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Home My WebLink About335 Appaloosa Ct - BR03-002913 - SFRPERMIT ADDRESS • CONTRACTOR ADDRESS D R Horton 6250Hazeltine N5t'1`1)r #102Orlando, FL 32822 407X8 7.791.01CBC055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # Libe DATE • PERMIT DESCRIPTION —Z L PERMIT VALUATIONRbpn ch SQUARE FOOTAGE d d r cn cn CITY OF SANFORD PERMIT APPLICATION Permit # : ©`s Z I tl3 Date: t ' Job Address: 3 3) u 2 0 9 Kj V Description of Work: Historic District: Zoning: Value of Work: 5 SN) n Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — It of AMI'S Addition/Altcration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Rcgkiired) Plumbing/ New Commercial: It of Fixtures # of Water & Sewer Lines If of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: 1t of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: f 0 Phone: Contractor. NXb ING, INC. CF OX 620027 -State License Numb : _AD ANTAG-F PI UMBING, INC. Phone & Fax: OVIEDO, FLORIDA3Z762-86g7 Contact Person: t Phone: P.O. BOX 620027 Bonding Company: OVIEDO Qo 2- 0027 Address: Mortgage Lender: Address: Architect/ Engincer: Address: Phonc: Fax: Application is.hereby made to obtain a pennit 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 theforegoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this'permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management distr ts, state agencies, or federal ageneibs.+ Acceptance of pennit is verification that I will notify the owner of the property of the requirements f Flor w, FS 713. Signature of Owner/Agent Date Signature of Contractor gent , 1 1 7 L Print Owner/Agent's Name P trnt Contractor/Agent's amc Signature of Notary -State of Florida Date Signature of Notary -State of Florida MARTHH T . HALL Notary Public, State of Florida Icomm. exp. Feb. 1, 2008 q Owner/Agent is _Personally known to Me or Contractor/Agent is _ Persona y b9 il'iW,1Wr99 i2h 1 9 ProducedID _ _ I roduccd ID b fll APPLICATION APPROVED BY: Bldg: Special Conditions: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (initial & Date) (initial & Date) 10-03-203 9:52AM FROM Permit # : c ? e fob Address;__—? a CITY OF SANFORD PERMIT APPLICATION Q Date: Description of Work: / Historic District: Zoning-. 'Value of Work: e Permit Type: Building Electrical _ Meohtinical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Setvioc — # of AMPS - Addidon/Altemtion Change ofService Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Encrgy Calc. Required) P1 umbiug/ New Commercial: # of Fixtures At of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential or Commemial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of ))welling Units: Flood Zone: (FEMA form required for ortaer than X) Parcel #; — - (Attach Proof ofOwnership & Legal Descrip Owners Name & Address: /-/—/ — _ %lL . AI _ ., y G _ acP1 2 Phone: erz- Contractor Namc &Address; _ ///O D4 6y, 4/d 44- State License Number Phone & Fnz: -aj9le -f/O p_OGohiact Person: G/iy/ f y y" Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has oommcneed prior to theissuanceofapermitandchatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, t understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. WN 'S AFFIDAVIT: I certify that "It of the foregoing information is accurate and that all work will be done in compliance with all appiic.a.hlc biws regulatingConstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT I YCpI))( I•AVIN(li TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDRR OR ANATTORNEYBEFORERECORDINCrYOURNOTICEOFCOMMENCEMENT, N)TKE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in die public records of this county, and there may be additional permits required from other govcmmental entities such as water management districts, state agencies, or federdl agencies. Acceptance of permit is Yerification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. SignatuR. of Owner/Agera Date SicnHturc ofContractor/Apeut Datc Print Owner/Agent's Nt+me Signature 0f Notary -State of I,lorida Owner/Agent is _Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg:' Initial & Date) Sr, e63; Conditions: Print Cron r/Agent's Name Datc Sign,'tturc of No tale of Florida Date Bonny G Logan st My Cammiselon DD201651 Contractor/Agent is 'crsonally Known to Me or 'W1bC' Explres May 17 2oo7 ProducedID _ Zoning: Utilities: FD: Initial & Date) (Initial & ()ate) (Initial do Date) x f/C\ CO(/NTY OF S[MINOL IMPACT FEE STAT[MENT ISSU[D BY CITY OF SA1,11 ORD STATEMENT NUMBER 103-75714 DATE: DLDiDlNG PERMIT Ni|MB (CITY) COUNTY NUMBER: ..... _________ UNIT ADDRESS: TRAFFIC ZONE: JURISDICTIUHt SEC: ___ RKG: ACEL PR: SUDDIVISION: TRACT: PLAT POOK: PLAT BOOK PAGE: BLOCK: LOT: OWNFR KAM[: fQ,- ---------'T--------------'------------' APPLICANT NAMEx - ADDRESS: ........................... LAND USE CAJEGORY: 001 - Single Family Detached House TYP[ USEv Residential WORK DESCRIPTION: Single Family Houses Detached - Construction FEE BENEFIT RA7E FEE UNIT RATE PER # & TYPE TOTAL DUE TYrE DIST SCHEDULE DESC. UNIT OF UNITS ROADC ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 kOADC COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 IBRAKY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CC - WIDE O dwl unit $1,384.00 1 $ 1,3O4.00 AMOUNT DUE $ 2,285.00 STAlIMENT . KECFIV[ D BY. _ 1 SIGNATURE: PLEAS[ PRINT NAME) DAT[:___ H0TE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND NSUR[ TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THU FEE. DISTRIBUTION: 1- COUNTY 3-CITY 2-APPLICANT 4COUNTY PFRSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT, PERSUNC AR[ ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR DUCATlONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY DK OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS % THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNIN3 APPEA/-S MAY BE PICKED UP, OR REOUESTED, FROM THE PLON IMPLEMENTATION OFFICE,: 1101 [AST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SH[ lXD BE MADE TO: CITY OF SANFORD DUIiDINS D[ PARTI'll [HT 300 NORTH PARK AVEHUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REF[R[NCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NUTIC[. T||IS CTAT[ M[NT IS VALID ONLY IN CONJUXCTION WITH ISSUANCE OF A*&* FAMILY BUILDING Y(ri ,, t iffl if Ilf II iit II fil i8 Ill fl Ili it ifs fl !!a li Ili ra ut a Ill I IUI 3 3 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 MARYANNE MURSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05052 PG 1525 CLERK'S # 2003181213 RECORDED 1010SIP003 10:54:02 AN RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of propertyy: Lot(s) 95, 107, 108, 109, and 121 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records ofSeminoleCounty, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: 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: Ex I* ration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, c. 0 by: Ro—Fe4 A. Lawsbn, Mistant SecretaryCorporateSea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoin instrument was acknowledged before me this l L day of/, ,2003g rbyRobertA. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on e a o t t ecorporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL NOTARY SEALPATRICIACOULTONNOTARYPUBLICSTATEOFFLORIDACOMMISSIONNO. DD13433oMYCOMMISSIONEXP. ULY26,2006sid@RD CoM VRAR YANNIE lYlOME star ignature Notary Seal ILERK OF CIRCUIT COURT WCOUOU fl RIDA DE1'uF . re• l'?L F.RK OCT 0 8 2005 JQ CITY OF SANFORD PERMIT APPLICATIONit Permit #: 0 H `1 t Job Address: Description of Work: Date: Historic District: Zoning: Value of Work: $ S=:=l 0 6 cy (S4 _ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc,. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial — Occupancy Type: Residential _ 1 Commercial IndusMal Total Square Footage: (—t S S Construction Type: # of Stories: # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: 1F Contractor Name & Address: 1 "' Z t Phone & Fax: 4 \dN —AM ontac Bonding Company: _ Address: Mortgage Lender: Address: Architect/Engineer: Attach Proof of Ownership & Legal Description) Phone: Application is hereby made to obtain a permit to do the work and inst t'] iTi nsrin° icated. certify t`fiiat no worko® staaTlation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, 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 regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT, 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 ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is Signat;Zor Owner/Agen Produce Name I willnotify the owner of the property of the Date Lien 14, FS 713. Signature of Contractor Agent ) Date rrG Print Co or/ATent's Na a /% i PATRICIA COULTON NQTARY PUBLIC STATE OF FLORIDA OMMISSION NO. DD134330 Produced tedID Contractor/Agent I IK71tPEl i pJ};-0t26,2006Produc APPLICATION APPROVED BY: Bldg: ZZ-D-3 —DmfZoning: initial & Date) (Initial & Date) Special Conditions: PUBLIC STATE OF FLORIDA4MISSIONNO. DD134330ev,., cxts_ iULY 26,200E Utilities: FD: Initial & Date) (Inoitial & Date) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLCOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. XXXX APPALOOSA COURT CITY STATE SANFORD FL ZIP O.M.B. No. 3067-0077 Expires December 31, 200E For Insurance Company Use: Company NAIC Number PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 108, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER I B2. COUNTY NAME FLORIDTSEMINOLECOUNTY120189 B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISEDDATE B8. FLOODZONE(S) Zone AO, use depth of flooding) 1201890024 E 4/17/95 4117/95 A 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): 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. Ifno diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, ARIAH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If thedatum is d'rfferentfrom the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Usethespace provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. D t C nIro t - a um _ onversio mmen s Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? [:]Yes ®No of o a) Top of bottom floor (including basement or enclosure) 27. 9 ft.(m) o b) Top of next higher floor N/A. ft.(m) 9 o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) 0 o d) Attached garage (top of slab) NIA. ft.(m) o E I o e) Lowest elevation of machinery and/orequipment m servicing the building (Describe in a Comments area) N/A. ft.(m) C E o f) Lowest adjacent (finished) grade (LAG) N/A. ft.(m) Z o g) Highest adjacent (finished) grade (HAG) N/A. ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 T t I II flood 30i) o a area arepermanent openings ( vents) in C .h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. UCENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC, ADDRESS CITY STATE ZIP CODE 320 E. SOUT ST E TE. YT 1A ORLANDO FL 32803 SIGNATURE 1-,I)V.V DATE TELEPHONE 01-11iT)W f 9/4/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copythe corresponding information'from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number XXXX APPALOOSA COURT CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sidesof this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, . Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building forwhich this certificate is beingcompleted — see pages 6 and7. Ifno diagramaccurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade, (Use natural grade, ifavailable). E3. For Building Diagrams 6-8with openings (see page 7), the next higher flooror elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) aboveor below (check one) the highest adjacent grade. (Use natural grade, Ifavailable). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowners authorized representativewho completes Sections A, B, C (Items C3.h and C3.i only), and E forZone A (without a FEMA4ssued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and Eare coned to the best ofmy 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 orordinance to administer the community's floodplain management ordinancecan complete Sections A, B, C (or E), and Gof this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section Efor a building located in Zone A (without a FEMA-issued orcommunity -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ofthe building is: _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Limited Power Of Attorney I hearby name and ap2oint: Craig Coulton and Ra-6 14-- 4--+cn each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for mcce and ply t , The Buildina Deot, of: . I I 1 &2,Y1 r For a residential permit for work to be performed at: Lot # + Subdivision , rsCross I r Address: j P And to sign my name and do all things that are necessary to this appointment. FAM Richard B. Ladd OB0055300 Contractor State Registration Number r ",Zd ignature of Contractor This foregoing instrunlenkwas acknowledged before me this: Date: a- 015 By: Richard B. Ladd ( Contractor ) Who is personally kno n tb m Stat of Florida)I CounvofOrI Notary Public Slg,nature F CIAL iA __-- TRICIA COULTON UBLIC STATE OF FLORIDA ISSION NO. DD134330 MISSION EXP. JULY 26,2006 Notary Seal CITY OF SANFORD P'.O. Box 2847 SANFORD, FL 32772 PHONE la (1407) 330-5630 APPLICATION FOR UTILITY SERVICE ACCOUN'1• (FULL NAME) NAM].---•---- f COY' YY1 zY _. SERVICI'ADDRESS 3--:) FAX 11 (407) 328 7367 MAll..,1N(; ADDRESS TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCECWr1- COMMERCIAL E - o act : atl-1 Cou ' W O R K4 4D+ l , SOCIAL SECURITY## HOME# f\) R OWNER OF PROPERTY_ 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 PAYCHARGESINEFFECTATTHETIMEOFDELIVERY, IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER, THE NEW APPLICANT MUSTPROVIDE'PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BEPAIDATTHETIME, WHEN TRANSFERRING. MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAYALLOUTSTANDINGCHARGES. I UNDERSTAN }+AT NONI PAYMENT OF MY ACCOUNT WILL_STOPSTOPSe SIGNED; THIS DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL $ DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DA T (_ D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST h0,5-e ") a LOT # 10 SUBDIVISION: BAKERS CROSSING ADDRESS `)35 A ciioc s0. ', S& IF BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS - 3SIM& G--1&, 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT Sri U6GC)le J CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 1 Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side vle.w details of these footers with reinforcement bar replacement. b. Floor plan Indicating Interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), Inndings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floor clevation 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 to Indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footagm: Garages/Carports—..S.F• Porch(s)/Entry(s) S.F. Patio($)S.F. Conditioned structure S.F. a Total (Gross Area) S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 0 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: it. 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) 665-36.00. c. Arbor permiit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14, Building final 15. Other (` DATE SIGNA PESTr CONTROLL Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name Address (nm City/State/Zip-al,A 1 3Zr 2Z Quarterly Payment Amount "M 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, MMIL610-to-" a• Name Address Clty/State/Zip Phone & Email ^ Phone & Email INSTALLATION ADDRESS: l--_ i!/ x SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED:ft-t DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will. warrant the structure(s) against subterranean termite damage, If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHESIDEOFTHEAGREEMENTSHALLGOVEF,N THE RELATIONSHIP OF THE PARTIES, Apex Representative Signature Date Customer or Agent Egnature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedInliteratureprovidedbyDowElaneotI, Install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s), 2. monitor those Stations for twelve months from the date hereof; 3, during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4, during those years, Inform the 'Customer of: a. any new or increased termite activity noted at the Stationsb• any addition or, removal of Recruit* of Recruit* termite bait; andC. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obIligation. Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions oficonagreementforerquarter (3mo period) payable on or before the end of the previous monitorinthefifthyear, and this each year thereafter, Apex reserves the right to revise the quarterly p g period. Afterypqypaymentamount, not to exceed IO% per year, The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water, under pier type structure, 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 under, the area(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyingInsectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph,' DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIEDINCLUDINGSTATUTORYWARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED yyMERCHANTABILITY, FITNESS FOR A PARTICULAR pURPOSE OR W AStRAINTES. OFFURTHER, COMPANY HAS MADE No AFFIRMATION OF FACTOR PROMISEMISE RELATING TOAT NLPPRODUCT 0SERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSW RCustomerexpresslywaivesandreleasesanyclaimsInanylawsuit, arbitration or other legal proceedingagainstnegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value economic, compensatory, incidental, consequential, exemplary, g Apex for event shall Apex be liable for any amount greater that amount plaid by the Customer t Apex for he service le, or special damages If o kind, formn no, be performed, SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)lt Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)lt Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any•allergy or. sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco..or.its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex wills (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protectlon or discontinuing the relationship(notet Conventional "liquid bawler" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)tf the Customer and Apex (Partles) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)lf the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different. form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;,(5)retrleve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of . the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termlticlde being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of batting equipment or supplies occurs, the Customer will immediately notify Apex In writing. Failure to notify Apex in writing of the events listed above may Vold this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the, time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall, accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall 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 full force and effect. CHANGE IN LAW. In the event of a change in applicable law as it pertalns 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 fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysintransportation, shortages of fuel/or materials, sttikes, embargoes, fires, floods, hurricanes, storms, quarantlne restrictions, or any other net of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soli contact; (4)furniture and contents; (5)areas of existing damage unless areas have beenrepairedbyCustomer'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 forcommercialarbltratlonoftheAmericanArbitrationAssociationoranysuccessororganization, and in accordance with and subject to all' theprovisionsoftheUniformArbitrationActasInforceIntheStateofFlorida, or the Federal Arbitration Act, 9 U.S.C. section 1, et sep, Th( 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 arbltrators rv(1befinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basisandnotitclasswidebasis. Apex shall recover all fees, costs, and attorneys fees assoclated with the arbltratlon proceeding, ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and brelievedofanyliabilityhereunderifApexdetermines, In Its sole discretion, that It Is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing tTheApexCorporateOffice. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the IdentlfiePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re -Inspection, whether the Inspection was requestsbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for it period of 1 (one) year from its effective date. After thInitial12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElaneo Brevard Area Orlando Area Tampa/Sarasota Area508SPlumosaSt. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Wlnterpark, FL 32792407.459.2847 407.8S8-0540 Tampa, FL 33510 800.929.2847 888.764.2847 813.221.2847 877.459.2847 CITY OF SANFORD PERMIT APPLICATION Permit #.,-Z Job Address:'l; Description of Work: Historic District: tiA i;r, yar.,,, t k zq,W^M. Y) C r't i t{ S.. ,)y7,. t N t,; iJ A2ate•',.. 3 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Poal.: Electrical: New Service - # of t MPS - Addition/Alteration Change of Service Temporary Pole Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy Cali, Required.) