MJ) !/le•.I-s/e• .ot0 uc saD.x. LISTED K [. EELMa LOW DoutooaLE TRACKLOWI8UASaIrs VIEW ' S DOUIIgMafxT uw TTRACKKDeOKt:.060• - QQQ. BOTLOCKH Sea) O R9. x-1/x'.11 ET UlV. ISIDE.' eRACKEr. TDO N1RfT IOOOIC > (a) iRA[X BRACItEIs PER SIDE. 1 LM~ 8EREPORT#9606C "' Ho1RzoHrAL O• M G V-0NQ V-MARS N A 2-I-7-1 DDUBt=.lAu'r 4 a DOTIW O12 U-BMrs ON NerrSECTION. ETC.) LOCATION OF I Ae/a. SHEET METAL SowWS OPT+O+LaI AIXR • OFTIOHA OUTSIDE KEYM LOCK POIRION YAK. OWA w10M D Horr NIIIfF RNADOHC D D SEER OODOORS tAPPNC SCREWS. j/1 -1 TWA ARA(+I_ \ lala G .L I6_MRP fw.If nDOORSVPt01'-0• IRCI. OOHS F () YCDHS (IHOMM), ). caR ON DLnS • I/x J VG sCAOrS OM w • 0a tsL N - „'.C. lHCrDOORSOVER1'-0' HfJI COny51 O< (!) YCtgnS (NOT 9.OwN INylElt ACOIIpED. VY: SCREWS WT 9E OOIpfTpL¢/6( fear rot RDOALTD) To PAWDE A FUI94 LKIIROIMC stop MLDPIDOORWI)BY DOOR NnAUEA fro t) x.e YELLOW PNE SU6ACL MOTREOMT•L aAhM DO Not rRwSrER umo. Wxoa YH. CAM STEEL ENO STILE" Jw01f" x' THICK 1.}aLiS a DPrlenM 10 —. T5 G u_, n[fl Sun CW TCD NR1 O-. MN. GLVAM". 6AK(0-On PRWER, AHD A BAKED -OH POLITSTER tW CA l APPLIED t0 BON SIOEI Or STEEL Mw, SHe' LAP JOMTS. 1' IH.1 u-+WI RIID IIR(wOM. •A KS l_ J - 6 r U-12JD A -A (SIX Hrwl wou)ED wstoc I/e ACRYLIC V7[ y MwtY1. uiF 7o a CKV. Srm INTER. STILELITER`TA.WER JJ/ R-R 11 G GLV. SR[L TIIAO( /eJ/a• PAN KM San - Brm OWES /ASTEx(D ro DODD aum (lo slaws PEA LDq S e.a A11pla$ a x1 CENTERS (t-90 DtM OWE s/Ia•.I-!/e' Inc SanBAOQA2a' CENtCRs ((7.000 PS YN. COHERE ) OR PER TNAOf aR.ptE7. SW ISI • I000 SaEK dl 17-I/x' w(rOrs 7/le• I.O. ROUND PVyw r \ Ix OA c ay. STEEL TOP OWO WU,EttunnC InTRACK. SL YM, COMaETE); RASI10rs MUDED WITH ( x.000 FASTEN EA (SHE RCR ROUtn) ROUEp BRACKET, f..p1 oHE Sn,w Uta 0n •NCMDRS• 1 0.0. Im. RASHER AMARED x' UEv, STE0. TRACK fASTQIED ro lea GLV. STEEL EERIER M1tEBRKNCTARACHCO ./(a) fi[01 SIDE Of DOOR. DTM T•POb13. AMC110R5 Wr B( COL/aITRSUIRc Ix G GLV, S1EE1 TRAbc IA G ULV. STEEL ROLLER wn0[$ r ED •( ) I a.s/e' SHEET KEIAL LATER. nlE (%JT HOT AEOURED) ro PRobIDE A IEUIH Tw,oc Arr • fASTCMD t0 [1O nRLs UCH w/(a) II'L A/e• Ty0 wr1(A. Sy SRCM'$. LDU W SURFACE. HOMxONTAL A1are$ 00 1KIr At11[p r0 G+[II BRACIQT la.!(e' L SCREDS {Ho OUTSIDE KEYED M.S7ER LOAD, DrM OHE IORTWO16• BOLT RI NUT •) I/.'J 511i tAPPNc SCREWS PER EHO MIRE. la FA C yv, STEEL HANDLE CHO MncE. EACH EMO Eno FASIEN[0/ f0 E/HO nllL STeE 7• DLL SHORT STEM, 10 (I l STEEL ROUEA. srusS.cc, LIO) Ma 4 —AX 11AHOLE. - ER. PRFPARAnM F .• ^•• Err OTHERS lAYB [OH{1C ^.