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r 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 eoc c,tr.,:P.t. titan %) Parcel #: Attach Proof of Ownershipp & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: License Numbe Phone & Fax: Bonding Company: Address: P 3 40 r% 5E.330aW Mortgage Lender: Address:- Architect/Engineer: Phone: Address: - Fax: Application is hereby made fo obtain a permit to do the work and installations as indicated. I certify that no work or installation has conmiertced 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 construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE ( TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINA•1 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictio applicable this county, and there may be additional permits required from other governmental entiofs such as way Acceptance of permit is verification that I %NiII notify the owner of the property of Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Ox iier/Agent is _ Personalh Knox n to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date', ecial Conditions: done i compliance with'all`applicable 1%ws rcgtdatmg IMESUEMENY RESULT YOUR INYOPi;.1T1G CO LT= YOUR LENDER O'R. Litqt maybe found i. republic records of districts, state a cres, or' fixleral agencies. Law DEC 1 2 1003 mature of Contactor/Agent Date ROBERT G. DELL4 RUM P Contractor Agent's N me. t . Signatureof No_ry-State of Florida Date Contractor/A2e-.: s Personal Known to Me or Produce, Initial & Date) FD: Initial K Date) (htitia &1 Dat ly C0' v4MISS0114 DD 212893 EXP! ES: Jur;' 14, 2007 Bonded Thru Notary Public Underwriters 06-203 7:09AM FRUM Y++tr.!0"Kl-.:'1 .-.!ir'Y,•r•v,.+MV!:Y'•.Y;l+•I:,,Ou..y,itli.n:r..•.:.,..}: :....., ,., ....,.,,,.., C{TY OF SANFORD PERht1T APPLICATION Permit 9 Job Address: - 9toast G+ Date: _ 1 _, 6 3- log. Description of Work: t t `- Value of Work: S Historic District: Znn,ing: Firc Sprinkler/Alarm Poo Permit Type: Building _ Elcutrteai ,'. Mechanical Plumbing I Temottiry Pole I?leetrlcal: New SerAce - N of AMPS 5V ZUa Addition/Alteration Change of Service p ' Duct Layout Encrgy alt:: kequircd) Mechanical: Residential Non -Residential Replacement Ntnv & Plumbing/ New Commercial: a of Fixtures # of Water & Sewer Lines a of G•aslines PlumbinVNew Resldential: N Of Water Closets._ . Plumbing Repair- Residential or Comrncrcial ' Occupancy Type: Residential Commercial industrial Total Square Yoota>;e: + _ Construction Type: „ v of Stories: ts of Dwelling Units: Glood Zone: (FENIA form required for other Irian x) Perrin x: Owners Name & Address: Contractor Name & AAdpdr Phouc. & Paz: = 4Dr- .. Bonding Company: .... nddresc mortgage Lendar: _ - Address: PhOnt. __. ArchilcctJEngineer'. Fas: . N Address: Application is hereby made to obtain a permit to do the work and insallalions as indicated. I certify that no weak or instollanon ha, conuntnctd prior to th_ issuance ofapermitandthatallworkwillbeperformedton%w slandsrds of all laws rcgUlating conswction in this jurisdiction, t undcnsund that '. upars c permit mustbesecuredforELECTRICALWORK. PLUMBING, SIONS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, end AIR CONDITIONERS, etu. O AFFIDAVIT: ] unify that all of ttx foregoing information Is accurate and dul all wwk will be done in compliance wilt all apph.oblc law's Nphnng MAY RESULTINYOURconsouctionand zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEM WiTII OUR LENDER O) TIVICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CO NSULT ATTORNEY BEFORV RLC0PDiN0 YOUR NOTICE OF COMMENCEMENT. NOTICE; in addition us %he requirements of thiA permit, theft may he additional restrictions applicable to this property that r oy be Iovno in the public rc:ords of this county, and there rruy be addidonal permits rcquirod from other govemmmul cnntica such as water runogement distracts, state agrncies, or icdcral sgcnc tci. Acceptance of permit is vcriflcation lh l I will noti(ythc owner of the property of the requucmc/n/tayOrr, ridCTI Uw' FS 713. l C SCi„` • Uc u Signature of Owner/Agent Date 5i r azure J! Con nctnr.4 gent Print Owner/ Agent's Nome Print "Cvntractor/Agent's N'e sineSiSnatufc of Nulary•sive. of Flonda Osits CI`re of Nut rite nl FIonJ Q—)w r/AScnt is ..— Persunany Known to Me ur t•'onirsetnriA cnl iz I `r;r, silt' Known w 'I. n Produc A IU 1'ruJuCs' d II) •_ APPL.I(' AI It)N AI'I'llOVf.h IIY: Illdl;— ...... (Initial & Datt) — (In,iis r I)'nc) IoiG:,lb: Ihw) ( Marie A. Zett emoyer'. Commission #DD221380Expires: Jul 15, 2007 9 . • • .: Bonded gm Inc. F, rstAtlanticBondinCo- CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 335 APPALOOSA CT for which permit 03-00002913 has heretofore been issued on 10/08/03 has been, completed according to plans and specifications filed in the office of the Building Official ri r to the issuance of said building permit, to wit as complies with all the bui"Iding, plumbing, ePectrical, oning an subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: DATE APPROVAL DATE BUILDING: FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In -\lo M•,„_oz Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Ab—GA Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs a-1-py Q, Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 11/18/03 20.00 01-APPLCTN FEE -ELECTRIC 12/11/03 20.00 01-APPLCTN FEE -BUILDING 10/09/03 10.00 01-APPLCTN FEE -MECHANIC 12/15/03 10.00 01-APPLCTN FEE -PLUMBING 11/03/03 10.00 02-ENGNG DEVLPMT FEES 10/09/03 10.00 01-FIRE IMPACT - RESIDENT 10/09/03 59.27 01-LIBRARY IMPACT FEE 10/09/03 54.00 Yes No APPROVAL CERTIFICATE OF OCCUPANCY / COMPLETION PAGE: 3 This is to certify that the building located at335APPALOOSACT forwhichpermit03-00002913 has heretofore been issued on 10/08/03hasbeencompletedaccordingtoplansandspecificationsfiledintheofficeoftheBuildingOfficialriortotheissuanceofsaidbuildingpermit, to wit ascomplies with all thebuilding, plumbing, +eeactfic zoning and subdivision regulationsordinancesoftheCityofSanfordandwiththeprovisionsoftheseregulations. 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 10/09/03 279.61 10/09/03 91.93 10/09/03 12.27 10/09/03 47.00 10/09/03 12.28 10/09/03 1384.00 10/09/03 650.00 10/09/03 1700.00 OWNER CBUILDING / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: -- \ -0\4 PERMIT #: -D, e; ADDRESS: M CONTRACTOR: --\ CJAC)r-% 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. ngineerin , B v Public Works Utilities Fire i) I L Zoning n j N Licensing n i p,, CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1 F•- 1 I 1 I I I CERTIFCATE OF OCCUPAN REQUEST FOR FINAL INSPECTED I 1 1 1 1 I 3 I I 1 SINGLE FAMILY RESIDENCE** O I DATE: PERMIT # , kjeL ^ ,r,.; 1 ZQ.' Qpr 3"Z' 51 W O IL+ G s 6 a m ADDRESS: u a N C V Z CL cu CONTRACTOR: l G( Or1 CLWL U c. 0 C PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works ZA CONDITIONS: (TO B El Fire O ) F' Zoning Licensing n i A Y IF APPROVAL IS CONDITIONAL) W/O 3-7& CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: -a - 2 Q -1 ADDRESS: 3 CONTRACTOR: PHONE #: y v') - 8 -,, a - ' 8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. En meering Fire l , b ublic Works » D Zoning Utilities Licensing n CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INfURANCE PROGRAM Expires December 31, 200: ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 335 APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lotand Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 108, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.#####° NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940045 E 4/17/95 4/17/95 A 24.5 B1 U. Indicate the source of the Base Hood Elevation (BFE) data orbase flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. 811. 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 OtherMse 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 I (Select thebuilding diagram most similar to the building for whichthis certificate isbeing completed - see pages6 and 7. If nodiagram 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, ARIAE, ARIA1 A30, AR/AH, ARIAO Complete Items C3: as below according to the building diagram specified in Item C2. State the datum used. If thedatum is different from the datum used forthe BFE in Section B, convert the datum to thatused 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 NGVU29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (inducting basement or enclosure) 28. 1 ft.(m) d o b) Top of next higher floor fi NIA. _ft.(m) o c) Bottom of lowesthorizontal structural member (V zones only) NIA. _ft.(m) 00 od) Attached garage (top of slab) 27. 6 ft.(m) o e) Lowest elevation of machinery and/or equipment a _ Q servicing the building (Describe in a Comments area) t) Lowest 27. 3 ft.(m) E „ 1 o adjacent (finished) grade (LAG) 26.3 ft.(m) z M o g) Highest adjacent (finished) grade (HAG) 27. 1 ft•(m) o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade 0„- o i) Total area of all permanent openings (flood vents) in C3.h0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER:4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH.ST E E.180 ORLANDO FL 32803 SIGNATURE AP', . f d 'mI I DATES TELEPHONE 1 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Forinsurance Company Use: x BUILDING STREETADDRESS (Including Apt, Unit, Suite, andlorBldg. No.) OR P.O. ROUTE AM BOX NO.. Zricy Number 335 APPALOOSA COURT CITY STATE ZIP CODE I Company NAIL Number ISANFORDFL32T73 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS ANA/C UNIT Check here ifattachments 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 becompleted. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If nodiagram accurately represents the building, provide a sketch or photograph,) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8with openings (see page 7), the next higher floor orelevated floor (elevation b) ofthe building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: Ifno flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items CD and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) orZoneAO must sign here. The statements in Sections A, B, C, and Earecorrect to the bestofmyknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section Cwas taken from otherdocumentation that has been signed andembossed by a licensed surveyor, engineer, orarchitect who is authorized by state or local law to certify elevation information. (Indicate the source and date ofthe elevation data in the Comments area below,) G2. A community official completed Section E for a building located in Zone A (without a FEMAassued or community4ssued BFE) or Zone AD. G3. The following information (Items G4-G9) is provided for communityfloodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of thebuilding is: _. _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of floodingat the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachmentsFEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF. SURVEY DESCRIPTION: (AS FURNISHED) LOT 108, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: CERTIFIED TO AND FOR THE THE FINISHED FLOOR ELEVATION OF THIS EXCLUSIVE USE OF: STRUCTURE MEETS OR EXCEEDS.THE THE REQUIREMENTS SET FORTH IN THE D.R.H. TITLE COMPANY OF FLORIDA INC. CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. PI TA 1 „ = 30' Ql LUS I NA WAY GRAPHIC SCALE A=12'26' 14" 0 15 30 R=25.00' TL=5.43' I C13=N06'13'07"W m a I LOT 107 I C=5.42' o0 120.29' I N 0_00"W3^ 16 S89'41'11"E z ti 1 6 I I 1 II fv LOT 108 N ol lT U Q r o I 25.7' 1 Q A/C PA0 i-- 3 0 1.:.I. 60.0' I c o.,.w'.. S r. COVERED < O CDj -0 f— n 4'0ENTRY ONE STORY w CONCRETE BLOCK S. I o i O w aJaI1I_Ll o RESIDENCEuiFINISHFLOOR oa I i 1"- J = n- 4.0' ELEVATION=28.11 6.0' i oo C Q O ':: o O p ., 1 V) 0 Fi 60.0' I J OOI34.4 Lli Lo PT O O 1 1I I 2 I z O I in I N IN N89'41 11' WoNON -RADIAL 3 119.24' I wy 033: I I' Apo F Op 3 O' 1p0p0haysz_ TRACT J G 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 02-7-04, UNLESS OTHERWISESHOWN. 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 LICENSEDSURVEYORANDMAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E, DATED 04-17-95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR PLAIN ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY YEBDCAL CON iR01 AS FURNISHED BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 108 AS BEING S00'18'49"W PER PLAT. FIELD DATE:) 10-16-03 REVISED: SCALE: 1„ = 30 FEET APPROVED BY: SJ LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 4 EXISTING ELEVATION L . •.i CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR FIRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED F14D-FOU14D C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PADCSCONCRETESLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE QFND NAIL AND DISCLB #6393 (02/07/04) OFND 1/2"IRON ROD AND CAPLB #6393 (02/07/04) 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 INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINEIDIDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTI BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLOR16A r 10-0 JOB NO. ASM42412 IFINAL 2-7-04 CKB DRAWN BY: FORMBOARD 10-31-03 CKB PLOT PLAN 08/28/03 SDO AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801 (407) 426-7979 JR. PSM PLOT PLAN DESCRIPTION: (AS FURNISHED) . LOT 108, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 108 CONTAINS 10,204 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET f I TOTAL CONCRETE 525 SO, FT. t I TOTAL SOD 7300 SO. FT. t PI LUSITANA WAY T I Ia I ^ i o s 25 00'--- y W of 0 0- 0UQQS il3Z Q" LL0 o Q ¢ o JOfo Q n CL Q 1 PT 0 > 3OWA°°• 4 ? w pp° p° 0:0 U K PC pGi 12'26'14" R=25.00' L=5.43' CB=N06*13'07"W C=5.42' LOT 107 120.29' S89'41'11 "E I I GRAPHIC SCALE 0 1 15 30 III 21i I it) I N 1 N 1 N I I a LLJ 25.7' —`I a 41 I i- W i. I 60.0' i r CV O O OO. L1—LOQ> 04. W pN oZ II w O.LvOwzomoo0p0JzadN' o oo 6 i a Od J 0 wou02f4W o. o O z cosIOa' V) O 0- N w i 60.0' 34.4 11) O J i I i 1 Ld 1 I N N I I 262 N89'41 11' W I 27.3 NON -RADIAL 1 119.24.' PREPARED FOR: DR HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' M L W: 50' 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 8Y 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 04-17-95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN BOTH ZONE A, AREA WITHIN 100 YEAR FLOOD -PLANE, AND ZONE X,'AREA OUTSIDE 100 YEAR FLOOD PLANE. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 108 AS BEING S00'18'49"W PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: Si JOB NO. ASM42412 DRAWN BY: PLOT PLAN 08/28/03 SOO TRACT J I PLANS Av1I E;j CITY OF SANFORF- LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINE - RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATURESPROPOSEDELEVATIONPOCPOINTONCURVE OR OFFICIAL RECORD - PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT O CONCRETE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.8. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATUREPRMPERMANENTREFERENCEMONUMENTPIDENOTESPOINTOFINTERSECTION . PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE P) PER PLAT - PT DENOTES POINT OF TANGENCY M) MEASURED TYP TYPICAL CALC) CALCULATED A/C AIR CONDITIONER FND FOUND COW 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 RIGHT-OF-WAY 50. FT. SQUARE FEET 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 1 AND MAPPER. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBb6393. 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 VID M. DeFILiPPO S O:V1SM42MSM42412.dwq. 0129/2003 8:31:40 AM FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTON Address: 3 3S (1 y, Permitting Office: City, State: "t D Permit Number: Owner:.. {FL 3 7 13 Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1967 ft' c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft2 _ 13. Heating systemsb. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.60 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallonsa. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft2 _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 28.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 ft2 _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 ft2 _ 15. HVAC credits PTb. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27923 PASSTotalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: _____ DATE: ----------- C-------- I hereby certify that this building, as designe , is in compliance with the Florid Energy, Code. OWNER/AGENT: _ _ G DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING 0FlliWI LgA4R,A r DATE: ,, tnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Floor Area Type/SC 18 1967.0 25.78 9127.7 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: WALL TYPES Area X BSPM Points Type Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior Frame, Wood, Adjacent Base Total: 1356.0 2214.0 As -Built Total: DOOR TYPES Area X BSPM Points Type Adjacent 18.0 1.60 28.8 Adjacent Wood Exterior 20.0 4.80 96.0 Exterior Wood Overhang Omt Len Hgt Area X SPM X SOF = Points W 1.0 6.0 32.0 37.74 0.97 1172.9 PE 1.0 6.0 23.0 43.65 0.97 974.8 SW 1.0 6.0 32.0 52.82 0.96 1627.2 SW 1.0 6.0 16.0 52.82 0.96 813.6 SE 1.0 6.0 16.0 56.64 0.96 873.2 SE 1.0 6.0 16.0 56.64 0.96 873.2 SE 1.0 8.0 54.0 56.64 0.99 3034.9 PE 1.0 6.0 33.0 43.65 0.97 1398.6 222.0 10768.3 R-Value Area X SPM = Points 3.0 1026.0 1.40 1436.4 11.0 28.0 1.90 53.2 11.0 302.0 0.70 211.4 1356.0 1701.0 Area X SPM Points 18.0 2.40 43.2 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 30.0 2005.0 2.13 X 1.00 4270.7 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 4270.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab Raised 202.0(p) -31.8 0.0 0.00 6423.6 0.0 Slab -On -Grade Edge Insulation 0.0 202.0(p -31.90-6443.8 Base Total:-6423.6 As -Built Total: 202.0-6443.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 600A-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 38631.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 38631.1 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13036.5 37380.3 0.4266 15946.5 38631.1 1.00 1.250 0.284 0.950 13036.5 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF Points 18 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 30.0 2005.0 0.64 X 1.00 1283.2 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1283.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1967.0 0.28 550.8 1967.0 -0.28 550.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8232.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = HeatingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 5224.7 0.6274 3278.0 8232.8 8232.8 1.000 1.00 1.078 x 1.160 x 1.00) 0.449 1.250 0.449 0.950 0.950 4392.1 4392.1 EnergyGaugeTM` DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4. 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 15946 3278 10256 29480 13037 4392 10495 27923 PASS y 04,VHE Sr mu a r C0D vwma—v, EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , . PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfnVs .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, Chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE IUFARHIZPA /miief ha ma# ^r e.,,. 4 4 k. COMPONENTS SECTION Y1 IGJIM il lliri J• REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se crate readilv accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number ofunits, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1967 ft2 c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.60 _ d Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 W d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 ft2 _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) o4ZHE sr4i" in this home before final inspection. Otherwise, a new EPL Display Card will be completed y based on installed Code compliant features tiny' Builder Signat e 0 Date: Address of New Home: J S A.( a 005C - c ity/FL Zip: / t *CoD`"EI NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This ism a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStaTM designation), your home may qualifyfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edufor information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) For: D.R.HORTON Desi in lnformati'on Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Heating Summary Building heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Fireplaces Average 0 Heatingg CoolinggArea (ft2) 1967 1967 Volume (W) 15736 15736 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating input Heating output 0 Btuh @ 47°F Heating temp rise Actual heating fan 0 1383 OF cfm Heating air flow factor 0.041 cfm/Btuh Space thermostat Sensible Cooling Equipment Load Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.057 cfm/Btuh 82 % Boldlltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. W rrgF7tSOft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACCA E:\Fi1es\drhorton\1965\1965.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D6EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) MI-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 ft' x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x 210 cfm x 32 °F Winter TD = 7400 Btuh3. Winter infiltration HTM 7400 Btuh / 260 ftZ Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 W x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 °F Summer TD = 2081 Btuh3. Summer infiltration HTM 2081 Btuh / 260 ftZ Total window 8.0 Btuh/ftZ and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 105 cfm = 3100 Btuh rroueuure u - tquipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 BtuhSensibleloadforstructure (Line 19) + 24414 BtuhSumofventilationandstructureloads = 25404 BtuhRatingandtemperatureswingmultiplierx0.98Equipmentsizingload - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 BtuhInternalloads = 230 Btuh x 5 people + 1150 BtuhInfiltrationloadfromProcedureC + 3100 BtuhEquipmentsizingload - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrtghtsoft RightSuite Residential^" 5.0.64 RSR26015 2002-Mar-06 12:12:28ACCAE:\Fi1es\drhorton\1965\1965.