••^-• WRK WLn ERR[LD. P.E. SECITO1 C-C 1101q P.E. l(a495T (a) 1/a' EWS. Ylf fSKK r 11 LO[vLlrr LOCK w "MH GwOUHA P.E. /SYJ2uPPncSCREWS. OUTSIDE I rRACK ON NOiF 1. rHL OC.9CII a ME SIAPOR111c STRVCNRAL ELEMorrs DESIGN LOADS: +24.0 PSF h -2a,5 PSFrofwC: l STEEL u-Bws OaD IEwDIE C' SRx SIVW1 DC N3PON9B[7R K TIIC TEST LOADS: +}6.0 PSF h -372 PSFwAx-I-x-I P•nEAn O.E. NO U-BARS SIRE SUOC w7 Of DOOR. RECORD fa UK B1ADUaC a STpVCIWE AaORDAMCEONBORONYCMH, OnE U-But On n[Xr NL t01VOti/•JLS eIRDwO 0OR5 TOR ME LO*= two off DSOnr Ww.S HC' N w s14YtDd1RC.. EACH V-BM ARAp1EpWITH1/•.J/a' SELF WIPiI1c SCREWSPERSRELoGDW, TRACK ONELOCHOH UCH SIDE OF DOOR, Il u ULV. STEEL BORON BIUCKCT. ARA[j(p WIM (x) II4.5/6' SHCCI METY SCREWS. EXTRUSIONILtMWL-MERSTT". t' i>e 3 rorcE: D••vIAA+M+MRSA.I E iKmwaUenrQDP.r euaoec PR00.1C1! 1A. Lken, sLmra oen.r.l.. TOLERAr7CE5 TM a m % Iwo . PART NO.: - 31i eakul A V. 1600sDEALCKlmnnati. M 'MO•i°""'"'•0 '"O7 "'ritlsi4 0H 45202 Id. I-51J-JAI5202r• "`"1ie• woM4. d 4HNvIM 0 . 1.03 GL a amonus fm N5. I-51J-767-JS19 mwA a R+ R.n..1L FP•.+ ma°"' w' "°"" '"°+' ••"' 00 w t.015 000 t.005 DESCRIPTION: MODEL 6RST Wa 16-0 , 8-0: 24 /-24.5 DESIGN LOAD 0000 t.o01 Degrees t 1/Z' uN+++ DRAWN BY: 8MM DATE: 4/18/00 SCALE: NTS DWC. third M le CHECKED BY: MWW DATE: 4/IB/00 SHEET I OF I SIZEvrojecLbnsLblIdom.M,. ODrFMSWNS ARE w INCHES. DWC. NO.: 102138 REV. N0. I ID M. A 4 MODEL: 6RST ( A T FI KIN) MODEL: 4RST (24 CA STEFI SKIN) ATTACHED W/ TO(G'LILOC INTERMEDIATE BOIjANDURETHANEADHESIVE (ALONG CENTER) CT o x M N O N OPTIONAL OSB CLASS OR LISTED1e" ACRYLIC UTES AVAILABLEEESECTIONB-B) 20 GA. MIN. ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOC-L-LOC SYSTEM A TOP, BOTTOM h CENTER). tom° REPORT#9606C 25 GA. MIN. GALV, LOCK POSITION BOTH SIDES) WITH A BAKEDSTEM -ON PRIMER. TWO POINT LOCKING AND A BAKED -ON POLYESTERTOPCOATAPPLIEDTOBOTH SIDES OF STEEL SKIN. TALL x U-BAR (50 KSI) DOR SECTION. 1 L noN FOPTIONALVENTS OPTIONAL OUTSIDE K MAl<. DOOR WIDTH 9.0' ——I 14x5/8' SHEET METAL SCREWS ENO SLIDE BOLTSTILELOCKENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSID CID RO T LDCK OPTION O NOTE I, DOORS UP TO 7'-0' HIGH CONSIST OF ((4) SECTIONS (SHOWN). DOORS OVER 7'-0' HIGH CONSIST Of (5) SECTIONS (N0T SHOWN). O 0 1/4'x3/4' SELF TAPPING SCREWS. 14 CA END HINGES 18 GA_ INTERMEDV HIN 14ELL R* yIEW •C• 2x6 YELLOW PINE JAMB 12 CA CALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB-" WITH ONE 5/16'.I-5/8' LAC SCREW 1 PER TRACK BRACKET. / 2- CALV. STEEL TRACK FASTENED 102GA. CALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8" BOLT h NUT OR TWO 1/4- DU. RIVETS. 2 1 REVISIONS REV. NO ZONE: DATE: ECN NO. APPVD: DESCRIPTION 1 A4 11/00 - MWW OTY (1) WAS (2) FOR TRACK BOLT 2' TM" 3' TALL U-BAR 20 GA GALV. STEEL 3" r 1-7/8 18 A. CAT i0P Ra1FR BRA. EAp1 BRACKET ATTAI]IEO W/(a) 14x X MET UETAL SHP W JOINTS I4 G r 'L FAS HIND[ Fi0FASTFj/Ep ro ow SHEET AL k (4) 1/4'.3/4- SEI TAPPING SCREWS. 20 4 U-OAR ATTACKED SELF TAPPING IOCA HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) GALV. TEM STEEL FLAG, BRACKET, TENED TO W000 JAMB WITH xl-5/8' WOOD LAC SCREWS. UM DOUBLE TRACK FIGURATION LOW HEADROOM IS Z AVAILABLE AS AN OPTION q g DOOR HEIGHT 'L' r(4)TRACK STEEL TRACK, 6 -6 70 7 -0 76 L. CK THICKNESS: .060" Ox B -0 88 1/2".12 CA. CALV. STEEL TRACK BRACKET. 