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W SNKIALOTHVGNHVVHHNHDYRLAWRAHLGCRRGTAAWLZEMDGZLOXYTMRR LIVING a n ne a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0. BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a C n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH 1/ y. wrightS(:) t Right -Suite ResidenGalTM 5.0.64 RSR26015 2002_Mar-06 12:1228AME:1Files\drhorton\1965\1965.rsr Page 1 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1965 11/16198 IVIHIVum J: ful ro. 1 2 Name of room Length of exposed wall Entire House LIVING LAUNDRY M/BTH 3 Room dimensions 202.0 ft 54.0 It 10.0 ft 6.0 ft 4 Ceiings Condit. Option 8.0 It heat/cool d 31.0 x 13.0 It 8.0 ftj heat/Cool 10.0 x 6.0 It 8.0 ft heat/cool 9.0 x 18.0 ft 8.0 ft heaticool TYPE OF EXPOSURE CS NO. HTM Htg Clg Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) ftz) Htg CIg ftz) Htg Clg M Htg Clg M Htg Clg 5 Gross a 14B 4.6 2.1 1248 320 0 0Exposedb12C2.9 1.9 48 48 0 0wallsandc13C3.2 1.2 320 64 80 48partitionsd0.0 0.0 0 p 0 0e0.0 0.0 0 0 0 0f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0glassdoorsb8C37.0 54 1996 0 0 0 0 0 0Heatingc9A29.9 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0glassdoorsNE/NW 39.4 80 3152 32 1261 0 0 0 0 0CoolingENV0.0 0«:,• 0 0 0 0 0 0':„ 0 SE/SW 47.4 126 5975 20 953 0 0 0 0 South0.0 0«„' 0 0 0 0*„: 0 0 0 Horz0.0 0"' 0 0""` 0 0 0 0"' 0 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 171 0 0 0 b10D14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0 exposedb12C2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 wallsandc13C3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 ef 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361 bc 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ef 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000011 Floors Note: room a 22A b 25. 9 0. 0 0. 0 0. 0 202 5236 0 54 1400 0 10 259 0 6 156 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. for slab d a 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 260 7400 2081 75 21351 6001 18 5121 144 0 0 0 13 Subtotal loss=6+8. +11+12 Less 30561 8048 1334 581 externalheatingLess transfer 0 0 0 0 0 0 14 15 Duct loss Total loss =13+14 10 °/ 3056 10 805 10 °/ 0 133 10% 0 58 336178853146764016 Int gains: People @ 300 5 1500 0 0 0 0 0 17 APpl. @ 1200 Subtot RSH gain=7+8..+12+16 2 1800 22195 0 0 1 600 000 0 0 Less external cooling 4644 1 41 Less transfer 0 0 0 0 0 18 19 Dud gain Total RSH gain=(17+18)*PLF 10 °/ 1. 00 2219 10 0 464 10 O/C"•'* 0 113 10% 0 42 20 Air required (cfm) 1383 24414 1383 1. 00 5108 1.00 1242 1.00 458 1 364 289 601 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed w1- 14Qhts4CD0ft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 E:\Files\drhorton\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16198 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Iv" u/1L J: rin ra. 1 2 Name of room Length of exposed wall MBR 33.0 ft BR 2 BR 3 BR 4 3 4 Room dimensions 14.0 x 17.0 ft 11.0 ft 11.0 x 14.0 ft 26.0 ft 14.0 x 12.0 ft 11.0 ft 11.0 x 11.0 ftCeiingsConditOption IT 8.0 ft heat1cool 8.0 ft heaticool 8.0 ftl heat/cool 8.0 ft heattcool TYPE OF EXPOSURE N0. HTM Htg Clg Area ft') Load (Btuh) Htg Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Clg fN) Htg Clg ft2) Htg Clg ft Htg Clg 5 Gross a 14B 4.6 2.1 136 88 208 88Exposedb12C2.9 1.9 0 0 0 0wallsandc13C3.2 1.2 128 0 0 0partitionsd0.0 0.0 0 0 0 0e0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591glassdoorsb8C37.0 0 0 0 0 0 0 0 0Heatingc9A29.9 0 0 0 0 0 0 0 0d0.0 0 0 0 0 0 0 0 0e f 0.0 0.0 0 0 0 0,:.. 0 0 0 0 0 0 0 0 0 0 0 0„:. 7 Windows and North 20.4 0 0 0 0 2 41 2 41glassdoorsNE/NW 39.4 32 1261 16 630 0 0 0 0CoolingE/W 0.0 0 0 0 0 0 0 0 0SE/SW South 47.4 0.0 0 0 0 0 0 14 663 14 663 Horz 0.0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0b10D14.7 9.9 TO 0 0 0 0 0 0 0- 0 0 p 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net exposed a 14B b 12C 4.6 2.9 2.1 1.9 104 0 479 0 214 72 332 148 192 8115 395 72 332 148 walls and c 13C 3.2 1.2 128 403 0 150 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0. 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0perimeterc0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0. 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 32 911 256 16 455 128 16 455 128 16 455 128 13 Subtotal loss=6+8. +11+12 4235 1925 2890 1869Lessexternalheating Less transfer 0 0 0 0 0 0 0 014Dudloss10 °/ 423 10 °/ 192 10 °/ 289 109' 18715Totalloss = 13+14 4658 2117 3179 2056 16 Int gains: People @ 300 1 300 0 0 0 0 p 0Appl. @ 1200 0 0 0 0 0 0 0 017tRSHgain=7+8,+12+16 2711 1250 1601 1250LessLessexternalcooling0000Lesstransfer000018Dudgain10 °/ 271 10 °/ 125 10 160 10 1219TotalRSHgain=(17+18)'PLF 1.00 2982 1.00 1375 1.00 1762 1.00 137520Airrequired (cfm) 1921 169 1 871 78 131 100 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wr7ghtsOi Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28CCAE:\Files\drhorton\1965\1965.rsr Page 2 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: (M to. 1 Name of room FAMILY KITCH/NOOK BTH214Mfk" UAL Length of exposed wall 33.0 ft 18.0 ft 0.0 ft 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft Ceiings Condit. Option 8.0 ftl heat/cool 8.0 ft heat1cool 8.0 fti heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg ftj Htg I CIg ft) Htg I Clg ft) Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 264 144 0 Exposed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 f0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0•**• f 0.0 0 0 0 0*"' 0 0'*" 7 Windows and North 20A 5 99 4 85 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0- 0 0 0 SE/SW 47.4 49 2329 29 1367 0 0 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.01 0.0 01 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 54 1537 432 33 939 264 0 0 0 13 Subtotal loss=6+8. +11+12 5839 3656 183 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 109' S84 10 °/ 366 10 °/ 18 15 Total loss =13+14 6423 4022 201 16 Int gains: People @ 300 4 1200 0 0 0 0 Appl. @ 1200 0 0 1 1200 0 0 17 Subtot RSH gain=7+8.+12+16 5127 3826 240 Less external cooling 0 0 0 Less transfer 0 0 0 18 Dud gain 10 % 513 10 T 383 10 0/, 24 19 Total RSH gain=(17+18)'PLF 1.00 5640 1.00 4208 100 264 20 Air required (cfm) 264 320 1 165 238 8 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrrghtsoTC Right -suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28ACCE:\Files\drhorton\1965\1965.rsr Page 3 201A 0 IOx6 Iwcd IGO IOxb Iw0cd8 12.12 Iwcd 323 1 6' " IO.IO ra V IOx10 10' 6' 3' bath duct roof cop eyofan14.1 .roe S. IOx10 rog 3r 8x 6' 14' 1Ox6 Iwcd 80 7' 8,7' 4'4' 4' n 8x4 !wc x4 I ahu 10 1 I IOxIO 3wcd I 240 4 4, 14.8 12x12 ra0 4' bath duct u xn r to roof cap Fan-1 ght 12x6 Iwcd 143 ,, aa'' L, 6>mY[: a' dryer duct 7' to roof cap 12x6 Iwcd Iexi3 plen 143 M14 RAD platform by bldr 3.3 TON W/IOKW e240V 1PH sCO3 e 1/8"=1/0, Nbda L 11W IX IV i O r- N Rr-z" r0 a Must have a minimum clearance of 4. Inches around the air handler per the State Energy code, All duct has an rc6 Insulation value. Z L, Q U Rating G J V)®in r MiTek' July 24, 2003 MiTek Industries Inc 14515 North Outer Forty Drive, Suite 300 Chesterfield, MO 63017 USA The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4673734 thru 14673754. Total: 21 drawings. Job Builder DR1965Fa-- fl D.R. HORTON Location :STANDARD MODEL 1965,.ELEVATION F County :SEMINOLE /6r- (0E) Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. July 24, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility ofbuilding designer, per ANSI/TPI 1-1995 Sec.2. i TRUSS INDEX OF JOB DR1965F V Trusses included=21 0,"\DR1965F\a.tre" 14673734 1,"\DR1965F\al1.tre" 14673735 2,"\DR1965F\a13.tre" 14673736 3,"\DR1965F\a15.tre" 14673737 4,"\DR1965F\a17.tre" 14673738 5,"\DR1965F\a19.tre" 14673739 6,'1DR1965F\a2.tre" 14673740 T'1DR1965F\a7.tre" 14673741 8,"\DR1965F\a9.tre" 14673742 9,"\DR1965F\agl.tre" 14673743 1 0,"\DR1 965F\ag2.tre" 14673744 11,"\DR1965F\b.tre" 14673745 12,"\DR1965F\bg.tre" 14673746 13,"\DR1965F\cg.tre" 14673747 14,"\DR1965F\j.tre" 14673748 15,"0R1965F\jl.tre" 14673749 16,"\DR1965F\k.tre" 14673750 17,"\DR1965F\I.tre" 14673751 18,"\DR1965F\m.tre" 14673752 19,"\DR1965F\s.tre" 14673753 20,"\DR1965F\sl.tre" 14673754 No. 4 5161 STATE OF ='w April 1, 2003 AWARMNO - VerW design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of bullding designer - not truss nildeslgner. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllty 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, consuR CST-88 Quality Standard, DSB•89 Bracing Specification, and HIS-91 M iTek® Handling Installirrp and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches, Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property a securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS M 2. Cut members to bear tightly against eachca other. WEBS J5 o 3, Place plates on each face of truss at each For 4 x 2 orientation, locate 0 3 ; Cr joint and embed fully, Avoid knots and wane plates from outside edge of 0 O ti V at joint locations. truss andd vertical web. 0 a o 4. Unless otherwise noted, locate chord splicesp at 14 panel length(+ 6" from adjacent joint,) ca C, c6 BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, 4011" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferringWISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials. o_ ® 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, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 QANG-NAIL el MYORO,A/RO r Job russ Truss Type ty y HORTON 14673734 DR1965F A ROOF TRUSS 16 1 Job Reference (optional) Cs Feb 19 2003 mitekIndustries, Inc. Mon Mar age 1 1- 0-0 7-1-3 13-6-10 20-M 26-5-6 32-10-13 40-0-0 qt-0-Q i1- 0-0 7-1-3 6-5-6 6-" 6-5-6 6-5-6 7-1-3 1-M Scale = 1:68.6 5. 00ri2 5x6 = 5 5x6 i 5x6 4 6 2x4 2x4 3 7 2 8 1 9 0 Io 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 10- 3-14 20-M 29-8-2 40-M 10- 3-14 9-8-2 9-8-2 10-3-14 Plate Offsets ): LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. WEBS = 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS ( lb/size) 2 = 1951/0-8-0, 8 = 1951 /0-8-0 Max Horz 2=-I90(load case 5) Max Uplift2 = -809(load case 4), 8=-809(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3714, 3-4=-3345, 4-5=-2354, 5-6=-2354, 6-7=-3345, 7-8=-3714, 8-9=14 BOT CHORD 2-14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11=2826, 8-10=3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 809 lb uplift at joint 2 and 809 lb uplift at joint 8. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.# 6634 AWARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SD7E BEFORE USE. ® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss. - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Reaommwrdatlon available from Truss Plate Institute, $83 D'Onofrio Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety (Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussand securely seat. building designer, erection supervisor, property Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each other. cr WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o joint and embed fully. Avoid knots and wane plates/s" from outside edge of a O at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chord splicesp 4C, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur.. FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Im! 0 MiTek® if yoRO.AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with 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 andinstallation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP4 • r Job russ iruss lype ty ly 14673735 9R1965F A11 ROOF TRUSS 1 1 Job Reference (o tionall10sFeb1eindustries, nc. on ar age r'-0-(I 5-9-14 11-0-0 17-M 23-0-0 29-M 34-2-2 40-0-0 1-0: 1-M 5-9-14 5-2-2 6-M 6-M 6-M 5-2-2 5.9-14 1-M Scale = 1:69.8 5x6 = 5x6 = 5x6 = 3x4 = 5.00 12 4 5 6 7 2x4 2x4 3 8 2 9 t 10I Y0 3x-8 = 15 14 13 12 11 3x8 = 4x6 = 30 = 3x6 = 3x8 = 3x8 = i 11-M 20-0-0 29-0-0 40-M 11-0-0 9-0-0 9-0-0 11-0-0 Plate Offsets 4: - - -4 , 1 e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) -0.36 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.66 11-13 >715 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2=114(load case 4) Max Uplift 2 = -763(load case 2), 9=-763(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11 =-368 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1 .33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 763 lb uplift at joint 2 and 763 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWARMNO - VerW design parameters and READ NOTES ON TMSAND REVERSE SWE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss IHIdesigner. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSO-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drlve, Madison, W153719. MiTek® Symbols Numbering System General Safety'Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal 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 A" Ye J2 J3 Ja TOP CHORDS owner and all other interested parties.. c2 73- 2. Cut members to bear tightly against each other. WEBSNu 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 a o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesp' cS at /a length(+ 6"fromC,o 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. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N IQ a! 0 MiTeko 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 FORM018,019 HYDRO -AIR Job russ Truss Type ty ly HORTON 14673736 DR1965F A13 ROOF TRUSS 1 11 Job Reference (o tional) C s eb I e industries, nc. on ar 3 1 1 age 6-9-14 13-M 17-M 22-4-0 27-0-0 i 33-2-2 40-0-0 11.0-p11-0-? 1-M 6-9-14 6-2-2 4-8-0 4-8-0 4-8-0 6-2-2 6-9-14 1-0-0 Scale = 1:69.8 5x6 = 2x4 II 3x4 = 5x6 = 4 5 6 7 5.00 12 2x4 \\ 2x4 3 8ZS:2 m 2 1 9 10 7 q1 I6 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 3x4 = 9-1-14 17-8-0 22-4-0 30-10-2 40-M r 9-1-14 8-6-2 4-8-0 8-6-2 9-1-14 Plate Offsets ( ): -4 , -4 , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) -0.31 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 =1951 /0-8-0 Max Horz 2 = 131 (load case 4) Max Uplift2=-735(load case 4), 9=-735(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 =14, 2-3 =-3759, 3-4 =-3463, 4-5=-3281, 5-6=-3281, 6-7=-3281, 7-8 =-3463, 8-9 =-3759, 9-10 =14 BOT CHORD 2-16=3436, 15-16=2877, 14-15=2877, 13-14=3281, 12-13=2877, 11-12=2877, 9-11 =3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14=-341, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 =-368 NOTES 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 735 lb uplift at joint 2 and 735 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek lndusties, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat, building designer, erection supervisor, property e J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachc2c other, o WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate 0 Q joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of a y at joint locations, truss and vertical web, a 4. Unless otherwise noted, locate chord splices I14oat panel length(+ 6" from adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dinTension is the length parallel to slots. LATERAL BRACING Indicates location of required 4011, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® O HYDRO -AIR 6: Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, 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, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP Job Truss Truss Type City Ply D R HORTON 14673737 AR1965F A15 ROOF TRUSS 1 1 optional) CCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:07:26 2003 Page 1 11:9 Q 7-9-14 15-0-0 i 20-0-0 25-0-0 i 32-2-2 40-0-0 11-0-Q 1-M 7-9-14 7-2-2 5-0-0 - 5-0-0 7-2-2 7-9-14 1-M Scale 1:68.5 x6 = 2x4 II. 5x6 = 5.00 12 S 4 5 6 5x6 5x6 3 7 2 - 8 9Ig 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X,Y : 2:0-4-2,0-1-8 , 3:0-3-0,0-3-0 , 4:0-3-0,0-2-4 , 6:0-3-0,0-2-4 , 7:0-3-0,0-3-0 , 8:0-4-2,0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 10-12 >759 BCLL -0.0 Rep Stress Incr YES WB 0.32 Horz(TQ 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D *Except* TOP CHORD Sheathed. 1-3 2 X 4 SYP No.1 D, 7-9 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 5-3-7 oc bracing. BOT CHORD 2 X 4 SYP No,2D WEBS 2X4SYP No.3 REACTIONS ( lb/size) 2=1951/0-8-0, 8=1951/0-8-0 Max Horz2=148(load case 4) Max Uplift2=-759(load case 4), 8=-759(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3661, 3-4=-3332, 4-5=-2888, 5-6=-2888, 6-7=-3332, 7-8=-3661, 8-9=14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11=2667, 8-10=3351 WEBS 3-14=-448, 4-14=685, 4-12=355, 5-12=-363, 6-12=355, 6-10=685, 7-10=448 NOTES 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 759 lb uplift at joint 2 and 759 lb uplift at joint 8. 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 I ! - I t' Ver( fy design parameters and READ NOTES ON THIS ANDREVERSE SIDE BEFORE USE. ®® WARNINGDesign valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding tabrloation, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mitek/Gang-Nall Joint/Plate Placement Chart. Numbering System, J2 J3 J4 TOP CHORDS ca c3 WEBS J5 0 0 O O s° " 0 a ca c7 ca 0 BOTTOM CHORDS . J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/DILHR 870040-N, 930013-N; 910080-N Indicates location of joints at which bearings (supports) occur, MiTeke PANEL TM FORM018,019 OANG-NAIL ® ifYORO.A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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, eregtion and installation of trusses. 1993 Mitek Holdings, Inc. t Job russ Truss Type ty y D RHORTON 14673738 DR1965F A17 ROOF TRUSS 1 1 z1 Job Reference (o tional) U- W sFebMiTek industries, nc. on mar J1 14:J1:49 2003 Page i1-0-0 6-1-3 11-6-10 17-M 23-M 28-5-6 i 33-10-13 40-0-0 4 -0Q 1-0-0 6-1-3 5-5-6 5-5-6 6-0-0 5-5-6 5-5-6 6-1-3 1-M Scale = 1:69.8 5x6 = 5x8 = 5.00 52 5 6 3x4 3x4 4 7 5x6 % 5x6 7 3 8 2 9 1 10 - Io 3x8 = 16 15 14 13 12 11 - 3x8 = 3x4 = 3x6 = 3x4 = 3x6 = 3x4 = 3x8 = B-4-11 17-0-0 23-0-0 31-7-5 40-0-0 8-4-11 8-7-5 6-M 8-7-5 8-4-11 Plate Offsets -4- -1- - -1 -4- -1- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TU 0.17 9 n/a BCDL 10.0 Code FBC2001 1 st LC ILL Min I/dell = 360 Weight: 207 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2 = 165(load case 4) Max Uplift2=-781(load case 4), 9=-781(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3817, 3-4=-3552, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2-16 = 3485, 15-16 = 3023, 14-15 = 3023, 13-14 = 2494, 12-13 = 3023, 1 1-12 = 3023, 9-11 = 3485 WEBS 3-16=-305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 781 lb uplift at joint 2 and 781 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 . r rti WARNING - VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design void for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - — -- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent baking of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 - MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 11/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and sec ulely seat. Y8 8to - For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dinTension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 1 continuous lateral bracing. 2E FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cz c3 O WEBS L , J5 Cr 0 _ o U 0 O y U a ce c7 cb O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Indicates location of joints at which bearings (supports) occur, MiTeko TM PANEL HYORO,A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structurol 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. C JJob russ Truss Type ty y 14673739 DR1965F A19 ROOF TRUSS 1 1 Job Reference to tionall A - L, I sFebi e In ustnes, nc. on Mar 31 14:31:50age i1-0-0 6-9-3 12-10-10 19-0-0 21-0-0 27-1-6 33-2-13 40-0-0 11-0-0 1-0 0 6-9-3 6-1-6 6-1-6 2-0-0 6-1-6 6-1-6 6-9-3 1-M Scale = 1:71.2 5x6 = 5x6 = 5.00 12 5 6 3x4 3x4 4 7 5x6 5x6 M 3 8 2 9 1 10 - o Io 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 = 9-9-14 19-0-0 21-0-0 30-2-2 40-0-0 9-9-14 9-2-2 2-0-0 9-2-2 9-9-14 Plate Offsets ( ,Y); -4 , -4- -1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) -0.33 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 > 827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2=182(load case 4) Max Uplift2 = -801 (load case 4), 9=-801(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-1.1 =3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES 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 801 lb uplift at joint 2 and 801 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#4511il MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 - Chesterfield, MO, 63017 Cert. #6634 n .r tti WARNING - Ver(& design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibilityof building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI63719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property13/. * 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 seat. building designer, erection supervisor, property 4 8 , securely J2 J3 J4 TOP CHORDS owner and all other interested parties,. c2 Q 2, Cut members to bear tightly against each14 other, 0 WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate 3 , 3 0 joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of a ti at joint locations. truss and vertical web, as 4. Unless otherwise noted, locate chord splices 14FL, C8 , 1 o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication, For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dirrrension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke 07 PANEL TM CLIP 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 HYORO,AW Job russ Truss Type ty Y HORTON 14673740 DR1965F A2 ROOF TRUSS 2 1 l Job Reference (o tionaq N I sFebt l e n ustrles, nc. on Mar age 1 i1-04? 7-4-14 14-2-0 20-0-0 23-0-0 1 28-5-6 33-10-13 40-0-0 q1-0-9 1-M 7-4-14 6-9-2 5-10-0 3-0-0 5-5-6 - 5-5-6 6-1-3 1-0-0 Scale = 1:69.8 5x8 = 5.00 12 5 4x6 6 2x4 11 4 3x4 7 5x6 5x6 oi 3 1 6x8 = 16 5x12 = 1 8 6x6 = 9 7v 2 9 1y10 T Iv 0 0 3x6 = 19 18 14 13 12 11 3x6 = 3x4 = 2x4 11 2x4 15x8 = 2x4 11 7- 4-14 14-2-0 20-6-0 23-0-0 28-5-6 33-10-13 40-0-0 7- 4-14 6-9-2 6-4-0 2-6-0 5-5-6 5-5-6 6-1-3 Plate Offsets KY): -4- 1[17:0-2-12,0-3-121 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (lod I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) -0.14 18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Veft(TL) -0.21 18-19 >999 BCLL 0.0 Rep Stress Jncr YES WB 0.96 Horz(TL) 0.05 16 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 238 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15- 17 2 X 6 SYP No.2ND JOINTS 1 Brace at Jt(s): 15 WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2 = 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Horz 2 = 190(load case 4) Max Up1ift2=-395(load case 4), 16=-829(load case 4), 9=-490(load case 5) Max Grav 2=797(load case 6), 16=2456(load case 1), 9=877(load case 7) FORCES ( lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3 =-837, 3-4 =-327, 4-5 =-327, 5-6 =1791, 6-7 =1387, 7-8 =-223, 8-9 =-839, 9-10 =14 BOT CHORD 2-19=765, 18-19=-0, 17-18=66, 4-17=-468, 16-17=-1401, 15-16=-1285, 13-15=96, 6-15=164, 13- 14=0, 12-13=-0, 11-12=762, 9-11 =766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11 =112, 5- 17=1990, 5-16=-1947, 6-16=-492 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 2, 829 lb uplift at joint 16 and 490 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.# 6634 r IC WARNING - Ve ftdesign paranseters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - -- designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute. 583 D'Onofrio Drive. Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dinTension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS C2 73 o Cr WEBS J5 o_ o o a. O y U a C8 C7 C6 10 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® PANEL TM CLIP Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 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 00 T- - i Job rus Truss Type ty Ply HORTON 14673741 DR1965F A7 ROOF TRUSS 1 2 Job Reference (0 tionap sFebt e Industries, nc. on Mar age 11-q 3-9-14 F 7-M 13-6-14 1 20-M 26-5-2 33-M 36-2-2 40-0-0 11-0-9 1-" 3-9-14 3-2-2 6-6-14 6-5-2 6-5-2 6-6-14 3-2-2 3-9-14 1-M Scale = 1:69.8 5 6x8 6x8 00 12 4x6 = 7x8 = 4x6 = 4 5 6 7 8 2x4 Jrn 2x4 i 3 9 2 10 1 11SE68do 3x8 = 16 15 14 13 12 3x8 = 3x4 = 5x6 = 3x8 = 5x6 = 3x4 = 1 7-M 13-6-14 20-0-0 26-5-2 33-0-0 40-M 7-M 6-6-14 6-5-2 6-5-2 6-6-14 7-M Plate Offsets -4 -4 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.72 14 >653 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.88 Vert(TL) -0.99 14-15 >478 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-5-9 oc purlins. 4-6 2 X 6 SYP SS, 6-8 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* 13-15 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 3875/0-8-0, 1 G= 3875/0-8-0 Max Horz 2=-79(load case 5) Max Uplift 2 = -2028(load case 2), 10 = -2028(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8384, 3-4=-8662, 4-5=-12493, 5-6=-13909, 6-7=-13909, 7-8=-12493, 8-9=-8662, 9-10=-8384, 10-11 =29 BOT CHORD 2- 16=7514, 15-16=8058, 14-15=12490, 13-14=12490, 12-13=8058, 10-12=7514 WEBS 3-16=562, 4-16=599, 4- 15=4848, 5-15=-1700, 5-14=1554, 6-14=-1000, 7-14=1554, 7-13=-1700, 8-13=4848, 8-12=599, 9-12= 562 NOTES 1) 2-ply truss to be connected together with 1Od Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0=9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2028 lb uplift at joint 2 and 2028 lb uplift at joint 10. 6) Girder carries hip end with 7-0- 0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 383.91b up at 33-0-0, and 603.21b down and 383.9Ib up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-8=-154. 2, 8-11=-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Concentrated Loads (Ib) Junaidie Budiman, Lic.#451 1 Vert: 16=-603.2 12=-603.2 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 ti WARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is 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 br1scing of the overall structure Is the responslblltty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommondatkm available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 c WEBS J5 0 0 Q U O 0 U a ce c7 r0ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTeko TM PANEL CLIP FORM018,019 MANG-NWL ®. MYORO,A/R® 1 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job russ russ ype ty y D R HORTON 14673742 DR1965F A9 ROOF TRUSS 1 1 Job Reference (o tionall sFebI e Industries, nc. on Mar 31 4:31:53 2003 Page 1-0-Q 4-9-14 9-" 14-6-0 20-0-0 25-6-0 I 31-0-0 35-2-2 40-" 41-0-01 1-" 4-9-14 4-2-2 5-6-0 5-6-0 5-6-0 5-6-0 4-2-2 4-9-14 14).0 Scale = 1:69.8 5x6 = 3x4 = 5x6 = 3x4 = 5x6 = 5.00 12 4 5 6 7 8 2x4 2x4 3 9 2 1 v 10 11 0 Iy 0 3;8 = 17 16 15 14 13 12 3x8 = 3x8 = 4x6 = 3x4 = 3x4 = 4x6 = 3x8 = 9-0-0 16-4-0 23-8-0 31-0-0 40-0-0 9-" 7-4-0 7-4-0 7-4-0 9-" Plate Offsets 4 , 1 -4- -1- 1 d e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.45 15 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS „ 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 = 1951/0-8-0, 10 =1951 /0-8-0 Max Horz 2=96(load case 4) Max Uplift2 = -791 (load case 2), 10=-791(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11=14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12 =1007, 9-12 =-237 NOTES 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 791 lb uplift at joint 2 and 791 lb uplift at joint 10. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Or v Suite 300 Chesterfield, MO, 63017 Cert.#6634 r i WARNING - VerW design painsneters and READ NOTES ON TB7S AND RE VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bl'rcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI63719. 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 sec urely seat. A„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dinTension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS ca c3 o WEBS J5 0 0 0 Sy V V a ce c7 ce Or BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeko PANEL TM General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 Job russ Iruss type ty y 14673743 DR1965F AG1 ROOF TRUSS 1 1 Job Refe enc, (o 1) rnestio Mar age 11- 0-p 7-6-0 14-9-0 1 20-0-0 23-0-0 28-5-6 33-10-13 40-0-0 41-0-p 11- 0-07.6-0 7-3-0 5-3-0 3-" 5-5-6 5.5-6 6-1-3 1-041 Scale = 1:69.8 5x6 5. 00 F12 5 4x6 6 4 3x4 5x8 7 3 15x6 3 7 165x1 =15 8 7 1 = 4x6 = O c9 e2 3 II 9 1 101^ 9vo 5x8 = 3x6 = 18 14 13 12 11 3x6 = 2. 50 FI2 5x8 = 7- 6-0 14-5-12 14r9-0204-0 23-0-0 28-56 33-10-13 40-M 7- 6-0 6-11-12 0-34 5-7-0 2-8-0 5-5-6 5-5-6 6-1-3 Plate Offsets 1 -1 - LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loC) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.10 19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.41 Vert(TL) -0.18 18-19 >935 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.07 18 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15- 17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 15 OTHERS 2 X 4 SYP No.3 REACTIONS ( Ib/size) 2 = 721 /0-8-0, 18 = 607/0-8-0, 16=1743/0-8-0, 9 = 872/0-8-0 Max Horz 2=190(load case 4) Max Uplift2 = -363(load case 4), 18=-407(load case 4), 16=-537(load case 5), 9=-502(Ioad case 5) Max Grav 2=733(load case 6), 18=829(load case 6), 16=1743(load case 1), 9=880(load case 7) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1297, 3-4=449; 4-5=504, 5-6=885, 6-7=61, 7-8=-607, 8-9=-1215, 9-10=14 BOT CHORD 2-19=1208, 18-19=-17, 16-17=-718, 15-16=-57, 13-15=96, 6-15=630, 13-14=0, 12-13=0, 11- 12 = 1 106, 9-11 = 1 110 WEBS 3-19=-180, 17-19=1311, 3-17=-1624, 5-16=-1030, 6-16=-984, 12-15=769, 7-15=-618, 7-12=-154, 8- 12=-607, 8-11 =112, 17-18=-535, 4-17=-449, 5-17=302 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2, 407 lb uplift at joint 18, 537 lb uplift at joint 16 and 502 lb uplift at joint 9. 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 A WARMNO - VerVy design parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. o Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brmcing of the overall structure is the responsibility of the building designer. For general gu dance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 c WEBS J5 0 0 Q U O 0 U a ce c7 r0ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTeko TM PANEL CLIP FORM018,019 MANG-NWL ®. MYORO,A/R® 1 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job I russ I russ I ype ty y 14673744 DR1965F AG2 ROOF TRUSS 1 1 J0b Reference (optional) s Feb 19 2003 MiTekn ustnes, Inc. Mon Mar 31 1 age 1-0-0 7-6-0 14-9-0 16-7-3 22-0-0 23-0-0 r 1-0-0 7-6-0 7-3-0 1-10-3 54-13 1-M 4x8 11 Scale = 1:45.1 6 2x4 11 2x411 5 7 8 Ip5x8 2x4 11 2x4 11 2x4 3x4 = 3x10 I345.00 12 Ix- 81 = 2x4 11 x I oIcbv 2 `91 y7 t 2x4 11 5 8 = 2x4 112x411 2x4 II 3x4 10 2.50 12 2x4 11 22-0-0 7-6-0 14-6-12 14r8-0 20-4-0 2o-6r0i 7-6-0 7-0-12 0-2-4 5-7-0 0-4-0 1-4-0 Plate Offsets ): -1- ,1- -1 -4- LOADING (psf) SPACING 2-0-0 CS] DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.95 Vert(LL) 0.10 11 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 Vert(TL) -0.18 10-11 > 949 BCLL 0.0 Rep Stress Incr NO WB &.85 Horz TL) 0.07 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2 = 734/0-8-0, 10 = 1081/0-8-0, 7 = 393/0-8-0 Max Horz 2=354(load case 4) Max Uplift 2 = -308(load case 4), 10=-514(load case 4), 7=-218(load case 5) Max Grav 2=735(load case 6), 10=1081(load case 1), 7=405(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1339, 3-4=-1339, 4-5=243, 5-6=283, 6-7=-78, 7-8=17 BOT CHORD 2-11 =1244, 10-11 =-32, 7-9=71 WEBS 4-11 =-205, 9-11 =1382, 4-9=-1479, 9-10=-1007, 5-9=-323, 6-9=-482 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joints) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2, 514 lb uplift at joint 10 and 218 lb uplift at joint 7. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 rrti AWARNINO - VerVy design parameters and READ NOTES ONTBZS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Speclflcation, and HIB-91 MiTek® Handling Installing and Bracing Rocommondotion available from Truss Plate Institute, 583 D'Onohlo Drive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 1'/4 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401' continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 0 0 U a O Numbering System J2 J3 J4 TOP CHORDS 0 cr O U a 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N W! 0 MiTeko TM CLIP KYOR0-AIR ® . Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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. y, Job rus I russ I ype ty ly HORTON 14673745 DR1965F B ROOF TRUSS 1 1 Job Reference 10 tionaq H, L sFebi e, Industries, io on ar 31 1 age 1 1-0-0 5-3-14 10-0-0 14-8-2 { 20-M 21-M i 1-M 5-3-14 4-8-2 4-8-2 5-3-14 1-0-0 Scale = 1:36.0 4x6 = 4 5.00 .12 2x4 2x4 3 5 2 6 7 Ioct1 3x4 = 8 3x4 = 5x8 = 10-0-0 20-0-0 10-0-0 10-0-0 Plate Offsets X,Y : -1- -1- -1- - -[8:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) -0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 >993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS. 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1004/0-1-8, 2=1024/0-8-0 Max Horz 2=105(load case 4) Max Uplift6 = -429(load case 5), 2=-442(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=14 BOT CHORD 2-8=1430,6-8=1481 WEBS 3-8=-389, 4-8=536, 5-8=-444 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 6 and 442 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 61 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 t rti WARNING - Verjfy design parameters and READ NOTES ONTB7S AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss ==1911=1 designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, etection and bracing, consult GST-88 Oualfty Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI63719. 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. 8" For 4 x 2 orientation, locate plates 1/8' from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dinTension is the length parallel to slots. LATERAL BRACING Indicates location of required 401 1 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca ca WEBS J5 0 0 O CL O a Oc8c? ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N v® MiTeke O PANEL TM s General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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 Type ty y i HORTON 14673746 DR1965F BG ROOF TRUSS 1 1 Job Reference (o tional) sFebI e Industries, nc. on ar 1 age 1-0-0 5-3-14 10-M 14-8-2 20-0-0 21-M 1-0-0 5-3-14 4-8-2 4-8-2 5-3-14 1-0-0 Scale = 1:36.0 4x6 = 4 2x4 II 2x4 11 5.00 12 3x4 3x4 - 2x4 II 3 5 2x4 11 x x II 28 25o 2 11 6 Ll 7 Ig 27 2x4 II 10 2x4 11 2x4 11 s 2x4 11 8 2x4 11 28 — 3x4 —_ 3x4 2x4 11 7x8 = - 2x4 11 2x4 11 5-3-14 10-0-0 14-8-2 20-0-0 5-3-14 4-8-2 4-8-2 - 5-3-14 Plate Offsets ): LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) -0.05 9 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) -0.08 8-9 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 124 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-11 oc purlins. BOT CHORD 2 X 6 SYP No.2ND 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 (Ib/size) 6=902/0-8-0, 2=902/0-8-0 Max Horz 2=107(load case 4) Max Uplift6=-373(load case 5), 2=-373(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-25=-1514, 3-25=-1445, 3-4=-1053, 4-5=-1053, 5-26=-1445, 6-26=-1514, 6-7=34 BOT CHORD 2-27 =1325, 10-27 =1325, 9-10 =1325, 8-9 =1325, 8-28 =1325, 6-28 = 1325 WEBS 3-10=81, 3-9=-445, 4-9=476, 5-9=-445, 5-8=81 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 6 and 373 lb uplift at joint 2. 6) Girder carries hip end with 2-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 15.71b down and 10.01b up at 18-0-0, and 15.71b down and 10.01b up at 2-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-25=-74.0, 4-25=-61.7, 4-26=-61.7, 7-26=-74.0, 2-27=-20.0, 27-28=-16.7, 6-28=-20.0 Concentrated Loads (lb) Vert: 27 =-15.7 28 = 15.7 Junaidie Budiman, Lic.#451 10 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 1 Iti AWARNINO - VerVy design parameters and READ NOTES ONTBIS AND REVERSE SIDE BEFORE USE. —a Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brmcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consu8 QST-88 Quality Standard, DSB-89 Bracing Spectlicatlon, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/' * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, y8„ F Ya For 4 x 2 orientation, locate plates I /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dirrrension is the length parallel to slots, LATERAL BRACING Indicates location of required 401, continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur, Numbering System J2 J3 J4 TOP CHORDS c2 73- WEBS J5 oo U 3 3 s' ; p 0 3y V V a G6 o BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/ FHA ICBO SBCCI WISC/ DILHR GANG - NAIL 86- 93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040- N, 930013-N, 910080-N Im! 0 MiTeko TM PANEL CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each 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. 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 HYORMA/R i , r u -1. Dob russ russ ype ty y 14673747 R1965Fla CG SCISSORS 1 1 Job Reference (o tional) au I sFebI e Industries, nc. onMar 31 age 1-0-0 1 4-0-15 7-6-0 10-11--1 i 15-0-0 16-0-0 1-0-0 4-0-15 3-5-1 3-5-1 4-0-15 1-0-0 Scale = 1:28.4 4x6 = 4 5.00 Fl2 2x4 = 2x4 = 3 5 8 2 5x8 = 6 if Io 2.50 12 3x4 3x4 = 7-6-0 15-0-0 7-6-0 7-6-0 Plate Offsets MY): -1-11, - - - -1 - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 >908 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.11 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. WEBS , 2 X 4 SYP No.3 REACTIONS (lb/size) 2=782/0-1-8, 6=782/0-1-8 Max Horz 2=-80(load case 5) Max Uplift 2 = -340(load case 4), 6=-340(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=10, 2-3=-2090, 3-4=-1625, 4-5=-1625, 5-6=-2090, 6-7=10 BOT CHORD 2-8 =1935, 6-8 =1935 WEBS 4-8=969, 3-8=-394, 5-8=-394 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340 lb uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.#6634 1 Iti AWARMNO - VsrW des(gn parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss Wd- designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the AWKS responsibility of the erector. Additional permanent brbicing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling Installing and Bracing Recommendationavailablefrom Truss Plate Institute, 583 D'Onofrio Drlve, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 8„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Jolnt/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 1 continuous lateral bracing. BEARING V 'An , Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS c2 ca o WEBS J5 a: o _ o V 7 Q U O O ' h U a c8 c7 cb r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N W! 0 e MiTek" PANEL TM CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 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 HYORO,A&M ski !M1-. b russ russ ype ty y 14673748 1965Ft J ROOF TRUSS 14 1 Job Reference (optional) L sFeb 1 I e Industries, nc. on Mar age 1 1-0-0 7-0-0 1-0-0 7-M 3 Scale = 1:17.7 5.00 12 2 4 2X4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) n/a — n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.22 1 > 77 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/dell = 360 Weight: 23 lb LUMBER - BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 234/Mechanical, 2=42410-8-0, 4 = 66/Mechanical Max Horz 2=188(load case 5) Max Uplift3 = -213(load case 5), 2=-138(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 75 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 3 and 138 lb uplift at joint 2. 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 rti AWARNINO - VeWy design parameters and READ NOTES ON TRW AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brIacing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlna and Bracing Recommendatlon available from Truss Plate Institute, 583 D'Onohb Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 cc For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dinTension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING griA Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR GANG -NAIL 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N rm! @ MiTeko General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at I14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM CLIP HYDRO-A/R 6; Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection anal installation of trusses, 1993 Mitek Holdings, Inc. kr Job Truss Truss Type Oty Ply D R HORTON 14673749 DR1965F J1 MONO TRUSS 10 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:05 2003 Page 1 3 1-0.0 1-0-0 Scale 7:5.5 2 5.DD 12 i 4 1-0-0 r 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 2=177/0-8-0, 4=9/Mechanical, 3=-17/Mechanical Max Horz4=45(load case 4) Max Uplift2=-117(load case 4), 3=-21(load case 5) Max Grav2=177(load case 1), 4=9(load case 1), 3=26(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=-0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy. category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 2 and 21 lb uplift at joint 3. 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 It .f rti WARNDVO - Veft design pararneters and READ NOTES ON TEO AND REVERSE SIDE BEFORE USE. —_ Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss ---- designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bNcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, etection and bracing, consull QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c WEBS J5 O O O U a ca c7 cb O 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 APPROVALS4X4perpendiculartoslots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N Indicates location of joints at which bearings (supports) occur, MITek® O PANEL TM FORM018,019 GAr4G-'V"" ® MYDK0.AfR General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. fly o russ I russ I ype ty y DR1965F K ROOF TRUSS 4 1 14673750 Job Reference (o tional) sFebr e Industries, nc. on Mar 31 age 1-0-0 5-0-0 i-0-0 5-0-0 3 Scale = 1:13.9 5.00 12 2 4 2x4 = 5-0-0 i 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.07 1 > 237 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/dell = 360 Weight: 17 lb LUMBER - BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 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 55/Mechanical, 2=335/0-8-0, 4 = 46/Mechanical Max Horz 2=137(load case 5) Max Uplift 3=-149(load case 5), 2=-126(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 3 and 126 lb uplift at joint 2. 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 AWARMNO - Ver{fy design pammsters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stabARy during construction Is the responsibility of the erector. Additional permanent brarcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuB GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Rocommendation available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety (Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property13/' * 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 F YAse J2 J3 Ja TOP CHORDS owner and all other interested parties.. ca 2, Cut members to bear tightly against each other. 0 SWEB JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 3 t 0 Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices C, c46 o at I/a panel length(+ 6" from adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of o required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING 9riA Indicates location of joints at which bearings (supports) occur. ae FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N M! 0 MiTek® QAJL HYDRO -AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, 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 eregtion and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP russ russ ype ty lytDR1965F 14673751 L ROOF TRUSS 4 1 Job Reference tioSa) ar age, , 1-0-0 3-M 1-0-0 3-M Scale = 1:9.2 5.00 F12 2 i 4 2x4= 3-M 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 lb LUMBER - BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 69/Mechanical, 2=253/0-8-0, 4 = 26/Mechanical Max Horz 2=85(load case 5) Max Uplift3 = -83(load case 5), 2=-121(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 121 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARMNO - VerVy design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown is for lateral support of Individual web members only. Addlflonal temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding labrloation, quality control, storage, delNery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrio DrNe, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS C2 c3 WEBS J5 Cr 0 0 Cr U O O zti U a ca c7 06 1 r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N ra! 0 e MiTek" TM CLIP HYDRO,AW General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, eregtion and installation of trusses. 