7-, K BRACKETS PER SIDE. 25 TRA K LHR TOP BRACKET Li DOUBLE HORIZONTALTRACK FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE DOUR F1] G GLV. STEEL BOTTOM LOW HEAnROpL OPTIONBRACXET. ATTACI® 180" TWO ^ 1 2"a3' lAG SCREWS ON 24 CENTERS. I' O.D. MIN. 114x5/8 MET KEfAL Ss S, WASHER REQUIRED. LAC SCREWS MAY BE COUNTERSUNK BUT NOT REQUIRED) TO PRO%40E A FLUSH MOUNTING AUIIaNUM FxIRUS10N SSB GLASS OR OPnONa 10 crREW SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. k VINTL WEATHERSTRIP. 1/8' ACRYLIC LITE WINS SEC STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALv. STEEL END STILE 20 CA. CALV. STEEL INTER. STILE SECTION A -A (SIDE MEW) MVN R-R VFRTK'AL JAMB ATTACHMENT ( - /8x3/4' PAN HEAD SCREW 2 p51 MIN CAmC'RRE — MOLDED INSIDE (10 SCREWS PER UTE) (Q ENDJ8x4° SLEEVE ANCHORS oN IRD TERS (BOTH LITE RETAINER r r STILE C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR INTE 1/4'x4- TAPCON SCREWS ON 24" CENTERS (2.000 SNAP LATCH ENGAGES STIL PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONTO VERTICAL TRACK. SLEEVE ANCHORS, 1' 0.0. MIN. WASHERS REQUIRED ONE SNAP LATCH ON WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE EACH SIDE OF DOOR. BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT OUTSIDE TRANSFER LOAD. HANDLE 18 CA CALV. STEEL CENTER HINGE FASTENED TO INTER. STILES NW 4) 14 CA CALV. STEEL ROLLER HINGES /I4x5/8" SHEET METAL SCREWS, FASTENED TO END STILES EACH W/(4) 14x5/8' SHEET METAL SCREWS AND 4) 1/4'.3/4' SELF TAPPING SCREWS PER ENO HINCE. PREPARATION OF IAMM RY OTH RS -2 OLA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION NOTE 2. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTSSHALLBETHERESPONSIBILITYOFTHEPROFESSIONAL. OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD, P.E. i WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON T j•7/ THIS ONAWINC. - FLORIDA P.E. /48495 1 NORTH CAROLINA P.E. /23832 4 1 3 OUTSIDE KEYED HANDLE END STILE INSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYEp LOCv DESIGN LOADS: +25.0 P.S.F. h -32.0 P.S.F. SNAP LATCH nrK OPTION TEST LOADS: +37.5 P.S.F. h -48.0 P.S.F. o xa au..cs wt =r,.n M n.rtAASm5Lt11. PART NO.: - M TKX- IIM— Stated Oths fw W. IDEAL ]I2 w"A u w' 1600 N M..« glpp tTS m. TOLERANCES >. CtrKLIw6, OH 45202 id. Na 1-513-381-48W0 . t.03 "A ma ow"L N. W. 1-513-162-451900 . t.015 DESCRIPTION: MODEL 6RST W4 9-0 . 8-0: +25/-32 DESIGN LOAD000t.009 9r0000 : eei * DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG.RHurdAngleCHECKEDBY: Mww DATE: 4/18/00 SHEET t OF I SIZE 1JProjection - IMl.aa Stator Ouer.iw GOENsaKs ARE n1 wOFS DWG. NO.: 102137 1 REV. NO. I 2 GRANGE -mu"'J -y Ir 1 C; DI 1l. LJ C IN A