1993 Mitek Holdings, Inc. russ russ ype ty Ply DF119651` 14673752 M ROOF TRUSS 4 1 Job Reference (o tionaq 1 s e I e n ustrles, nc. on ar age 3 Scale = 1:5.5 5.00 Fl2 2 1 4 i 1-0-0 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360. Weight: 5 lb LUMBER _ BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = - 1 7/Mechanical, 2=177/0-8-0, 4 = 9/Mechanical Max Harz 2=45(load case 4) Max Uplift3=-21(load case 5), 2=-117(load case 4) Max Grav 3=26(load case 4), 2=177(load case 1), 4=9(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 28, 2-3 =-37 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 3 and 117 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.4451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 M Man t rti wARNZNG - Ver jfg design parameters and READ NOTES ON TB7S AND RE VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. ihls design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - -- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Addtlonal permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Spectikatlon, and HIB-91 Handling Installing and Bracing Rocommondatkm available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. MiTek® 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 O For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. 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 LOWEST JOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 400' ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur, MiTeke J ®. NYDRO,A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each cr joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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. FORM016,019 lip Truss Truss Type Qty Ply D R HORTON 14673753 R1965F S ROOF TRUSS 2 1 optional) CCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:34 2003 Page 1 I -1-5-0 5.3-5 9-10-13 i 1-5-0 5-3-5 4-7-8 4Scale 1:18.5 1g 3.54 12 3x4 3 2 8 2x4 II 7 6 5 3x4 = 2x4 = 5-3-5 9-10-13 5-3-5 4-7-8 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) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-8 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. WEBS '2' 2 X 4 SYP No.3 REACTIONS (lb/size) 4=308/Mechanical, 2=514/0-11-5, 5=429/Mechanical Max Horz2=228(load case 2) Max Uplift4=-249(load case 5), 2=-217(load case 2), 5=-123(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2-3=-1070, 3-4=64 BOT CHORD 2-7=1001, 6-7=1001, 5-6=0 WEBS 3-7=166, 3-6=-1069 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift atjoint 4, 217 lb uplift atjoint 2 and 123 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-74.0 Trapezoidal Loads (plf) Vert: 8=0.04o-4=-183.1, 2=-1.7-to-5=-49.5 Junaidie Budiman, Lic.#451 61 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 r r WARNING - VerVy design parameters and READ NOTES ONTWS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mfiek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss !aledesigner. Bracing shown is for lateral support of Individual web members only. Additlonal temporary bracing to Insure stability during constructlon is the responsibility of the erector. Additional permanent bracing of the overall structure is the iesponsibBBy of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installinq and Bracing Recommendation availablefrom Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property134 *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 8,. J2 J3 J4 TOP CHORDS owner and all other interested parties., c2 c 2. Cut members to bear tightly against each other, 0 WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate 0 cc and embed fully. Avoid knots and wane plates 1/8" from outside edge of a atjoint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices C, Of. 10 at I14 panel length(' 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING 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. 401 1 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 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 HYORO,A/R O Truss Truss Type Ory Ply D R HORTON 14673754IPR1965FS1ROOFTRUSS21 optional) CCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:05:03 2003 Page 1 1-5..0 1-5-0 1-5-0 1-5-0 Scale 1:5.4 q 2 3.54 F12 Y 1 4 1-5-0 I 2x4 = 1-5-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0,15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.02 1 >887 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 oc purlins. BOT CHOy D 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-40/Mechanical, 2=193/0-8-0, 4=6/Mechanical Max Horz2=47(load case 2) Max Uplift3=40(load case 1), 2=-175(load case 2) Max Grav3=25(load case 4), 2=193(load case 1), 4=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-24 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf, BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 175 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-74.0 Trapezoidal Loads (plf) Vert: 2=-2.5-to-3=-52.3, 2=0.0-to-4=-14.1 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 f l •; AWARNING - Veft design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss -- designer. Bracing shown is for lateral support of Individual web members only. Addltlonai temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property e J2 J3 J4 TOP CHORDS owner and all other interested parties.. 73- 2. Cut members to bear tightly against eacha other. 0 WEBS 3. Place plates on each face of truss at each ozFor4x2orientation, locate N joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 a o at joint locations. truss and vertical web. 00 a 4. Unless otherwise noted, locate chord splices ca C, o at I14 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE 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. 401:11 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® FORM018,019 TM PANEL CLIP HYDRO -AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber 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 anal installation of trusses. 1993 Mitek Holdings, Inc. 40-0-0 M S A9 M K L K All A13 A15 A17 A19 A A U A Q Q A 0 L! I A I A A A A A 14-0-0 BRG. IN ENTRY 14-0-0 A 2 VOLUME A2 AG1 CG CD 0II CD 0 0 I 0CD bi 20 0 0 ! 5-0-0 IL 15-0-0 FV1'Af I ff 1G: ALL BEARING WALLS TO BE PLACED —IJ-L 1 PLY HGR. I 1I REVIEW ALL SPAN DIMENSIONS--BRG. WALLSGTfCE PRIOR TO SETTING TRUSSES.. ;1- % 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS WALLS SHOWN ARE TO BE BEARING.. Ll 3 PLY HGR. SIGNED APPROVAL: X JOB NUMBER: DR1965F DATE: 8-6-02 PITCH: 5 LOAD:SHINGLES 407-321-1440CCU SPAN CUSTOMER: D R HORTON BY-T.H JOB NAME. MODEL 1965 "D" ELEV. BRG: BLOCK 0 M I A M l•OADE PRODUCT CONTROL rremdor Entry Systems . t 1 E. ,icferson, P.O. Box 76 Pittsburgh ,KS 66762 WAIYII-DADE COUNTY. FLORA METRO-DADE FLAGLER BU(LDI; BUILDING CODE COMPLIANCE OFFI, Mr,-TRO-DADE MAUER BUILDr 140 WI:S't'FLAGLER511r,.liT,St1I'11i k MIAMI, FLORIDA 33130.1! TICE OF ACCEPTANCE (305)375-2901 FAX (305)375-r: ON'I'IWCCOtt 1.ICENS114C: SK'CTI, 305)173.2327 1°AN (305) 373•:: WINTILWI'Olt HIS, FORCEINI XANT 1)1VISb 305) 375.2966 NAX (103) 375-: I,itoou(r CONTH01. UIV1S1 303) 375-2902 VAN (305) 372-6 Your application for Notice of Acceptance (NOA) of, Elitergy 6-8 S-1NV/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Lode 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) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material, .fails to perform in the approved manner, BCCO may revoke, modify, or suspend t 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, Cede. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raul tcoar)guez Chief Product Control Division THIS IS THE COVERSHEET,_SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE 8c PRODUCT REVIEW CONIMITTEE 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 Nliami-Dade County, Florida under the conditions forth above. A I' P RO VE D: 06/05/200 i Francisco J. Quintana, R.A. Director Miami -Dade Count), Building Code Compli:ulce 01'fic Clyy OF ,_ Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: Si'LCIFiC 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), 199.4 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 22 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-W/E Inswing Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW71, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preDarec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Si,iglc door units shall include all components described in the active Ica f 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 thin 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are desioncd 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 renuire a hum( Pio;ection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved"'. 6. BUILDING PCRMIT.REQUIREtMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1,2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1,3 Any other documents required by the Building Official or the South Florida Building Co, SFBC) in order to properly evaluate the install ion of this system. Manu f Pcrc2, P.E. Product Co ro Exam: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED • JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OfACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acccptancc (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce) and granted by this office. S. 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 Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspcction 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 rcmova) Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEI'"ANCE Manu Pcrcz, P.C.; Product Contr ,cam Prndu t_Co'ntrol nivitinn Glazed Unitts x X0, OX, OXO XX, OXXO COP-WL-MA0100 02 " , " FIBERGLASS DOORS 6'8" Height — Inswing 2'0" COP-WL-MA0141-02 02-0419.08 Application Filed) 52.0 NO TV 2'8" 2'10" TO" 3'6" Not Listed Not Listed 2'8" + 1'0" 02-0419.08 COP-WL-MA0143-02 (Application Filed) 52.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" TO" + 1'2" IT+2'8"+1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 I NO I 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" VG" - 3'0" + IT" 1'2" + 2'10" + 1'2" 12 +30 +t2" 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 2' 10" + 2' 10" + 2'10" 37 + TO" + 3'0" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO i 2'8" + 2'8" 210" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO I2'8" ; 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instruclions 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, slate or local building codes specify the edition required. 5 Masonite In!erra:lonal structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade 8CCO protocol PA201, Oak gaff ARk EK" a t.nA Test..-1 FIDEXCI.AAS [.n T'NY UOONC td T.v..d FM0E."Ooat Z0 29. ?002 cDigmw' y Dn,pryn of D,Xucl ialDIO.Telcol npt" swdic)lia ls, design 3rd P-mucl Dfltll : uDjCU 10 03npC wiODUl n41iCC. t. LlulH nit tea- r E/ i't.'r./fir/.:,i / i+ 0••tty D•"rt Masonite International Corporation Glazed Units drrannemanl' X X0, OX, OXO XX, OXXO COP-WL•MA0100.02 FIBERGLASS DOORS 6'8" Height — Outswing TV COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6" 2'8" 2'10" 316" Not Listed Not listed 2'8" + 1'0" COP-WL-MA0163-02 Miami -Bade BCCO DP Railing = 02-0418.03 Application Filed) 55.0 NO 2'8" + 17' 2'1X + 1'0" 2'10" + IT, TO" _ 1.0:, 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Applicalion Filed) 55.0 NO I I IT + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + IT 1'2" + 2'10" + 17' 1'2" + 3'0" + 1'2" 2'6" r 2'6" 2'6" 2'8" + 2'8" + 2'8" 2:1 C" + 2' 10" + 2'101' i 3'0" + 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" + 3'0" 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'l0" + 210" + 2'10" TO" ; 3'0" + 3'0" + 3'0" Notes. 1. Occr arrangements using fewer panels than wha! is shot•m in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonhe Warnstional 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 6 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 entrytor impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak i-Et AR M' t .."C h.'FAY UOOR.5 Wo-T+wN fbr'4 tnh CN.: AD,4 e. NO2 ZC+"b'oD.op1amo100060+11DfWM10IMakt%SDtC1rC*QMUSiD4MdW0110 Masonite International Corporatior. IN'A ;i+_i:" to ch)npc 114110o1 Nutt. Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing Arrangement X i Singles r 2'0" r t COP-WL-MA0146-02 1.1 1 0P Rating 02-0423.01 Application Filed) 40.0 Impact NO 2161, 2'8" 2.10„ —` 3'0" 3'6" Not listed Not Listed — 1WIMAgm Multiples r t 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 COP-WL-MA0148-02 I 37 + V2" 1.1• OCCO 02-0423.01 Application Filed) t 40.0 t. NO i X;;. OX, CX0 1'0" + 2.8„ + 1'0" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO r I l_ "0" ` 210" + 1'0" 1'2 + 2'8" + 1'2" 1'0"+2'8"+IT 1'0" + 3'0" + 1'0" t'2" + 2'10" + 1'2" 17' + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'i;' +'s'0" + 3'O" XX, OXXO 2,8„ + 218" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO 2'6' + 2'8" `+ 2'10" + 2`10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is srtown in the above chart also comply under the product approvals shown. 2. Assembb/ details are available from, the Masonite International website (www.masonite.com) or from the technical center. 3. lnstaaation instructions are available from the Wasonite Internaticnal website (www.masonite.com) or from the technical center. Actt 2i d sig^ pressure requirement for a spaci`lc cuiWng design & geographic location Is determined by ASCE 7 (Minimum design loads for b0dings 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 PA201, PA202 & PA203. O ak r aff MTIEK" N7MY 1100WA rve"1..,v,1/Owp„, PREMOaW. llm Masonite International CorporationEcrDrc; ;n et P106UO imp,ovemcnt Itoes spc5ii.;:;:or$. eeige :. I"x,a Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing ISinglesI X TO" I 1 COP-WL-MA0166-02 r 02-0423.03 Application Filed) I 47.0 1 I NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed 1Multiples(Masonite1 2'8" + 1'0" a t 02-0423.03 COP-WL-MA0168-02 (Application Filed) 47.0 NO 2'8" + 1.2" 2'10" + 1'0" 210" + 1'2" 3'0" + 17 37 + 1'2" X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 17 + 37 + 17 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO TV + 2'8" + 2'8" + 2'8" 210" + 210" + 210" + 2'10" 3'0" + 37 + 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. S. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akcraff AR EK'" F"IIl1:KII-A.iC F--N"I'NY^Dooks Flo"-T..u..d F—,« .t"rry D— rAUY, M i r/. O•• r Dao.. Ap'd 29. 2D02 Our conunu.ng oropDm of oroducl improvement makes Smftali mB. deSiDn and producl Masonite International Corporation delail subject to clnnpe -houl Mike. Opaque Units COP.WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing 7X1 1 2'0" 0 VifI 1 COP-WL-MA0101-02 I1• t 01-1031.01 1 76.0 1 1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed I 1 1 2'8" + IT 2'8" + 17 2'10" + 17 2'10" + 17 3'0" + 1'0" 3'0" + 17 1 1 COP-WL-MA0103-02 1.1' 02-0109.10 Application Filed) 1Rating:Impact 55.0 NO XO, OX, OXO 1'0" + 2'8" + 'IT COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 17 + 2'8" + 1'0" 1'0" + 37 + 1'0" 17' + 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-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 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 BCCO protocol PA201, PA202 & PA203. Oak raft AR k EK" H ..Mri1.ASS F. 1NY *130ORS N Tu Fawal•u Er D. CC,,,,Mn.,., lLY1a/V .rin Oo• ADr929. 2001 Our c0"lin-0 program 01 DroduCf mprovemenl makes SDecilKAl . de Q. and D'oducl Masonite International Corporation aelarl Suo.ec110 mange..I110u1 nW2e Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing X Singles(width) 2'0- I 1 COP-WL-MA0121-02 1 01-1031.02 1 76.0 1 1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed 1'Multiples1 X0, OX, OXO 2'8" + 1'0" 1 11• COP-WL-MA0123-02 02-0109.09 Application Filed) 1 55.0 1 1 NO 2'8" + 1'2" 210" + 17 210" + 1'2" 3'0" + IV' 3'0" + 17' 1'0" + TV + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 17 + 210" + 1'0" 12" + 2'8" + 1'2" 17 + 2'8" + 1'0" 1'0" + 37 + 1.0" 17' + 210" + 17 12" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO TV + 2'8" 2'10" + 210" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akcraff AR k EK'" FIHF.HGLASC FNTHY OOOH' No"T ."""Afu..p."Furry Door• Agri 29. 2002 0" roe Masonite International Corporation Our commuin0 program of product irnpr mcrt makes specilications. design andproducl delad SUpreel 10 change withou1 nOum Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing 2'0" COP-WL-MA0106-02 1.0• 02-0109.08 Application Filed) 70.0 NOX 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed NO X0, OX, OXO Multiples (width) 2'8" + 17 Masanite International COP-WL-MA0108-02 r., • 02-0109.08 Application Filed) 55.0 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 1.2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'1 On + 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" TO" + TO" + 37 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" 37 + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft AR EK" eI N1:H(i 1..1ti.S K. I'— DOOMS Ion.T..r d ilwNu EnvT Ooor. a//)CC,,'' AU Dal? 1./.i. El N aora 2T 2002 O Masonite International Corporation Ow commmno Dwonm of Droeun imD101— dt makeS SDeEl iealOnS. dtvbn and droducl dead subject 10 CDande wilnoul n01Ke. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing X 2'0" 1 , COP-WL-MA0126-02 t 02-0109.07 Application Filed) r , 70.0 NO TV 2T 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO Joe,, 2'8" + 1'0" rlriiaolmjm jW, COP-WL-MA0128-02 r 02-0109.07 Application Fled) r• 1 55.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 17 37 + 17 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 17 + 2'8" + 1.2" 17 + 2'8" + 1'0" 1'D" + 37 + 1'0" 17 + 2'10" + 1'2" 17 + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 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-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 37 + 3'0" + 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 websile (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. I. Oak raff AR k EK" 1 . 'I c r .t V1.1 H(: 1..1\ti EN V`nooHS—T...—E—p. Em.T Do AVlit 29. 2002 Ow commum0 program of product Ll plovemen, makes Spepifi[ations. 6e pand product dead supiect to ctmge wBAout notim Masonite International Corporation MID•WL-MAOD01 02 `. '` ':" Unit 6• TYP. UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. Tin, -117MI17MIMPT, 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" f f Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Ea•.,.e, r,•m m o.. April 29.2002 Masonite international Corporation Our co-numg program or producl improvement makes sMOc 2lgns, desgn and prodv delad SublKi 10 0310e wdhoul no1Ke. XO or OX Unit MID=WL-MA0003.02, ' SINGLE DOOR WITH 1 SIDELITE 3- 6• 6' CL TYP. n'P• f _TYP. TYP. T') UNIT 8'0" UNIT 15/16' 17.1/8' MAXIMUM ON CENTER TYP. i 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require Iwo 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t . f It Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS 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. n Apni29 M,02 Masonite International Corporation N, —'-- —, ,^ w moaoo ••.;ro-.cnem mash succ,ow,.om. ees gn arc r%„o doad SA,m Io 011ge .n"OW "once. MID=WL-MA0004.02Unit SINGLE DOOR WITH 2 SIDELITES s• TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. EN Mri—ij 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. lffmzI t• t Width of door unit plus 1/2" Height of door unit plus 1/4" 1 / 1 1 1 T T T T T Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: t. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. n f •< luf•v•ly from Aprii29 2002 Masonite International Corporation INS CO hnu•0 a•uo f n W h, uUo:' ,•:Yovnnnn mJSps WfU,KLu r. uff+ Jn ]i,C 0'0f aw" 50" o :,"g, wilhhVi -.1- oxxo , I 1 t t Unit ' DOUBLE DOOR WITH 2 SIDELITES 6- CL TYR TYP. 3' TYP. T P 1 11 11 l ll 11 1 Il ll 1 1TYF 1 i1 it I 11 11 i 11 II I~ r13 I f T f f f I T T T 1 I 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0• UNIT 5/16' 17-1/8' MAXIMUM UN CENTER TYP. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-114" 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. to April29.2002 Masonite International Corporation Oul coniinv.n0 d.00- of d. oduo a ,d—enl makes SpKd-1,0nS. despn and moouo dead suojai io cnanoe wnnoul noke XX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 COP-W4MA0142.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 6'0" x 6'8' Design Pressure 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 beep followed —see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 D00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0n0 no 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be urea in the following door style: Eyebrow 5-panel with scroll. Oak raft AR EKr 4 ,•our 1j11JL .xr• r.t,.•..1 I IUl: 1l(:Ln11 LN"1'"1'000Nti NwwT..v.0r4.rr1•u furry Donn rN)fll e,•• TALI ",+ p S Or••••v Oean April 29.2002 Masonite International Corporation Om conlinu,Og Otogtam or oroduD ^nYOvemMl ma t,S SgeC,fiCal onS. deTign and otOdutf devil Subject to Change w h0ut nonce XX Glazed Inswing Unit COP-WL-MA0142.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 4D4 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, RE/20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 4 EK" al-1 "1'c.i cal I:IUL' 1;11» L-111111—s —.—EMrrru E—y D. April 29, 2002 Our conhn-11 program of product 'mprovemem makes spnilicnions. design and product oelail suhlttt to change without nonce. f c<lur v<ly 1•00 M asonite International Corporation 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 unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 ® 00 00 00 00 100 Series 03, 135 Series 136 Series 822 Series 1/2 GLASS: o o0 00 n ° a 00 00 00 00 00 n0 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass 4d :nay also be used in the following door style: Eyebrow 5-panel with scroll. Oak raff AR q EK' E.e1utiv . m t..,, n rnot N.:cna GK'I'N\'U,IIIN] r.a..b...,,w r*«r•vc+,.o., PRfM v':'%..//„1,:.,, 7( •/°r iC ri Vl i Apt 29, 2002 o...,., o Masonite International Corporation bu, CO,Hmcmp O'oOunt Of P,OdoCl O".q. dtu weieu ¢ cnmde wdnour no1Ke. XO or OX Glazed Inswing Unit COP•W4MA0143-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a H 0 F s all 00 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: w..t 129 Series 200 Series 12R. 12L. 23R. 23L, 450 Series 152 Series 149 Series 109 Se es 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections. State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakr-raff AR k EK I IIILI: I'I..\\.\L.Iltl `I)111)N Nei T,.--TZ-0.. April 29. 2002 Ow c0n1nu'n0 P1001am 01 proaucl unwovemenl makeS sometica ons. aes.On and oroducl aeo l s- to cnange wnnoul nol•ce Ow. Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: h p 4'. A,, A, A it — COP•WL•MA0194.02 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 2 Sidelites Maximum unit size = 9'0' x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements 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 Do 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: UU HU 0 ° a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5 panel with scroll. Oak raft AR k EK" E..le.:..l...em t'—RGLA\l LN'I AY VOOK1 Non.Te.urtd Fp.rN" Env, Door. /)C,,/-OZ t1 IUYI VI\.,11—fir. n. i+0. rOe April29,2002 Masonite International Corporation Ovr cones Q dolam o! product . orovtment makes ipKdreajm 5. oevOn and prOduet dean 1011111. cnan0e wit00ut nonce. COP-WL-MA0144-02 r Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a s a on 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: t- 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, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakraff AR k EK" I: IULMe;LAS.% LN'I'N' U00-1 Iwr-T.nr A F'DYru Em Dour April 29.2002 Ow conlinu,no program or Droducl inhDrovement makes sDKificarions. design and Droduct delail suOled 10 Change wi1h0u1 nohCt, C.' Eaclur• relY Irom I ICJ "I n e n - Masonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-W4MA0145.02 <. FIBERGLASS DOORS O z . Double Door with 2 Sidelites Maximum unit size = 127 x 61- Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x IST". Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 no 00 00 Doi an 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n n ° a 00 an 00 00 00 an 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oakraft ARTEK" E.......,r ..om I'In IN(L:\S.1 LNINI' D()UN\ Ien.T.urW f4e.rla.. Envy Door. L n April 29.2002 Masonite, International Corporation Our c 4nngo(og1am or Dr000O Improvement mates sDKdKJlrons, de,.gn and d,oduCl dead woieu to mange wnnom nol•u. OXX0 COP-WL-MA0145.02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 2413, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 f / &a State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR k EK" I 1 `IM L N I: L.\\.I L IAIHI `I.....N iw 1...... r4..r.., E—, Do April 29. 2002 Ow a nn o groor— of orodua undrovemem m t,s soeutKtdro s. design Er,0 d.oduct detail iuoiecl to ctunge wilhoO t notice. CC..'' E.<lufrely from Masonite International Corporation XX r I a 17-02 Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = FT x 8'0" Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: am 00 Do 822 Series n 1:1 ao 404 Series 108 Series Oak raft AR EK" r.rt...1r„om w., ..,1. •r.in, e.,u.c.l 1AUCRGLASS LI`NI*Kl' DOORS April 29.2002 rvoo-L.w..Aq»gtw En" Doon fII >tn/11, m Ou. ,./po a. Masonite International Corporation N, p, og,am or pi0ducl improvement makes SpeCaiOlNnS_ design and p/o0uO d"a" 1.0,111 10 mange .,in.u% notice. XX ' I I Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EWr.a- .. o 'rr.rorµe I IUL-Nl:l.\..LI IMI 1)11r1 . Wnn.r••u Fq g.."EnvyD.- April 29.2002 out continum0 program or product mDr,,, mmt makes spedticatiom. oe ign •M Drrbucl oeta'j s.WV to change without nonce r,dwi.ar Iron o•ry poor, Masonite International Corporation XO Or OX I ' t I • , I Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. x O Oi Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size = 67 x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 114 GLASS: DID as 822 Series 1/2 GLASS: 0 as 404 Series 108 Series O ak raft AR EK' I..r. n Ir 'd Apn129. 2002 Out olo013 1 of pl000cl r'D'1.1 1 m hcs Speca¢algns. aciian snd p'aaucl 00', . mniro to cnonpe -n ., rtlul4rely ,,um f- PREM '?6,-(/GC2/ n ar-, a Masonite International Corporation or • COP-WL-MA0148.02 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: X= 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: 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). i/ aatxe State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 1 EW f.. .,.. r.•m rro wc:cnss Lr j_ unn..' we..,u....a Fn,r, u[+..T 0— PREMD ? April 29.2002 Masonite International Corporation Our conbmm"'0 Poor ut orooun'morwemem m0ts soeorrcmons. oesoo i^O orooucr 10 m Chang, _Mul ,ouct. OXO Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT. 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 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 beetl 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: am 0o 00 822 Series 1/2 GLASS: 00 404 Series Oak raff AR EK'- I:II ;.';LA.1'1 L.11'.'* 0111-1 r—,—Em.1 (low. April 29. 2002 0., Conl1 11 I Dlopam OMDeIDn ana ".C., Mil TUICto Change :how no1Kt. 108 Series E .c lulively Iron PREMa 0' :'. 11,1, a ° Masonite International Corporation Ox0 t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: f7 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, PE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, PE. — License Number 56533 Oak raft AR EW FIBERGLASS LNTRY DOOMS rm,.t e,..a aa...,r En-000., April 29.2002 Our continuing program Ot product +npro,,ement makes Specification. design and product detaf 300jeCt to changt without notice. tlur.et, rrem Iasonite International Corporation OXX0 Glazed Inswing Unit APPROVED ARRANGEMENT: 0 810" FIBERGLASS DOORS 0 0 1. fi tj. 3 -i tom Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size =12'0" 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-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: am 00 0o 822 Series 112 GLASS: n 00 404 Series O ak raft K" _ AR E 1 'I'c+rurc.l I:IlaERGLAN-S LN rmi* uo—N N T.—dfa,«p.uE."0— April 29. 2002 Our conlIm—g program of orodud . 0oementmaresS, a ifi"lions. des;gn and Uroducl detail Su01K110 COange .I100Y1 W.— 0 108 Series Eaclurirely Irom o...urr n Masonite International Corporation OXXO Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: s & rCOP-WL-MA0150 02`° 8'0" FIBERGLASS DOORS 0 - 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 Oakraft AlF 4 EK" nm I III L Me:L,N%S Lf IN l'`nnnµI WM1T..wreE F. e.. Env. Doon AprI129. 2002 Our commwnp Dropmm of p,odua-p—e—n, makes TDttAKal onz. d<sipn and product Masonite International Corporation detail suoieci to change without not.¢ XX Glazed Outswing Unit APPROVED ARRANGEMENT: 04 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Maximum unit size = 6'0- x 6T Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national, stateor local buildingcodes specify the edition required: MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 as a0 0o on D00 00 100 Series 133. t35 Series 136 Series 822 Series 112 GLASS: 0 00El 00 00 00 0o 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oakcraff AR k EK" om I `I 11 I: Nl:L •\\ Lt'1 K1' Ull()N Non.Te.ureO fOerrau E•.v10w April 29. 2002 0.1 cdmm mp DIM —orwddun myo.emem mantes soaoienrons. design ono dlddutl M a s o n it e I n t e r n a t i o n a 1 Corporation deua s,Ibrecl 10 cnanee wanoui A01te XX Glazed Outswing Unit COP-WL-MA0162-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: r(bl!, T4'SPE F 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff AR 4 EK" i.,—F L,.—G1.111 L N1Ml' UU(1N.ti NomT..wr.0 f-0o•Nufnv, D_" April 29. 2002 Q0, OOn1,n0.nQ DmQrim Or 0.000Ct i'01—menl mdke5 specAunions. design and noOKI de .1 ^D ID c1pnge rvilnOW n0bce Oo.r Doo.• Masonite International Corporation XX COP-WL-MA0167.02 Glazed Outswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 _. i` Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6'0- x8T Design Pressure 47.0/-47.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic locationis determined by ASCE7-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: oa 00 822 Series 1/2 GLASS: Oak raft AR k EK'- 1FID—GLASS LN'1'M1R..11-1 N•rv1.—fax.j-1—Oaon April 29. 2002 Our Commume prooiam 01 pr Odun vnprovemMl makes SpCUbgbpns. dc40o and DrOdutl dead Suplen 10 Elu^dew rOW W C, . El 108 Series Ou.El Masonite International Corporation A4l` 3/4" X 1-1/2' X 13GAGE MIN. 2' GALV. STEEL GALV. STEEL HORIZONTAL ANGLE. HORIZONTAL TRACK 16 GAGE OR 13 GAGE %,{ BASED ON THE WEIGHT%i il-sueOFTHEDOOR. 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2-LAG SCREWS. — FOR 16' X 7' USE 1/4" X 3/4' - HEX HEAD SELF DRILLING SCREW DETAIL D 2' 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4"-20 X 5/8" TRACK BOLTS. 63" (16' X 7') OPENING HEIGHT NOT OVER DOOR HEIGHT) 42"(16' X 7') 54"(9' X 7') 21'(16' X 7') 33"(9' X 7') 16'X7' (4 BRACKETS) JL 9'X7' (3 BRACKETS) 5" 20 GAGE END STILES - FASTENED WTTH TOG-L-LOCS TO PANEL USE END CAP OVER END STILES. AMM(SEE DETAIL C) , 18 GAGE GALV. STEEL CENTER HINGE-J `20 GAGE GALV. STEEL CENTER STILE 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2' LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. SECTION B—B P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE I NEGATIVE POSITIVE INEGATIVE 8'-0" 7'-0" 1 32.8 1 -37.4 49.2 1 -56.1 9'-0' 7'-0' 29.1 1 -33.3 43.71 1 -49.9 16'-0' 7'-0- 23.6 1 -26.3 35.4 1 -39.5 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735-, 19-1/2', 21"OR 24" HIGH PANEL. GALV. AND PREPAINTED STEEL 26 GAGE FOR ALL MODELS EXCEPT 24 GAGE MODEL 750 1 2' T X 1/2" LONG 16GA. GALV. STEELkGEBOLT8cNUTTOPBRACKETWITH OPTIONAL SSB GLASS 14GA. ROLLER HOLDER WITH 2 FASTENERS. 5 STRUTS 3' 18GA WIDE 1/4"X 3/4" LONG HEX HEAD SELF (SEE DETAIL A) DRILLING SCREWS. 2 PER VERTICAL STILE) 16' X 7' DOOR 2" ROLLER WITH 7/16" DIA. LONG STEM. B TIRE: STEEL 10 BALL 8' AND 9' WIDE DOORS 2' ROLLER WITH 7/16' DIA. SHORT STEM. TIRE: STEEL 7 BALL SEE DETAIL C M 16" AIR VENTS14GAGEGALV. STEEL END HINGE ATTACHED WITH (4) OR 14"X 1 REQ'D. OPTIONAL SSB GLASS LIGHTS 5) SCREWS. SEE DETAIL C. 20 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL, 4 STRUTS 3" 20GA wID SEE DETAIL A) 4"X 16" AIR VENTS 2) REQ'D. 60 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL. GALVANIZED STEEL STRUT. ATTACHED WITH 1/4" X 3/4' LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) i-20 GAGE END CAP CENTER STILES 5 COLUMNS) ALTERNATE CONSTRUCTION CENTER HINGES USING (2) STRUTS 3 COLUMNS)----_ 71 B 16' DOUBLE CAR) ALTERNATE CONSTRUCTION USING (2) STRUTS.-7 LOCK Bin rr----i1 rr=,l n rr----i r=—i n B 2' 20 GAGE END STILES POLYSTYRENE INSULATION © OPTIONAL FOR MOD. 724 AND 730 OO g o 0t 13 GAGE GALV. STEEL BOTTOM BRACKET 0 ATTACHED WITH 2 FASTENERS t BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. LH. FOR A 16' X 7' DOOR USE ONE DETAIL C SECTION A —A EXTRA SELF DRILLING SCREW THROUGH TOP LEAF DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10' DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", 30' ROOF HbGHT, ROOF PITCH > IV, 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOROTHERLOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDMONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. OF HINGE 9' SINGLE CAR) CENTER STILES do CENTER HINGES (1 COLUMN) I (-- 1.25" 1 I-- 2.75" - DETAIL A 3" 20GA WIDE STRUT 3' 18GA WIDE STRUT P.O. BOX 13858 7,, MAUMELLE, AR. S®R 72113 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993-8, s WINDLOAD RESIDENTIAL STEEL DOORO TOLERANCE FOR SBC 100 @150%" MPH, FBC FRAC.f 1/64 NEXT LEVELDEC. t .015 ANG. t 1' PLOT SCALE 1=1 DATE: DWG. NQ, 9/14/94 99—B-033DRN. BY GDR SHEET 1 OF 3 r I 13 GAGE MIN. GALV. STEEL 1/4" X 1/2" LONG USE FOUR TRACK SPLICE OR FLAG BRACKET. CARRIAGE BOLT & NUT FOR 16'X8' FASTENERS16GA. GALV. STEELFASTENTOWOODJAMBWITH FA 9'XERS 5/16' X 1-1/2' LAG SCREWS. 6 TOP BRACKET WITH 14GA. ROLLER FOR 18' X 7' TT HOLDER WITH 2' GALV. STEEL & 18' X 8' USE 2 FASTENERS. VERTICAL TRACK 1 X 38' FOR 1B'X7' & 18'X8' VERTICAL 16' RAC HEX HEAD SELF SEE TOP BRACKET 13GA. (18'X7', DRILLING SCREW DETAIL DrF,-1 ON PAGE 3 USE TWO EXTRA 18'XB') X8' & 10' X 8' DOOR SELF DRILUNG 63" ( 18' X 7-) 72 ( 18' X 8 ) 72" ( 16' X 8') 72" ( 10' X 8') 54 ( 18' X 7')I 63" (18' X 8' 63" ( 9' X 8') OPENING HEIGHT NOT OVER J41 42" (18' X 48' ( 18' X DOOR 48' (16' X HEIGHT) 33' ( 18' 48" ( 10' X X 7) 39 ( 18' X 8') 39" ( 9' X 8') 21" 18'X7' 24" 24' ( 16' X 8') F:15- 24" ( 10' X 8') X 8') 5" 9' X 8' (3 BRACKETS) 16' X 8' (4 BRACKETS) 0' X 8' 4 BRACKETS) 18' X 77 BRACKETS)) 18' X 8' 7 BRACKETS 20 GAGE END STILES - FASTENED WITH TOG- L-LOCS TO PAN 3/4' POLYSTYRENE INSULATION STANDARD FOR MODEL 735-% 19-1/ 2% 21' OR 24" HIGH PANEL GALV. AND PRE- _ PAINTED STEEL 26 GA. ALL MODELS EXCEPT 24 GA. MODEL mn USE END CAP OVER END STILES. 1-3/8" POLYSTYRENE SEE DETAIL C) INSULATION OPTIONAL FOR MOD. 724 & 730. 13GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2• FASTENERS ( 16'X8'). 4 FASTENERS ( 18 X7 18'X8'). SECTION B- B 2 FASTENERS (9'X8') 18 GAGE GALV. STEEL CENTER HINGE AND (70'X8'). ATTACHED WITH 4 FASTENERS. SECTION A -A 20 GAGEGALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS --1 f- 1.25' TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S. F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'-0" 8'-0' 25.5 29.1 38.2 43.7 10'-0' 8'-0' 33.0 36.9 49.6 55.3 16'-0" W-0" 24.3 27.3 36.6 41.1 18'-0" 8'-0' 27.3 30.7 41.0 46.0 18'-0' 7'-0' 27.3 30.7 41.0 46.0 2 ROLLER WITH 7/16" SCREWS THROUGH DW LONG STEM. TOP AND BOTTOM TIRE STEEL 10 BALL LEAF OF HINGE 18' X 7' & 18' X 8' DOOR AND END STILE, 2" HURRICANE ROLLER ON 16 X8, 18' 7' L.H. WITH 7/ 16" DIA. 18'X8'. LONG STEM. RAILS 8 STRUTS - 3" 18GA WIDE SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C USE ONE EXTRA SELF DRILUNG SCREW THROUGH TOP LEAF OF HINGE ON 10'X8'. TIRE. STEEL iv o I- 9' X 8': 10'X 8' 20GA. END CAP, NO RIVETS. 9'X8' 2" ROLLER WITH 16' X 8': 16GA. END CAP & RIVETS. 7/16" DIA. SHORT STEM. 18' X 7' & 18' X 8': 13GA. END CAP' & RIVETS. 14 GAGE GALV. STEEL RAIL END HINGEATTACHEDWITH4, 5, OR 6 SCREWS. SEE DETAIL C. 20 GAGE o e END STILES 16'X8' & 18'X8' D ETA I L C POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE 2• GALVANIZED STEEL STRUT. ATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 4 STRUTS 3" 20GA WIDE SEE DETAIL A) 47X 16' AIR VENTS 2) REQ' D. L 60 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL SSB GLASS CENTER STILES & HINGES (1 COLLIN 3 1 q 2. 75- //6 DETAIL A 3" 18GA WIDE STRUT WILLIAM T. LINDEMANN . P:E. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES USTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B", 30- ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. Consulting Structural Engjr-g' C r' 1140 Anderson Street, Clermont, FL 34711 352) 242 0100 6 STRUTS - 3' 18GA WIDE SEE DETAIL A) LOCK OPTIONAL - SEE DETAIL C 4"X 16" AIR VENTS 4) REQ' D. 120 SQ. IN. MIN.. TOTAL OPEN AREA) OPTIONAL ALTERN9F CONSTRUCTION USING (2) STRUTS./• 9' SINGLE CAR) OPTIONAL OPTIONAL SSB GLASS 18' (DOUBLE CAR) 4"X 16' AIR VENTS 4) REQ' D. OPTIONAL. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL SSB GLASS UGHTS--\ 16' (DOUBLE CAR) OPTIONAL SSB GLASS 3" 18GA WIDE' SEE DETAIL A) 4"X 16" AIR VENTS 1 B B. ( 2) REO'D. B 60 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL.---, NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4"- 20 X 5/8' HEX BOLTS & NUTS OR 1/4' X 1/2" LONG HEX HEAD SHEET METAL SCREWS. r G 2422 3/5/02 F 2413 1/25/0' E 2137 2/9/00 D 1724 6/24/97 C 1549A B 1549 A 1449 NOTE: GLAZING DOES NOT SATISFY IMPACT 1366 DEBRIS REQUIREMENTS IN FBC I I REV. E.C.N. 11-01- 94 KDD DATE IAPPROV B CENTER STILE ( 7) COLUMNS CENTER HINGES 5) COLUMNS ALTERNATE CONSTRUCTION USING (2) STRUTS7 , B CENTER STILES ($) COLUMNS CENTER HINGES lls3 COLUMNS ALTERNA CONSTRUCTIONUSING (2) STRUTS.7• B 8' CENTER STILES & C NT (SINGLE CAR) HINGES (1 COLUMN) OPTIONAL LOCK P.O. BOX 13858 MAUMELLE, AR. tYV 1LL 1 SOR DO®R 72113 1(501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993-8, 9 WINDLOAD FOR SBC RESIDENTIAL 100 @150% STEEL DOOR MPH, FBC 120 MPH EXPOSURE "B" NEXT LEVEL DATE: DWG. NO. PLOT SCALE 1=1 9/14/ 94 DRN. BY GDR 99- B- 033 SCALE NONE SHEET 2 OF 3 F07 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. 3 GAGE GALV. STEEL TOP RACKET WITH 10 GAGE ROLLER USE FOUR FASTENERS OPTIONAL SSB GLAS$ LIGH SFASTENTOWOODJAMBWITH 5/16' X 1-1/2" LAG SCREWS. OLDER. NOTE THAT ROLLER OLDER IS TURNED DOWN. I ON 9'x8'. 11 NOTE: 16' X 8' USES TOP 2' GALV. STEEL BRACKET ON SHEET 2. O 10 STRUTS VERTICAL TRACK 3' 18GA WIDE 16GA (16'X8') FOR t B' X 8' USE SEE.DETAIL A) B B 13GA. 18'XB' 1/4' X 3/4' USE TWO EXTRA HEX HEAD SELF 16' X 8' do 10' X 8' DOOR SELF DRILLING LOCK OPTIONAL DRILLING SCREW DETAIL D 2" ROLLER WITH 7/16" SCREWS THROUGH 00 DIA LONG STEM. TIRE: STEEL 10 BALL TOP AND BOTTOM USE ONE EXTRALEAFOFHINGE SEE DETAIL C 18' X 8' DOOR AND END STILE, SELF DRILLING 2" HURRICANE ROLLER ON 16'X8 AND L.H. SCREW THROUGH WITH 7 16" DLA. 18'X8'. TOP LEAF OF HINGE ON 10'X8'. DoOetE CAR) 4"X 16' AIR VENTS72" 18' X 8' 72" (16' X 8') LONG STEM. p TIRE: STEEL 10 BALL 9' X 8': 1O'X 8' 20GA. END CAP, NO RIVETS. 16, 120 SOO. IN. MIN. © CENTER MINCES (5)) COLUMNS 72" (10' X 8') 9'X8' 2' ROLLER WITH 7/16" DIA. SHORT STEM. X 8': 16GA END CAP do RIVETS. 18' X 8': 13GA. END CAP do RIVETS. OPTIONAL AREA) 63" 18' X 8') 9' 14 GAGE GALV. STEEL RAIL USING (2 STRUTSOPENING63" X B') END HINGE ATTACHED OPTIONAL SSS Gtwss LIGHTS HEIGHT WITH 4, 5, OR 6 SCREWS: SEE DETAIL C. 0 GAGEDOOROR48' 1B' X 8') STILES HEIGHT) 48" (16' X 8') T7END10' X 8') 39' (18' X 8') 3/4" POLYSTYRENE SEE DETAILE B B 39' (9' X 8') . INSULATION LOCK OPTIONALFOR 24" (18' X 8') MODEL III I II IFNI 24' 16' X 8'G735 DETAIL C SEE oEDETAILc ts• 24" (10' X 8') — 16'x8' & 1B'x8' 4'x 16' MR VENTS 18' X B') POP RIVET TOP AND 4) REQ'D. BOTTOM OF ENIDCAP TO END STILE T120 SQ. IN. MIN AREA) 16' (DOUBLE CAR) R 24- OR 24• HIGHH pPTTp— CENTER STILES (S COLUMNS CENTER HINGES ( COLUMNSPANELGALV. AND PRE— 2' GALVANIZED STEEL STRUT. BRACKETS5' 10' X 8- f4 BRACKETS; 18' X B' 7 BRACKETS; PAINTED6 GAALLL ATTACHED WITH 1/4' X 3/4" LONG HEX HEAD SELFMODELSEXCEPTDRILLINGSCREWS. 20 GAGE END STILES — FASTENED 24 GA MODELWITHTOG—L—LOCS TO PANEL (2 PER VERTICAL STILE) USE END CAP OVER END STILES. 750 © 1-3/8' POLYSTYRENESEEDETAILC) INSULATION OPTIONAL FOR MOD. 724 do 730. 13GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2' FASTENERS (16'X8'). 4 FASTENERS 1 B X8'). . 2 FASTENERS (9'XB') 18 GAGE GALV. STEEL CENTER7HINGE SECTION B—B AND (1O'X8'). ATTACHED WITH 4 FASTENERS. SECTION A -A20GAGEGALV. STEEL CENTER ATTACHED WITH TOG—L—LOC OR POP RIVETS — f-- 1.25' TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH I HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'-0' 8'-0" 25.5 29.1 38.2 43.7 10'-0" 8'-0" 33.0 36.9 49.6 55.3 16'-0' B'—O" 24.3 27.3 36.6 18'—O' 8'-0' 27.3 1 —30.7 41.0 46.0 OPTIONAL SSB GLASS 3" 20GA WIDE SEE DETAIL A) 16' AIR VENTS REQ'D. SQ. IN. MIN. L OPEN AREA) CENTERHINGES ALITRNA CONSTRUCTIONUSING (1 STRUTS. /. B 9. sINGLE CAR) OPTIONAL NOTE: ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 X 5/8" HEX BOLTS do NUTS OR 1/4" X 1/2" LONG HEX HEAD SHEET METAL SCREWS. 1 E- — 2.75' --) 3o G 2422 DETAIL A F 2413 1 3. 18GA WIDE srRUT WIL MNI T. LIF.'=P,9all- 3' Consulting Structural Eng L1 eTDOORSSHOWNONTHISDRAWINGHAVEBEENDEMONSTRATEDTOWITHSTANDTHEPRESSURESLISTEDINTHETABLEABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 Anderson Streit PITCH > 10%, DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", © Clernont, FL 3471130' ROOF HEIGHT, ROOF PITCH > 10% 2' OF DOOR IN END ZONE. 359) 242 !)100 .- ; ` AN ARCHFTECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOROTHERLOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, : Fs, .. `' GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE NOTE: GLAZING DOES NOT SAbTI IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. © DEBRIS REQUIREMENTS IN FBC E 2137 2/g/UU D 1724 6/24/97 C 1549A B 1549 A 1449 9-8-95) 1366 11-01-94 REV. E.C.N. DATE KDD OPTIONAL SSB GLASS LIGHTS_\ Ala -IRK I T1 r7 i r11i = a ;E LM11 L L 11 f ltil l l l IlMlNlMllia IILJII 1'.B..ol CENTER STILES (SINGLE CAR) HINGES ( 1 COLUMN)-_ OPTIONAL Opt B' P. O. BOX 13858 77 7 MAUMELLE, AR. W J11 1L1 SOR DO®R 72113 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: G 101993- 8, 9 WINDLOAD RESIDENTIAL STEEL DOOR O FOR SBC 100 @150% MPH, FBC 6«. 11.,.) NEXT LEVEL DATE: DWG. NO.. AYES) 9/14/94 99—B-033 PROV. NONE PLOT S,ICALEDR GDR SHEET 3 OF 3 Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters,xls PAGE DESCRIPTION DRAWING # / REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 1000 . 2' 1INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW IFLEX0028 1000 3 INDEX 4 INDEX' ' 6 JINSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 JINSTALLATION DETAIL W(TAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 ; INSTALLATION DETAIL: SGL. HUNG FLANGE WINDOWS I FLEX0029 IFLEX0020 IFLEX0016 1000 11000 11000,1500 & 2000 6 INDEX ,` 7 INSTALLATION DETAIL WM SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 . I 1000,1600 & 2000 1000 &. 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0036 1000 1760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000 1760 & 2000 11 INDEX . 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW MASTER FILE NUMBER 6 SLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 JFLEX0021 1000,1760 & 2000 1500,1000 & 2000 13. INDEX,- 14 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS MASTER -FILE NUMBER 8 . FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IFLEX0027 1HMFINTR 1600,1000 & 2000 1000 / 1600 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 1000 11600 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 11600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1600 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE. CAPACITIES. 1HMFIN 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1.500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFIN 1000 / 1600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES JIVMFLG i 1000/1600 22 INDEX ' 23. FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES j1VMHMFLG MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 1000 / 1500 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS i DESIGN PRESSURE CAPACITIES 2HMFLG 2000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 1200031FLANGEVERTICALMULLIONSECTIONS /DESIGN PRESSURE CAPACITIES 12VMFLG 12000. Page 1 of 1 mllemasters.xls wAUTY WINDOWS BY FLORIDA EXTRUDERS TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" . X 72" SER.- 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949--2 48 1/2" X 84 1/2" SER.. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-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 OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE l WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) SEE NOTES> WINDOWHEIGHT PERIMETER CAULK BY OTHERS ONECONCRETE ORBUCKBYWOODMAS0;4RY OPENINGBUCKBYOTTERSBYOTHERSCAULKBETWEENWOOD _ BUCK L MAS'Y. OPENING BUCK WIDTH _ 1 ,. .1K BY OTHERS I EK¢DKNT SHIM AS P.EO'0. D INSTALLATION ANCHOR FLANGE TYPE .!/{• MA%, 3/16' DIA. TAPCON WINDOW FRAME (SEE NOT SHOWN (SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16' D!A. TAPCON SHOWN (SCE NOTE 9) a Q 1-1/4' MIN. GLASS (TYP.) I 47 EMBEDM EjNT (SEE NOTES) \ O 1 t CAULK BETWEEN WINDOW FLANGE i WOOD BUCK SHIM AS REO'D. PERIMETER 1/4' MAX. CAULK SEE NOTES) BY OTHERS 1 WINDOW WIDTH FLANGE TYPE STUCCOWINDOWFRAMEBYOTHERS CAULK BETWEENHEADERWOODBUCKLSECTIONB-B MAS'Y. OPENING BY OTHERS BUCK HEIGHT WINDOW HGT. I K- FLANGE TYPE WINDOW FRAME SILL WINDOW WTH. E L 1- VAT I O N VIEWED FROM EXTERIOR C Q I \— SILL STOOL BY OTHERS (3.04 CAULK BETWEEN ' V/INDOV FLANGE PRECAST SILL +11 L PRECAST SILL By .OTHERS .AC,M., V/VULKEM 116 ADHESIVE CAULK OR APROVED EOL. SECTION A -A C,_.A 1, PRODUCT L TAPCON LOCATION CHART CALL TIP TO LOCAI;ONS IN sic ADILOCA.TIONS IN JAMB UP TPSFOTO= UP TO I TOSIZETIPsDa5= SOPSr 7 a F 022 74 X 26 C.0 C.D LJ I,J 023 74 X 32 3/8 C.D 3.C.D.E I,JK.L I;J.K,L 024 7. X SO 3/6 C.G D.E I,J.K,L G.HJ.J K 033 I iG63213/e I - .0 I ' I I 1J.K,L CIA.-. K I,JB,C.C.a nl T22 III % 26 L- I =.-. ._ I.J LJ T23 I I I . X38 3/3 B.C,C A,. C,D.-Y I,J.K.L I.J.K,L T A Ill X SO 8 8 B.C.O.0 A...C.D.E.F I,J.K,L I,J K L M3 120 X 3& 3/0 B.C.C.E A,. .D,E.: I I,J.K,L I,J,K,L I M4120X50S6A.B.C.D.E.' A.3.C.D.E.F G.M,I.J.K,L LJ K L 6020 72 X 2a J I,J . 6030 72 % 38 C.D C•D•E LJ I I.J. .1. J. 60407248C.D B.CO.E I,J,K.L I.J,K,L 7020 84 % 24 LJ 7030 B4 X 36 B.0 _.E c.C.O.E I I,J,K.L 1.J.K.L 7040 4 X 48 B.C.D.E D.t I,J.K,L I,J.K,L 80}0 96 X 36 B.C.C.: C.O.E I,J.K,L I,J.K.L 04 4. B.0 ,-.E A.B.C.OE.F I.J.9. 9020 08 X 2 L..I' L. .= I,J I,J.K,L 9030 08 X 36 B.C.D.E I B.C,D.E I,J.K,L I,J.K.L OA01 4A B.C.C. E AS.C.D.E.F I J K l 1 K I 10020 120 X 24 C.0 I,J I,J.K,L 10030 120 X 36 B.C.C.. I A,S.C.D.E.F I,J,K.L I,J,K.L 10040 120 X 48 B.C.C'.E. A. ,C,D,E•F I,J,K,L I.J.K,L NOTES: I) SHIN AS REO*D. AT EACH INSTALLATION ANCHOR. MA.%. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUV!NUM ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIM. TO ACHIEVE MIN. EM6' LOMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRr IC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHES TO THE SUBSTRATE WITH VULKEM 116 AOHESNE CAULK OR A=PROVED EQUAL. H S) USE SILICONFLED ACRYLIC CAULK FOR PERIMETER .SEAL AROUND EXTERIOR OF WINDOW FuwGE. - 1 6) IF. EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY-USTEO WITH NEXT URGER SIZE..FOR THE APPROPRIATE DESIGN PRESSURE REOA. B . 7) GLASS THICKNESS MAY VARY PER THE REOUIREMEN-S OF ASTM E1300 GLASS CHARTS. 8) LETTER CESIGNATIONS ON THE TAPCON LOCATION C:.ART INDICATE WHERE TAPCON ANCHORSARETO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED HOLES SOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED w:'H la S-REWS OF SUFFICIENT LTn. TO PROVIDE MIN. -S/B IN. EMBEDMENT INTD WOG.- BUCK. 10) APPLICATION OF VULKE!/ 1 1 E A:rESII/E CAULK AT 'RAME SILL MUST COMPLY WITH SEALAN MANUFACTUP.C?'S RECOMMENDATIONS. 11) WHERE WINDOW IS INS —A --LED 1% MASCNRYOPENIN,"4 WITH A STRUCTUAL TWO BYBUCK. USE /' 0 SC=EWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8_ MIN. EMBEDmr>,T AT 1•- IN_TALLATION FASTENER LOCATIONS. 250 INTEQNATIONAL PKWT.. S• J:TE 230. MEA'=Ov, F_=%RDA 3?74e PHONE 40 SHEATHING 1• N3' CAULK HET WCEN By OTHERS WINDOW Flk L SHEATHING \ INSTALLATION ANCHOR 69 SCREV STUCCO OR SIDING ERS I I PERIMETER CAULK BY OTHERS GLAZING (TYPO SEE NOTE 7) WINDOW HEIGHT PERIMETER CAULK By OTHERS INSTALLATION IIANCHORaBSCREW STUCCO OR SIDINGIIBY OTHERS' CAULK BETvEEN WINDOW FIN I•MIN. SHEATHING SHEATHING BY OTHERS EMBEDMENT SECTION. A -A TWO BY WOOD BY OTHERS 1/a' MAX. SHIM SPACE SHIM AS REO'D. SEE NOTES) WINDOW WIDTH FIN TYPE WINDOW FRAME 24• O.C. MAX' II <T YP.) HEADER A r I WINDOW HEIGHT EOUALL) SPACE ANCHORS TYP.) B Q 6 FIN TYPE 24D.C.O.C• (TYP.) MAX. CT YP WINDOW FRAME SILL 6' MAX. (TYP.> ELEVATION VIEWED FROM xTERIOR MARBLE SILL MOTHER BY OTHERS ip a''_'.. ."rJ'.45. 4,E 19tGp:tel,('.+./sX;`yiJ•':.:::3i L,, RjDA15aEuDc_R,j _ 771/ a SHIM SPACE MAX. SHIM AS REO'D. SEE W,rc TWO BY WOOD BY OTHERS WINDOW VI TH Tv0 BY WOOD — BY OTHERS SHIM AS SEE NOTES) 1/ 4' MAX. SHIM SPACE CAULK BETWEEN WINDOW FIN SHEATHING 1' Mht EMBEDrivT i GLAZING ( TYP.)J SEE NOTE 7) - PERIMETER J . CAULKHEATHENS BYGHERSBYOTHERSFINTYPE WINDOW FRAME JAMB STUCCO OR SIDING Br INSTALLATION OTHERS ANCHOR K3 SCREW SECTION B- B NOS 1) SHIM AS REOV ADJACENT TO EACH INSTAL'1.TION AtiCHCP. MAX. ALLOWA.2LE SHIM STACK TO BE 1 / s . 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY Ism. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF (- INTO WOOD FRAME MEMBER. a) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL &- JAMBS. 5) USE S4ICONIZED ACRYLIC CAULK FOR PER.METER SEAL AROUMO EXTERIOR OF WINDOW FRAME. 6) CLASS THICKNESS MAY VARY PER THE REG-JIREMENTS CE ASTM E1300 GLASS CHARTS- 7) INSTALLATION FASTENERS AT 6- MAX. FROM COP.NERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. W7H ANCHCR SPACING AS STATED. IS 70.0 PS,' FOR ALL AVAILABLE SIZES UP TQ 73- X 71- MAx. DRAWN BY: BB I APPROVED BY: DATE:12117/ 0 i SCALE: N. T . S. DWG:: FLEX0028 PREPARED BY: PRODUCT t APPLICATION ENGINEFRING. INC_: 250 INTER"NONAL PKVT.. SUITE 250 W.--Inv 1 r - 117- P r l^_7 R"-0165 EAY 57 305-075e 1 Ir s SHEATHING CAULK BETvEEN BY OTHERS W INDGV FIN LSHEATHING INSTALLATION ANCHOR < B SCREW STUCCO OR SIDING BY OTHERS PERIMETER 1 CAULK._ BY OTHERS GLAZING ( TTP.) SEE NOTE 7) WINDOW HEIGHT PERIMETER CAULK B7 OTHERS TWO BY WOOD BT OTHERS iEH5EDMENT `• II . Y ^ I 1/ 4' MAX. SHIM SPACE SHIM AS Rf0'D. FIN TYPE (SEE NOTES) WINDOW FRAME HEADER WINDOW HEIGHT LE FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY OTHERS WINDOW WIDTH TWO BY WOOD By OTHERS SHIM AS REO'D. SEE NOTES) I/ 4• MAX. CAULK BETWEEN SHIM SPACE WINDOW FIN L SHEATHING 1' MIN EMBEDMENT i GLAZING ( TYPJ • SEE NOTE 7) SHEATHING WINDOW WIDTH PERIMETER BY OTHERS 24' D.C. FIN TYPE WINDOW CAULK I MA%. A FRAME JAMB B7 CTMERS STUCCO B7OR INSTALLATION I < TYPJ ANCHOR 03 SCREW SIDING B OTHERS SECTION B-B EoSPACE ANCHORS (TYP.) N=S I 'ST ' TION ANCHOR TO A6' MAX. )) MAX. ALLOWABLESHIM AS REOD.ASMMESTACK NT TOCBE 1/4 LA 24' O- C. CTYP.) 2) WINDOW FRAME MA.iER1AL: ALUMINUM ALLOY6063. MAX. (TYP.) 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO 6' MAX.(TYP.) ACHIEVE MIN. EMBEDMENT OF I- INTO WOOD FRAME MEMBER. USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT MEAD. SILL k JAMBS. LEVATION .> USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 1/4' MAX. VIEWED FROM XT KIOR 6) CUSS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM SHIM SPACE - _ E1300 CLASS CHARTS. A . n. ( 'T 7) INSTALL INSTALLATION FATENERS AT 6- MAX. FROM CGRNERS 4'i• ANDMAX. 24' O.C. DESIGN PRESSURE. CAPACITY OF u y, INSTALLATIONS WI_ ANCHOR SPACING AS STATED. IS 70.0 PSF 1ryF p i, T7 . A , l—ry- .y . jjiaF ,. F R =, r SIZrS UP TO 119' X 49 5/8' MAX. INSTALLATION II ANCHOR RB SCREWISHIMASTUCCO OR SEE Ni SIDING BY II OTHERS CAULK BETWEENJ WINDOW FIN I'MIN. L SNEATM:NG ..' SHEATHING EMBEDMENT TWO BY WOOD BY OTHERS BY OTHERS SECTION A -A All AJAILA___ .. r oRio EXtRu ERsEO'D. KH. S Emu:S> REV DESCRIPTIONDATE INI FLORIDA EXTRUDERS INTERNATIONAi, INC1 SANFORD, FLORIDA TITLE: INSTALLATION DETAIL W/ x8 SCREWS HORZ. SLIDING FIN WINDOW XOX CONFIGURATION- SERIES 1000 DRAWN BY:BB APPROVED BY: t, S'G' JIv DATE:12/17/01 SCALE: N. T. S. DWG.: FLEx0029 PREPARED Mr. PRODUCT A APPLICATION ENGINEERING. INC.. 250 INTERNATIONAL PKVT., S.I1C 250• MEATHz3W r_CRIDA 32746 PHONE A07 805-0365 , A07 V -0355 CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTM[RS CAULK BETWEEN WINDOW FLANGE 4 WOOD BUCKUCK STUCCO BY OTHERS PERIMETER CAULK V.N. BY OTHERS WINDOW HEIGHT) GLASS (TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS CAULK BETWEEN a WINDOW FLANGE L PRECAST SILL V/VULKEM 116 ADHESIVE CAULK OR APROVED EOL. 05 CAULK BCTVCEN WOOD BUCK L MAS'Y. OPENING BY OTHERS. M a ONE BY WOOD CONCxE'c OR TAPCON L INSTALLATION ANCHOR BUCK BY OTHERS MASONRY OPENING LOCATION 3/16- DIA. TA?CON BY OTHERS CALL TIP TO B.V. IMI/4' MIN PS' OP: BUCK WIDTH) I 'j : IEDKE T SIZE TIP TO TO 1/a• SHIM _r.- 'o L-1/4- MIN. FLANGE TYPE SPAC_ MAX. I D 1M2 26 1/2 X 26 C C' EMBEDMENT V[NDOV FRAME $HIM A$ R 0'C. IH3 26 1/2 X 38 3/6 C C p JAMB (SEE NOTES) I tMa 26 1/2 X 50 1/4 C C t MaS 26 1/2 x 56 t/4 C C 1 INSTALLATION ANCHOR, 1M5 26, 1/2 X 63 C C j 3/16' DIA. TAPCON iH6 26 1/2 % 72 C C 1/4• SHIM p 22 , x 26 SPACE MAX 23 37 X 38 3/1 f RIGID VINYL 24 37 x 50 S/I GLAZING BEAD 245 37 x 56 1/4 25 37 % 63 I GLASS (TYP.) 26 37 X 72 oD (SEE NOTElEj- 35 f 3 / 6 / 1 p 33 53 tx 3L 3/3 34 53 1/8 X 50 5/8 3a5 53 1/6 x 56 1/4 53 V6 % 63 SHIM AS REO'D. 36 53 1/8 x 72 - SEE NOTES) 022 H. H. CAULK BETWEEN 023 7.1 x 38 3/8 BUCK WINDOW FLANGE D24 74 X 50 5/8 FLANGE TYPE HEIGHT) L WOOD BUCK o 0245 74 x 56 1/a WINDOW FRAME D25 74 x 6J HEADER PERIMETER 0213 74 x 72 24 x 4 RIGID VINYL GLAZING BEAD T YP.) FLANGE TYPE WINDOW FRAME SILL I CPRECAST SILL BY OTHERS SECTION A -A W. W. A- A B C D H. Y- I I 1 B A-- J ELEVATION VIEWED FROM EXTE CAULK STUCCO BY OTHERS By OTHERS 2CM. OM 20M30M 20MAOu24 x 36 24 X 48, V. V. 20M46M 2t X St WINDOW WIDTH) CAULK BETWEEN 20MS0M 24 x 60 SECTION B-B WOOD BUCK MAS' v. OPENING M M 4 X 7 30M20M 16 % 24 NOTES: BY OTHERS 30M30M 36 X 36 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE 3OM40M 36 X 4S SHIM STACK TO BE 1/4-, 3OM46M 3M 36 X 54 36 x 60 2) WINDOWFRAMEMATERIAL: ALUMINUM ALLOY 6063. M O60M 36X 72 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. 4 M 4CM2 EMBEDMENTOF1-1/4- INTO MASONRY OR CONCRETE. 40M30M 46 x 16 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & 40U40M 48 X 48 JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH WLKEM 4OM46M 48 X 54 116 ADHESIVE CAULK OR APPROVED EOUAL. 40U50M 48 X 60 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND 40U60M 45 x 72 4 M M 46M30M 4 54 x 36 EXTERIOR OFWINDOWFLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE 46M40M 54 x 48 ANCHOR OUANTITYLISTEDWITHNEXTLARGERSIZE. FOP. THE 46M46M 5A X 54 APPROPRIATE DESIGNPRESSUREREO'0. 46MSOM 5 X 50 7 GLASSTHICKNESSMAYVARYPERTHEREOUIREMENTSOFASTME130046M5M54 % 72 SOM20M 4 GLASS CHAP,TS.- 8) LETTER DESIGNATIONS ON THE TA. -CON LOCATION CHART INDICATE 5OU30M 60 X 36 WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE 5OW40M 60 X 48 EXTERIOR ELEVATION AS A KEY. SOM46M 6C X St 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR 5OMSOM SOM60M 60 X 60 60 X 72 SHOULD BEFILLEDWITH9aSCREWSOFSUFFICIENTL7H. TO PROVIDE M M 561,130M o0 66 X36 MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 10) APPLICATION OF WLKEM 116 ADHESIVE CAULK AT FRAME SILL MUST 56M40M 66 X 48 COMPLY WITH SEALANT MANUFACTURER'S P,ECOMMENW.:ONS. S6Ma6M 65 x SA 11) ONE ADDITIONAL FIELD DRILLED & INSTALLED ANCHOR IS REO'D. IN 56MSOM 66. X 60 EACH JAMB ON THE FOLLOWING SIZES: "D25" (73 7 62), D26 n - 7 P se.60M 60M OM 66 X 72 C C C C C C C C C C C S. 0 C B. 0 C B. 0 C B. 0 C B. 0 L 4L B.0 B.0 B.0 B.0 B.0 B.0 E C e.0 e c B.0 c C C C C C C C CC LC CC CC C C CCC CC Cl EC a. cE.0 C C C CC T CCC C CT B.0 B.0B.0 B.0B.0 ETC B,C e.cB.0 8 TOC C C CC CC C CC C2. 0 cr s.0 B.0B.0 A.B. C.0 A c. C.O C C CC CL C CC C C B.0 e,CB.0 B.0 s,CB.0 G B.0 e.0 S.cE.0 cC Z.L A.B.C,O A.c. C.D A,>-,C. 0 A.s. C.O TO APF I TO PF TO 7 L G.H G,H G M G.H G.M GH G.H G.M G nI,JC.H G.H G.M.I.J GM GMJJ G.MJJ G.H G,H,I.J G I,J GH G. HJJ G.rIJ G.H G.M.I.J C'! .LJ C.M. I.J G.H.1,J E.F,G.H I,Jtr.n y n G.H G 11 G,H,I,J G.M G.M., G.HJ.J G.M, I,J G,H,LJ Ei .G.'+.IJ O,n. I.J G,H,I.J EF.G.M.0 G.H. 1,J E.F,G.H,I,J E.F,GM,LJ7CE J C y.LJI,JEFH1. J E.F.G;(,IJ' IJ E. F,HIJ' G,H G,H G.. G.H I G.M I G. .4 G,H G,H G.:.I,J ISH GM GM.I.J G.H G,H C,H C.H G H.I. I.iGM,I,J G. G, H,I,J - G.H,I,J G.H GMJ.J G,H,I,J G,H, I.J G.HJ,J E.F.G.M,I,J 4.n G.H G,H G.M,LJ G.H IS HJJ G.M.1,J G.H G,HJ.J C,HIJ C.H, I.J G.M.I.J E.F.G.M,IJ G.H, LJ E.F G H.I.J F G MI J HH G.M GM 0. H G.H,I,J G.H G.H.I,J G.M.I.J G.H. I,J I G.H,IJ E.F,G.M.LJ G,H, I,J G.M.I.J E,F,G.M,LJ G HI J, E F,G.HI.J F C G.H I I G. G. M G.H G. G. M IS H.I,J G,M G.M.I.J C,HI. J C.H.I,J EF.GH.I.J G.H G,M G.HJ,J G.H G,H,I.J OH I,J G.MJ. J G,HI,J E,F,G.H,1 73 x: 71). 56M60M (65 x 71). & c-M60M ( I.X,t). LACE ANCHOR BETWEEN ANCHORS C AND 1" AND BETWEEN ANCHORS -H 6OM30M 72 x 36 72 z a8 e._ B.0e B = A, B,C. A.B.C, G.H CM G.M G,nLJ CMI,J GH.IJ AND J" OVER SS PS: ONLY. 60Mt0M 60Ma6M 72X SA B.0 B;C As.C.: O,H,I J G,H I,JEF,CHI,J 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WGH A STRUCTUAL 60MSOM 72 z 6C E C B.0 A,B.C.J G.MJ.J I E.F,G.H.LJ Ei 'MM Two BY WOOD BUCK. US- /10 SCREWS OF SUFFICIENT LENGTH TO M6 M 72 % 72 e'r B.0 A.e,C. G.H,LJ I E.F.C,H,IJ E:l-HIJ- 1 ACHIEVE 1-3/8" MIN. EMBEDMENT AT ALL INSTALLATION FASTENER I, DDT I TONAL, ANCHORS RE :''D. S E NINE 11 LOCATIONS. ONSIZESNOTEOINNOTEI,I ADD A i10 SCREW j ANCHOR, TO EACH JAMB FOP NOTED OESIGN PRESSURES. INTERNATIONAL, INC FLORIDA EXTRUDERSSANFORD, FLORIDA C. J A ANLWACTUp.Eg TITLE: TNSTALLATI N DETAIL W/ TAPC NS f r r- HORZ. SLIDINGFLAN_ WIND W — SEP.T:ES 1000 DRAWN BY: BB APPP.OVED BY: nor'_ DATE: 10/23/01 (SCALE: N T S DWG.: ELEX0020 PPCPAR=_•BY. PPDDU':T L APPLICATION ENGINEERING. INC.. 25G INTERNA'I^ PXWY... 5'JiTE 25J. MEAT-iJ'V. FL_i;DA 32746 ?NONE •%7 605 -O J65 r .a A,7 205-63_a Y y CAULK BETWEEN ONE BY WOOD CONCRETE OR WOOD BUCK 6 BUCK BY OTHERS MASONRY OPENING MA$'Y. OPENING BY OTHERS BY OTHERS CAULK BETWEEN WINDOW FLANGE n t WOOD BUCK c IMBED• MIN. A EMBEDMENT INSTALLATION ANCHOR DIA. TAPCON STUCCO BY OTHERS I SHIM AS R£O'D.; I/f MAX. SEE NOTES) PERIMETER CAULK BY 13TMERS FLANGE TYPE WINDOW FRAME ME4DER RIGID VINYL GLAZING BEAD CTYP.)AnKw h _ < P.S (SEE NOTES> B.W. 1-1/4' NIN BUCK WIDTH) EM3EDMENT INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA. TAPCON p BUCK BYOTHERS S7Uco BY THERS SHIM AS REO•D. RIGID VINYL FE/4' MAX. 0 GLAZING BEAD (SEE NOTES) IT YP.) 1 GLASS r-a I O TYP.)(SEE NO7ES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN vWINDOWFLANGEPERIMETERtWOODBUCKCAULK BY OTHERS V.V. WtNDOV WIDTH) I B.M. BUCKHEIGHT) CAULK BETWEEN WINDOW FLANGE t PRECAST SILL - - V/ VULKEN 1t6 ADHESIVE c pCAULK. OR APRV'D. EOL. SECTION B—B FLANGE TYPE PERIMETER vINDOV FRAME CAULK Sill BY OTHERS 9\E A A W.W. PRECAST SELL v a •-} BY OTHERS NOTES. - SECTION A -A 1) SMIX/ AS REO•D. ATEACHINSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE / MIN. EMBEDMENT OF 1-1/4• INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD J ^ JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH [ VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL_ 5) USE SILJCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND w,H.. F EXTERIOROFWINDOWFLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHORQUANTITYLISTEDWITHNEXTLARGERSIZE. FOR THE / APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. B) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H -- WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE. FILLED WITH /8 SCREWS OF SUFFICIENT LTH: A TOPROVIDEMIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRIM ALSO APPLIES TO THE FLORIDA EXTRUDERS 15M AND 2000 ELEVATION SERIESSINGLEMUNGS. 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE po SCREWS Of VIEWED FROM EXTERIOR SUFFICIENTLENGTHTOACHIEVE1-3/8MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. CAULK BETWEEN WOOD BUCK L MAS'Y. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS PFEPARED 8": TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 301v To 40PSe 4 TAsF TO 70PSF 3OPSF TO 40aSf A 1 PsF TO7CPSF 12 18 1/8 X 25 e B F,c f,G 13 1e t/8 X.37 3/8 B B F.0 F.G 14 16 1/9 X 49 5/6 B e r.G F.G 145 le 1/8 X 55 I/4 8 B F.G F.G - 15 18 1/3 X 62 e B F.G F.G 16 18 l/8 X 71 B 8 F.G f,GM.1 17 15 1/8 X 33 18 f C r,G,J.K IH2 25 1/2 X 25 B e F .' 1'3 25 1/2 X 37 3/e 8 8 F,G F.G 1H4 25 1/2 X 4S 5/68 a F.G F.G,HJ IM45 25 1/2 X 55 t/4 B B F.G F.G.hI1H5 25 1/2 X 62 B B F,G F.G.H: 1H6 25 1/2 X 71 9 8 F,D F,GMJ IH7 25 1/2 X 83. 8 e F.G.J,K F,C1K b 1/ 2 + 26 29 1/2 X 25 B r, c F.G 0 1/2 , Sa 3/8 29 t/2 x 37 3/8 8 F,C F.G.HJ 30 1/2 . SO 5/e 19 1/2 x 49 5/8 55 l/ 4 B B F.G F,G...I 30 1/2 , 56 1/4 29 1/2 X 62 B 6 F.c F,G.M.I 301/2 , 63 30 1/ 2 + 72 29 1/ 2 X 29 1/ 2 x 71 . 8 e F,G,H,1 F,G,HJ 30'1 7 8A . 29 1/2 X 83 B B F,G.J.K F,G.J,Kild 23 36x 25 36 x 37.3/5 B B F.G F,G 24 35 x 49 5/8 e e F,G F,GF.G.HJ F.G 245 2536X551/4 36 X 62 B e BB F.G,H,1 h,1 F,C. H.J 2636 x 71 B 6 F,G,H,1 D.E.F,G.4J 7 36 X 83 B e F.G,J.K F,G.H,I.J.K D. x 41 X 25 e 8 F.G F,G,HJ 30 a23/6 41 X 37 3/8 8 8 F.G OF..HJ42 + 505/6 4rx 49 5/8 B 8 F,G,M,I f.C.HJ 42 + 561/4 42 , 63 41 X SS 1/4 41 X 62 8 6 F,G,M,I D,E,F,GMJ 42 x 72 41 X 71 B 6 F.G.H.1 D.E.F,GM.I 42 e4 41 X 63 Ba F.G ,J.K F,C,H,I,J•K 48 26 47 X 25 8 B A,C A,CF.G 4 F,G.HJ 48 . 3e3/8 I X 37 3/e 5/88A.0 F.G F,G.HJ 4e . 50S/5 47 x 2 7 X 53 1/4 a A,C F,G,M,I F,c.HJ 48 561/4 46 x 63 47 X 62 8 A,C F.G,H,I O.EA.G.-J 46 72 47 x 71 B A,C F,G.HJD.E.F,Gh.14 4 47 X 83 F n r FC ... JX J2 S2 1/5 X 25 8 A.0 F.G F,GF.G F.G.HJ 33 4 521/6 X 37 1/8 52 t/ 8 X 49 S/8 B B A,C AC F.G,M,I F,C.NJ 345 52 1/8 X 55 1/4 B A.0 F.C.H,I D.E.F•G.H.1 g 52 1/8 x 62 B A,C r,C H.1D•E.F•G MJ 3652 1/8 X 71 a A,C F.O.H,1 D,E.F•G.H,I 7 52 1/a X 83 8 A,C I F.G.JA O.£.F.G.J.K.J K 37SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. FLORIDA EXTRUDERS INTERNATIONAL. , RIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500 8 2000 DRAWN BY.: BB JAPPROVED BY: 4- DATE: 10/09/01 SCALE: NTS DWG.: FLEX0016 S APPuCATpN ENGWEERING, INC., 250 WTERNAt*NAL PKT.. SUITE 250. MEATMRO'R. FLORIOA 327A6 P:+OME 107 e05-036$ F. 401 6.5-0366 d CAULK BETWEEN SHEATHING WINDOW FIN 6 BY OTHERS SHEATHING INSTALLATION ANCHOR 09 WOOD SCREW 1 STUCCO BY OTHERS /// PERIMETER / CAULK /// BY OTHERS I' MIN. EMBEDMENT TWO BY WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) 1/441 MAX. SHIM SPACE J FIN TYPE WINDOW FRAME HEADER. GLAZING <TYP.) SEE NOTES) VINDCW VIDTH 1/4• MAX. SHIM SPACE SHIM AS REO'D. TWO BY WOOD STUDSEENOTES) STUD By OTHERS CENT ?Q 3ao 11J•• A ''j A` AMEA I' MIN. EMBEDMENT 4 F y .ja- GLAZING (TYP.) ES) t A C la Y i.L+s 'Ir tSEE NOTES) LVdt3 WINDOW V!DTH VIMDOW HEIGHT 24' D.C. i MAX, (TYP.) EQUALLY SPACE WINDOW ANCHORS (TYP.) GLAZING (T) SEE NOTES) HEIGHT A MAX5L<TYPJ16• MAX. (TYP,) TYP FRAME - ELEVATION PERIMETER CAULK BY OTHERS v1N INDOWWARBLE SILL VIEWED FROM EXTERIOR STOOL BYOTHERS , SHEATHING' BY OTHERS FIN TYPE CAULK BETWEEN WINDOW FRAME WINDOW FIN 6 SHEATHING JAMB . PERIHE ER INSTALLATION ANCHOR CAULK a8 WOOD SCREW BY OTHERS STUCCO BY OTHERS SECTION B—B NOTES' 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY-6063_. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIN. TO ACHIEVE MIN. EMBEDMENT_OF 1-INTO WOOD BUCK, 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL h JAM?S. .. 5) USE SILICONIZED ACRYLIC CAULK- FOR PERIMETER SEAL AROUND EXTERIOR OF WNDOW FRAME.- 6) IF EXACT WINDOW SIZE IS NOT.LISTED IN ANCHOR. CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER. THE P,EOUtREuENTSOF ASTM E1300 GLASS CHARTS... 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. INSTALLATION ANCHOR TWO BY WOOD a9WOODSCREWBYOTHERSSTUCCO BY OTHERS REV) DESCRIPTION DATE INI FLORIDA EXTRUDERS, CAULKBETWEENvWINDOW FIN SHEATHING a SHEATHING BY OTHERS - 1. MIN. : TITLE: INSTALLATI_N D=TAIL W/#8 SGREI EMBEDMENT ='• - SECTION A —A SINGE HUNG FIN WINDOW - SERI=S q) 1 In•r DRAWN BY: BB APPROVED By i1i1r` F-T JDATE:12/13/01 jSCALE:N.T,S DWG.:FLEX0026 SHT I OF 2 ecre orn n.. ovntvrT t mP tr•TI^N r,,Im- Ri INC. MO JNTERNATIMb Pcvr TOTr >5n ... a:..t ri(1CIn• IP'A5 -PwnNi 407 605-0365 'FAX •67 aC5-0366 7 CONCRETE OR MASONRY OPENING By OTHERS ONE By WOOD BUCK BY OTHERS CAULK BETWEEN ` WINDOW FLANGE --r L WOCD BUCK STUCCO I BY OTHERS PERIMETER CAULK BY OTHERS CLASS (TYP.I SEE NOTES) V }i. WINDOWHEIGHT) PERIMETER CAULK BY OTHERS a CAULK BETWEEN WINDOW FLANGE - L PRECAST SILL W/VULKEM 116 ADHESIVE CAULK OR APRV'D. EOL, R INSTALLATION ANCHOR 3/16' DIA. TAPCON CAULK BETWEEN WOOD BUCK iMAIN. OPENING BY OTHERS GLASS (TrP:) MIN. (SEE NOTES) 4 EMBEDMENT I-4 I S SHIM AS REO'D. 1/4' MAX. SEE NOTES) •• . FLANGE TYPE WINDOW FRAME W.W. RIDGED VINYL A - GLAZING BEAD B.M. BUCK / HEIGHTHT B B RIDGED VINYL GLAZING'READ W.H. ' FLANGE TYPE WINDOW FRAME a. I Q PRECAST SILK BY OTHERS SECTION A —A:., _.._. B. V. BUCK WIDTH) SHIM AS REO'D. 1/4' MAX. SEE NOTES) RIDGED VINYL GLAZING BEAD CONCRETE ORjCnREOEntMASGNR7OPENING BY OTHERS D INSTALLATION ANCHOR 3/16' IA. .TAPCON . v O ONE 9r WOOD BUCK BY OTHERS FLANGE TYPE / v WINDOW FRAME ' CAULK BETWEEN PERIMETERWINDOWFLANGECAULKLWOODBUCKBYOTHERS CAULK BETWEEN WOOD HULK i V.V. MAS'Y. OPENING WINDOV WIDTH)\_ 6Y OTHERS . STUCCO BY OTHERS SECTION B—B I 24- G.C. i( tYP.) 6• MAX. (TYP.) A —-j ELEVATION VIEWED FROM .EXTERIOR NOTES1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX- ALLOWABLE SHIM STACK TO BE 1/4 . 2) WINDOW_FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16 DIA. TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTH, TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONtZED ACRYLIC CAULK FOR PERIMETER SEALAROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITYLISTEDWITH NEXT URGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'O. 7) GLASSTHICKNESSMAYVARYPERTHEREOUIREMENTSOFASTME1300GLASS CHARTS.. 6) WHERESPACINGBETWEENTAPCONANCHORSEXCEEDS24IN. O.C., /8. SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK SHOULD BE INSTALLED: 9) FLORIDAEXTRUDERSlOOCSERIESFIXEDWINDOWISSHOWN. tH15 PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS2000SERIESFIXEDWINDOWS. ------ - 10) SEEBACKOFTHISSHT. FOR INSTL'N ANCHOR REQUIREMENTS. 11) APPLICATIONOFVULKEMT16ADHESIVECAULKATFRAMESILLMUSTCOMPLY WITH SEAT MANUFACTURER'S RECOMMENDATIONS. _ 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH ATRUCTU L TWO. BY WOOD BUCK. USE #10 SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- M 13) WINDOW UNITSCANBEMULLEDTOOTHERUNITSUSINGALUMINUMTUBEMULLION. SEE MULLION INSTALLATION SHEETSFORREQUIREMENTS. ATINAL INC FLORIDA EXTRUDERS ISANERD... FLORIDATITLE: INSTALLATION D= TAIL W/ ONE BY BUCK FIXED FLANGE WLNDOW - SERIES 1000 & 2000 1 nnq DRAWN BY: H APPROVED BY: 21' 2002 DATE: 10/22/O1 SCALE: NTS DWG.: FLEx0018 S+EEi 1 O ? PREPARED BY:IPR00VCT TECHNOLOGY CORP.. 250 INTERNATKXNAL PK—. SUITE ISO. nEATnRPw. FLOMOA 327.E PHONE 407 905-0365 .FAX 407 BC5-:3E6 SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN LSHEATHING INSTALLATION ANCHOR M8 SCREW EXTERIOR FINISH BY OTHERS P,..I £R / CAULK -- BY OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CCAULK BY OTHERS INSTALLATION ANCHOR It8 WOOD SCREW EXTERIOR FINISH BY OTHERS GLAZING SEE NOTE 6 I• MIN. BEDMENT v00 FRAMING By OTHERS ANTRAL FL®A B.®.A"F. SHIN AS R£0'D. SEE NOTES) ALANUEkCTU N"- t 1 r .. AA u 1MAX. F # SHIMIMsPacE .R GLAZING SEE NOTE 61 CAULK BETWEEN 1•MIN. ` WINDOWFINL SHEATHING EMBEDMENT SHEATHING BY OTHERS SECTION A -A HEIGHT FIN TYPE WINDOW FRAME SHIM AS REQ'D, 1/ 4• MAX. SEE NOTES) WOOD FRAMING BUCK BY OTHERS EXTERIOR FIN TYPE , WINDOW FRAME A- J ELEVATION VIEWED FROM EXTERIOR WINDOW WIDTH I MAX. SHIM SHIMSPACE WOOD FRAMING y/ BY OTHERS SHEATHING I BY OTHERS INSTALLATION ANCHOR aB SCREW CAULK BETWEEN WINDOW FIN L SHEATHING SECTION B-B EXTERIOR FINISH PERIMETERCAULK BY OTHERS BY OTHERS NOTES. 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2), WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT L£ NGHT TO ACHIEVE MIN. EMBEDMENT OF I" INTO WOOD FRAME. 4) USE SILICONIZED ACRYLIC- CAULK FOR PERIMETER SEAL AROUND. EXTERIOR OF WINDOW FRAME. 5) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS ALSO QUALIFIED. 7) FLOR!OA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO t. THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICTURE WINDOW. B 8) SPACE INSTALLATION ANCHORS AT 6" MAX. FROM CORNERS AND MAX. 24- O.C.-DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WITH ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71' OR 63" X 95" OR 119" X 37-3/2- MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION . INSTALLATION SHEETS FOR RECtREMENTS. W IJ, ; 1n ARm RY- PRODUCT TECHNOLOGY CORP.. 250 2 SCALE: N. T. S.IDWG.: FLEX0030 1 250. LAKE MARY. FLORIDA 32746 PHONE 407 605-0365 1" 407 605-0366 0 CAULK BETVEEN WINDOW FLANGE t WOOD BUCK CONCRETE OR MASONRY OPENING IT OTHERS BXTOT-.L FIM;$M BY OTHERS PERIMETER CAULK IT OTHERS WINDOW FRAME MEAD DOWHEIGHT EXTERIOR WINDOW FRAME SILL PERIMETER CALK By OTHERS xTERIOR FINISH— Br OTHERS CAULK BETWEEN WINDOW FLANGE t WOOD BUCK CAULK BETWEEN - WOOD BUCK l MASONRY OPENING BY OTHERS 0 CAULK BETVEEN WOOD BUCK L MASONRY OPENING BY OTHERS ONE BY WOOD NOTES; BUCK BY OTHERS 1) SHIM AS REO-O AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6063. INSTALLATION ANCHOR 3) 3/16CA. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO 3/ 16'-D:A. TAPCON ACHIEVE MIN. EMBEDMENT Of 1-1/4INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS b FROM CORNERS k 24' 0. C. MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD BE FILLED WITH /B SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/6 IN. EMBEDMENT INTO WOOD BUCK. 1- 1/ 1- MIN. A) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY EMBEDMENT BUCK. USE 110 SCREWS OF SUFFICIENT LENCTM TO ACHIEVE 1-3/3- MIN. EMBEDME.Nt AT SAME SPACING STATED IN NOTE 3. 1 S) USE SILICONIZED ACRYLIC CAULK BEHIND FLANGE AT HEAD. SILL JAMBS. r t/ A' MAX. TE 6) USESIUCONIZCAULKEDACRYLICulxFORPERIMETERSEALAROUNDEXTERIOROfSHIMSPACEWINDOW FLANGE. ETI 7) GLASS THICKNESS MAY VARY PER THE REOUIREMEN?S OF ASTM E1300 GLASS. CHARTS. SINGLE GLAZING IS SHOWN• INSULATING GLASS IS ALSO OUAUFIED. B) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY 11E. OTHERS. BUILD DOWN MUST BE OF SUFFIECIENT STRENGTH TO AOEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) FLORIDA EXTRUDERS 1DDO SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF SEE NOTES) THISPRODUCTTOTHESETwoCONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAI BE MANUFACTURED FROM THE 1000. 1750• k 2000 SERIES DESIGNER RXED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS US-NG ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. WINDOW WIDTH' GLAZING ( TYP. I A - SEE.NOTES) 4 CONCRETE. OR MASONRY, By OTMERS SECTION A -A INSTALLATION. ANCHOR 3/ 16' DNA. TAPCON SHEM AS REO' D.. SEE NOTES) / WINDOW 1 HEIGHT 8 B 1 A T L 1/ 4` MAX. EXTEER10R ELEVATION SHIM SPACE A jj. SHIM AS REO' D SEE NOTES) WINDOW FRAME JAMS GLAZING (TYP. SEE NOTES) l- 1/a• MIN. EMBEDMENT I/a' MAX. —r: Lf- SHIM SPACE ONE By WOOD BUCK BY OTHERS Q ' AANCMOP 3/ 16 DEA. TAPCON PERIMETER CAULK — BY OTHERS / EXTERIOR FINISH J BY OTHERS WINDOW WIDTH CAULK BETWEEN WCC:D BUCK L W= OPENING Br OTHERSCAULK BETWECN f I WIN30W FLANGE l WOOD BUCK CONCRETE OR MASONRY OPENING i - I BYOTHERS P'CTICN B-B WINDOW %10TH A A EXTERIOR ELEVATION r WINoI HEICI B B 1- 1/ 4- MIN' FLORIDA EXTRUDERS INTERNATIONAL INC V EMBEDMENT NA - SANFORD. FLORIDA LINE BY WOOD MANUT, 1 TITLE -FLANGE INSTALLATIrNDETAIL CONG.c TE HEADER V/1BYBUGK BUCK BY OTHERS 1lii i+ - Y -ER FIXED ' SERIES WINDOV10001750 b 20 DRAWNBY: Be APPROVED BY: DATE:02112102 SCALE: NTS DWG.: FLEx0035 a..aa A.. .racr tto. nmr cx. r>. I.rn.«rra.. a.n. sr.[ zx. .•rc. nonA. xr.a wac si r_-m[) r .m r: ou 1 9 ONE BY BUCK BY ClHERS CAULK BETWEEN WIND^': - FLANGE L SMEaTHING PLYWOOD ! "J BY OTHERS\\\\ C'TCR:OR FINISM BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS REO'D SEE NCTES) VINDDv FRAME HEAD WINDOWHEIGHT ExTERIOR GLAZING ATYP. SET_ NOTED V:NDOV FRAME TIL- I I PE"I ET R A KaH.. E C V2 SKIM AS RED'D - BY ETHERS Ex'ERI:R FINISM> 11:.-1 SEE NOTED BY ETHERS CAULK BETWEEN QWINDOWFLANGC L ONE BY WOOD36CK CAULK ?ETWEENWOOD57.CK L . . MA.OP?- OPENING BY OTHERS CGNCRE-E OR G EC TI O N A— AMASEPG• - BY,OTHERS INSTAL! AT:rN ANCHOR A:0 SCREW BUILD DOWN a OTHERS NOT['S TO SILAPPL:ES 1) SHIM AS P.EO'D. AT ETC" INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW FRAME MAALUMINUM ALUMINUMALLOY 6063. 1- 3/B' MIN. 3) TAPCON INSTALLATION ANCHCAS AT SILL MUST BE OF SUFFICIENT LTH. TO ACHIE'F FEMBEDMENT MIN, EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 110 INSTALLATION SCREWS AT HEAD h .IAMBS MUST BE OF SUFFIC:ENT LENCTM TO ACHIEVE 1-3/3 MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOUIRED. INSTALLATION ANCHORS k SCREWS TO BE PLACED 6 IN. FROM CORNERS & 24 IN, O. C. MAX. A) USE SILICONNIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD, SILL & JAMBS. S) USE SILICONIZED ACRYI IC CAULK FOR PERIMUER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 1/.!. MAX, 6) GLASS THICKNESS MAY VARY PER THE K-OUIREMENTSOF ASTu E1300 CLASS SHIM SPACE CHARTS. SINGLE CLA21NG IS SHOWN- INSULATING GLASSIS ALSO OuALIFIED. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ,ENGINEERED BY OTHERS. SuNO DOWN MUST BE OF SUFFOENT STRENGTH TO AOEOUATELY TRANSFER LOAD FROM WINDOW TO THE S-RUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINNOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES B 2000 SERIES.' 5) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THISLSHEETAPPLIES TO ALL CONFIGURATIONS THAT CAN 6"L MANUFACTURED FROMTHE 1000. 1750. 3 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS- 6uCK HEIGHT SHIM ssA_ E EXTERIOR ELEVATION a 1 L1- 1/A- MINCEWRA1 FLORIDA B.0.A. F. W EMBEEN DNCBTWOOD -- ^ v x' NAME: SUCK' 3r Dif£ R<_ FRE INSTAL: ATION ANC7[-R RASTER ` .- 3i16- DIA. TAPCON J 1-3/ 8- MIN. EMBEDMENT WIDTH 1/ 1 MAX. RUCK I ISMw SPACE CAULK BETWEEN TWO BY FRAMING BY OTHERS TWO 3r BUCK L .CONCRETE 9r OTHERS SHIM A$ c ScNOTES) E ESINSTALL• SONANCHORK:D SCRE': W! NDOW FRAME CAULK BETWEEN JAMS ., WINDOW FIANCE t W_CD BUCK GLAZING KT TP, SEE NOTESI d Q I CONCRETE OR MASONRY PERIMCTCR CAULK BY OTHERS BY OTHERS WINDOW WIDTH i EXTCR: CSP FINi SH SECTION B-BBY OTHERs WINDOW WIDTH A WINDOW MLiGNi B B A. EXTFRIC E EENAT10N aa .... oAXI rccl.nx• . ay I.ICA++': ... w.c. sla Nx <•r-•a.. Y•a:A• n • •wK:.A+ •r.-•x: r., n+ n-n•I SHEATHING — By C7HERS IIB INSTALLATION ANCHOR SCREW IT EXTERIOR FINISH — BY. OTHERS PERIMETER CAULK BY OTHERS FIN,FRAME HEADER EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH — BY OTHERS e INSTALLATION — ANCHOR SCREWETYPJ SHEATHING — BY OTHERS 1• HIK CAULK REMIND FIN TWO BY BUILD DOWN BY OTHERS SHIM AS REO'D. SEE NOTES) 1/1, MAX SHIN SPACE GLAZING (TYP. SEE NOTES) FIN FRAME. SILL SHIM AS REO'D.— SEE NOTES) / 1• MIN I I E"YDIEHT .. SECTION A -A L SMiM SPACE NOTES' 1) SHIM AS REO•D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD SWING SHIM. MAX. ALLOWAELE SHIM STACK TO BE 1/4 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. J) USE SILICONiZED ACRYLIC CAULK BEHIND WINDOW F.N AT HEAD. SILL & JAMBS. USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. 6) SCREW ANCHOR$ AT HEAD. SILL & JAMBS SHOULD BE IS SCREWS OF SUFFICIENT LTM. TO PROVIDE MIN. I IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE 13 SCREW ANCHORS.6" FROM CORNERS AND 24' O.C. MAX.. 7) SUP DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED. BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SEPIES &. 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750• & 2000, SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR P.EOUIREMENTS. A WINDOW WIDTH A EXTERIOR ELEVATIONTWOBYFRAMING BY OTHERS CAULK BEHIND FIN I,- CEN „ A NA, WINDOWHEIGHT B B 2002 1 1/4, MAX. X' INSTALLATION SWIM SPACE ANCHOR SCREW (TrPJ SHIN AS REO'D. TWO Br FRAMING BY OTHERSSEENOTES) CAULK REMIND FIN FIN FRAME JAMB GLAZING CTYP. SEE NOTES) / L r nBl G o G' EKBCB(wT SHEATHING BY OTHERS EXTERIOR EXTE:UOR BY FINISH OTHERS f—VIN06V VIDTH PERIMETERBYOTMERS CAULK SECTION B-B EXTERIOR ELEVATION FLORIDA EXTRUDERS' TIONAL. INCSANFORFLORIDA TITLE: FIN INSTALLATIONDETAIL DESIGNER FIXED WINDOW 1000, 1750. & 2000 SERIES DRAWN BY:BB I APPROVED BY: DATE: 02/14/02 SCALE:NTS DWG.: FLEX0037 n• nano1 Ica 1 — — art... .. -It CONCRETE OR SHIM AS RE'O'DMASONRYOPENING4SEENOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE L WOOD BUCK CAULK BETWEEN PERIMETER WOOD BUCK L CAULK by MAS'Y. OPENING O-MERS BY OTHERS STUCCO ERsBY- GTH v n INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR Ra SCREW (TYP. WHERE ONE BY WOOD TAPCONS Air- NOT REO'D.) BUCK BY OTHERS 1 1/4' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME JAM_ F p HIMAX. w SPACE rSHIINSTALLATION ANCHOR 88 SCREW (TYP. WHERE } TAPCONS ARE NOT REO'DJ T SLIDING GLASS DOOR FRAME H_ AD TEMPERED GLASS ( TYP.) DOOR HEIGHT Y : 1) DOOR MATERIAL, ALUMINUM ALLOY 4063. 2) TAPCON TYPE INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE HIM. EMBEDMENT OF1-1/4' INTO MASONRY OR CONCRETE. ... ALTERNATE TAPCON INSTALLATION' ANCHORS.FRONT TO BACK IN ALL FRAME MEMBERS. 31TAPCONANCHOR.CHART ON BACK OF THIS SHEET. S) USE SILICONUZED ACRYLIC CAULK BEHIND DOOR FLANGC ATHEADL JAMBS. 6) USESILICONIZED' ACRTL IC CAULK FOR PERIMETER SF,K. AROUND EXTERIOR OF: DOOR. ..._ _. 7) IFEXACTDOORSIZE1SNOTLISTEDINANCHORCHART, USE ANCHOR OUANTITY LISTED VITM NEXT _ LARGER SIZE. r.-I.E APPROPRIATE DEI IGN PRESSURE REO'D 8) FORPOCKETDOORSIZESUSECLOSEST +PASS DOOR SIZE L CONSIGURATION TO FINISHED DPENINF, PLACE'TAPCONS, IN FRONT OF HOOK STRIP AS SHOVM 9U GLASS THICKNESS MAT VARY PER REQUIREMENTS O< ASTM..C130Q GLASS CHARTS. SLIDING GLASS 10) ALL FACTORY APPLIED HOLES NOT DESIGNATED. FOR TAPCON ANCHOR SICULD BE FILLED vITM !8 SCREWS - OF SUFFICIENT LENGTH 70 PROVIDE MIN 5/8' EMBEDMENTINTO WOOD BUCK DOOR FRAME ; I1) DOOR UNIT 13 APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS SILL - 12) JAMB / SILL.CORNERS ARE 70 BE SEALED v1TH A SMALL .JOINT SEAM SEALER. 13) SHIM AS REO'D. AT EA SET Or INSTALLATION ANCHORS, MAX. ALLOVABLE SHIM STACK TO BE 1/4•., 14) ALL INSTALLATION AMCHORS MUST BE NA- OF CORROSION RESISTANT MATERIALS. 15) -WHERE ' X' REPRESENTS MOVING PANEL AND -0- RCPRESENTS NIXED PANEL. APPROVED , A - CONFIGURATIONS ARE AS LISTED ON ANCMIR CHART ON BACK OF THIS SHEL7. 161 NOT ALL CONP'IGUtATIONS LISTED ABOVE ARE S.OvN ON THIS DRAWING. HOWEVER INSTALLATION 1 N EXTERIOR ELEVATION SECTIONS-A-A'•-'B-B',L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED rVo- Sy7WN CONFIGURATIONS. D A 4 i d _ BEDMENT 2 PANEL DOOR 17) INSTALL ONE TAPCON IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED 4 ii A 1 I/4' M:N. OTHERWISE ON ANCHOR CHART. SEE BACK OF ?MIS SHEET.- d . IB) rL I1 A' 3£S AND IWOSERIES.SERIES SLIDINGGLASS DOOR IS; SMOVNL THIS PP.:NT ALSO APPL ES TO , A .. .. .. d AD \ I - y LIBERALLY APPLY CAULKIAY UNDER SILL OR SET SILL IN BED ---INSTALLATION ANCHOR OF CONCRETE. 3/16'.DIA.,TAPCON SECTION A - A L TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS S. G. D. WIDTH A 1/ 4' MAX. SHIM SPACE 1 1 1/4' MIN. CONCRETE OR EMBEDMENT MASONRY OPENING i BY OTHERS o ONE BY WOOD INSTALLATION ANCHOR CAULK BETWEEN BUCK BYOTHERS3/16' DIA. TAPCON WOOD BUCK L MAST. ,OPENING BY OTHERS I \ .CAULK BETWEEN CAULK BETWEEN HOK SLIDING GLASS DOOR HOOK $TRIP L WOOD BUCK L HOOK STRIP WOOD BUCK i MAS-Y. OPENING G - l l BY OTHERS III SHIM AS REO'D. E I (S- E NOTES) I-1/4' MIN EMBEDMENT d t G INSTALLATION- ANCHOR .., 3/i6' DIAL TAPCON Q CAULK BETWEEN _ _.- DOOR FLANGE 7 L WOOD BUCK, a ONE BY W000 CONCRETE OR BUCK By OTHER MASONRY OPENING STUCCO BY OTHERSHYOTHERSuCO B.0. 4F.TEMPERED GLASS ON BLJFAGTLIRER y 7 <TYP.) 19- 015,: SLIDING GLASS DOOR kr [Ip.- INTERLOCK MASTER FII, E # HOOK STRIP DETAIL I I ' LfLl L.1V/ LJ/ V1 1.;..na.A.. .. •. Iv••v TT• ) LL nV'JLI 1 er..rn !. senNnrT a .aa )rATenN. rr.-..r:nr. MNr z50 NMTERNATIQaA) PKv.. SNTC LSO. HEAtrROV, fLDRI:A• 32746.. 40-11:S-0363 fAx 407-9:5•0366 SHEATHING BY OTHERS STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR + DOOR WIDTH /4' MAX. SHIN SPACE SHIM AS RE'O'D K8 SCREW WOOD SEE NOTES) MIN. BByYOTHERS CAULK BETWEEN I EMBEDMENT DOOR FLANGE TWO BY WOOD SLIDING GLASS L SHEATHING BY OTHERS DOOR FRAME JAMB INSTALLATION ANCHOR R8 SCREW TWO BY WOOD BY. OTHERS CAULK BETWEEN HOOK STRIP L SHEATHING SLIDING GLASS DOOR ' v SHIM AS REO'D. HOOK STRIP - 1+ 1/6* MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS ( TYPJ 1/ 4' MAX. HIM SPACE TEMPERED GLASS TYP.) PERIMETER . CAULK BY OTHERS DOOR HEIGHT SECTION B-B w t OT4ODORS SLIDING, GLASS, DOOR FRAME SILL D A SEE NOTES) INSTALLATION ANCHOR as SCREW EMBEDMENT 1-- CAULK BETWEEN DOOR FLANGE L SHEATHING SHEATHING By OTHERS SHEATHING BY OTHERS TEMPERED GLASS. STUCCO .( TYP.) OR SIDING: ORSIDINGSTUCCO . BY - BYOTHERSSLIDINGGLASSOTHERS INTERLOCK HOOK STRIP DETAIL 2) . 9 7 MATERIAL: M SERE .M ALLOT E 61 Or - - 2) O WSTALUTION SCREWS CMUSTON_ IK pf' SUFFICIENT LENGTH TO ACHIEVE HIM, EMBEDMENT SuI-1/B'. INS LENGTHT. tAPCOM_irMI IEMRCDH itC34 r 1-1/4-, AT. SILL MUSt HE lY SurrICIE"T INSTALLATIONLENGTHt0 ART ON MIH ENBEDHIS SHEET. A' INTO MASONRY CBt YONCRETC'.::' - - -'- - bINSTALLATIONANCHORCHARTLBEHINDD< THIS SHEET.- " S. - s) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD l JAMBS. S) USE ACT D l2EDACRYLIC CAULK EDR PERIMETER SEAL A S ) AN HOR OCIR TI ODOR. C 6) V EXACT DOOR 512E E MOT LISTED IN SIGNANCHORP;CSTUCHART. USE ANCHOR pWANTtTY LtSiCD vltH MCzT LARGERSIZE, fOR THE APPR RIATE DESICa+' PR<SSURE REO'0. ---' " -'-- - -- 7). FBI POCKET DCHR St2ES uSE, CLOSEST BYPASS DOOR. SIZE B CpTlIGUAtiit[OMtO FIMS)fD OPENING PLACC INSTALLATION ANCHORS. IN FRONT or )C3K STRIP AS SHOWN. 8) GLASS. THICKNESS M11Y VARY PER RCOUIREMENTS OF ASTM C13M GLASS CHARTS 9)DODR UNIT IS APPROVED USING TENPERfD. GLASS IN SINGLE GLAZED OR -INSULATING GLASS. 10) JAMB /'SILL CORNERS ARC TO BE SEALED WITH A SMALL JOINT! SCAN SEALER - IIISHINASRCO'D. At EA SET OF INSTALLATION ANCHORS MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 13) ALL INSTALLATION ANCHE'RS NUST 9C MALE C3PRESCM RESISTANT MATERIALS 12) WHERE TA REPRESENTS -^WING PANEL AND 'D' REPRESENTS FIXED PANEL APPROVED COWIGIRATIONSAREASLISTEDONANCHORCK-T ON BACK V THIS SHECT.. EXTERIOR ELEVATION 14) HOT ALL CIWTGURATIONS LISTED ABOVE ARE S 3VN ON THIS DRAWING. HOWEVER INSTALLATION EMBEDMENT SECTIONS * A -A*. 'B-B' L HOOK STRIP DETAIL AP _Y TO INSTALLATION OF ALL APPROVED cDORIDA noNs nn1-I/4' MIN. 2 PANEL DOOR SHOWN lb FLORIDA EES 1000 SERIES SLIDING GLASS DOOR IS SHOWN THIS PRINT ALSO APPLIES TO 2D00 SERIES AND AND 500SERIES. T D LIBERALLY APPLY - - CAULKIP G UNDER S?LL OR SET SILL IN'BED INSTALLATION ANCHOR OFCONCRETE3/16' DIA. TAPCON. SECTION''.A-A F 12002 7 DESCRIPTION I DATE INI FL D P I D A I T.RINC EXTRUDERS SAINFORD F.L. TITLE: SLIDING. GLASS DOOR INSTALLATION "WITH #.4' SCREWS DRAWN BYAPPP.OVED BY: ATE: 12/17/01 ! SCALE: NIS IDWG #SLEX0027 3HT I OF Px D I, PRODUCT L APFLICAMN ENGEMCCRWG. tW— 213 INTCRMATIOMAL IKWY_ SJ:TE rA. MCATHROw. FLOR:DA. 22716. 107-IC5'0365 FAA 197-903-03K a. 1000 P.W./DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS IX2X1/8. TUBE MULLION SEALANT BETWEEN WINDIIV FLANGES- t MULLION SEALANT BETWEEN' R LIONNDOW ANGES U #8 X- 3/4 SELF ' 1000 SH TAPPING SMS HEAD (TYPJ SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1 ) t MULLD]N- 1000 P.W./DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS 1X27/16X1/8 F-V9 , TUBE MULLION f viW ru t MULLION 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ'' SEALANT -BETWEEN SECTION A —A (3) VINDOW FLANGES t MULLMN 1000 P.V DESIGNER 'SEALANT BETWEEN SILL (TYPJ WINDOW FLANGES t MUU:!!7N 8 X 3/4 SELF TAPPING SMS 1X4X1/8 I-tfY 1 // TUBE MULLION 8 X 3/4 SELF 1600 S.ri TAPPING SMS HEAD (TYPJ SECTION A —A (5) r 1000 P.V./DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS IX2X3/8 TUBE MULLION, 8 X 3/4 SELF TAPPING SMS APPLES TO HEAD k SILL WHERE I' X 4' AUXILIARY PLATE AI C k 2' X 4' TUBE MULLIONS ARE USED FOR ADDITIONAL ANC.HU S, VNEN REQUIRED) O SHEATHING 0 _0 INSTALLATION ANCHOR #8 WOOD LLtON SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS I000 .S H HEAD (TYPJ - - - - 1000 P.V./DESIGNER SECTION A —A (2) SILL (TYPJ 1000.P.V DESIGNER 48 X 3/4 SELF SILL (TYPJ.. TAPPING SMS 8 X 3/4 SELF 2 X 4 X 3/8 TAPPING SMS TUBE MULLION I X 2 7/16 X 3/ TUBE MULLION SEALANT BETVEEN WINDOW FLANGE t MULLION -.. .. J 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ 8 X 3/4 SELF_ TAPPING SMS SECTION A —A (4) S- FTAII [ 1000 HEAD (TYPJ - - SIL P.V./DESIGNER SILL (TYPJ SECTION A —A (7) 8 X 3/4 SELF TAPPING SMS i X 4 X 3/6 y Q ®, sQi+a • 1 TUBE MULLI¢N_ o_L MULLION APPLES TO HEAD 6: SILL WHERE V X 2' k I' X 27/16'. TUBE MULLIONS ARE USED DETAIL SHCAMW INSTALLATION ANCMR ll1 08 WOOD_ SCREV TYP.. Wmm CLIP L1 1/8' MIN. EMBEDMENT 11/8' MIN EMBEDMENT- I41 A u 6 FLORIDA EXTRUDERS INTERNATI. FLORIDAINCIIsaxFORD. FLO SER;.1000/(SOLO FIN SHEET OF 2 TRIPLE HORIZONTAL MULLION SECTIONS 8 X 3/4 SELF -- iooD sFI TAPPING SMS SEE OTHER SIDE ( SHEET .2 -OF 2): 'FOR HEAD (TYPJ DESIGN PRESSURE CAPACITIES SECTION A-A(6) i F • 2002 - DRAWN BY: M SH APPROVED BY. DATE:2/6/02 SCALE: NTS = DWG.: IHMFINTR 8 X 3/4 SELF.. loon7TAPPING SMS HEAD CTYPJ SEALANT BETWEEN SECTION A —A (1) L MULLION 100a P.V./DESIGNER SILL CTYPJ.. 8 X 3/4 SELF TAPPING SMS 1X27/16X1/ TUBE MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION 1n00 P.V./DESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMS 1 X 2 X 1/8 1 X 2 X 3/8 INSTALLATION ANCHOR 3/16' DIA. TUBE MULLIIIN TAPCON SCREW ANCHOR CTYPJ TUBE MULLION EXTERNAL _ SEALANT BETWEEN ONE BY WOOD INSTALLATION CLIP LION WINDOW FLANGES p y , L MULLION '..z:dY i RAL FLO.RMA B.O.A.F. BUCK BY OTHERS _ MAMEACTUM NAM: 4dRiD.4. .frPUn RS • 8 X 3/4_SELF 21AmR FIM # MULLION 1000 S.H. 7APPING SMS HEAD CTYPJ _. SECTION A —A (2) 1000 P:W.%DESIGNER 1000 P.W./DESIGNER r SILL CTYPJ SILL CTYPJ aJ #8 X 3/4 SELF TAPPING SMS #8 X 3/4 SELF 8 1 X 2 7/16 X 3/8 TAPPING SMS TUBE MULLION 2 X 4 X 3/8 L 1 1/4' MIN. TUBE MULLION EMBEDMENT SEALANT BETWEEN : ... _..... . - WINDOW FLANGES ... SEALANT BETWEEN L MULLION WINDOW FLANGE L MLICLIDT! -.. . r-- A 8 X 3/4 SELF #8 X 3/4 SELF \ L.A- 1000 S.H. TAPPING SMS 10o0.S.F{ TAPPING SMS HEAD CTYPJ HEAD CTYP:} SEALANT BETWEEN SECTION A —A 13) SECTION A —A (4) _ WINDOW FLANGES. #8 X 3/4 SELF L MULLION IaOO P.W./DESIGNER . 1000 P.V DESIGNER - TAPPING SMS - SEALANT BETWEEN SILL CTYPJ WINDOW FLANGES r SILL CTYPJ 1000 Si-L L MULLION . HEAD CTYPJ •_ s. 8 X 3/4 SELF #8 X 3/4 SELF ELEVATION TAPPING SMS TAPPING SMS ' SECTION A —A (7) VIEWED FROM . EXTERIOR1X4X1/8. 1X4X3/8 TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS SANFORn°NFr oRmn SER. 1000/ 1500 FLANGE SHEET '1 - OF: 2 TRIPLE HORIZONTAL MULLION SECTIONS. SEE OTHER SIDE ( SHEET 2 OF .2) : FOR 8 X 3/4 SELF #8 X 3/4 SELF ' DES I GN-, P. RESSURE CAPACITIES TAPPING. SMS TAPPING SMS 1000 SR IOOa . s H 1 8 B 2tC2 HEAD CTYPJ HEAD CTYPJ DRAWN BY: MSH . APPROVED BY:. SECTION A —A `(5) _ :...SECTION -;;.A —A (6).DATE:2/6/02 scAlENTS . , nwG.. ' 1 HMFLGTR ' 1000 P.W DESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMS TYPICAL MUWON TO CONCRITE 0 JAMB APPLIES TO JAMB WHERE 1- X 4' k 2' X 4' TUBE MUWONS 'ARE USED) Q CONCRETE OR MASONRY-' BY OTHERS 9 r 1000 P.W./DESIGNERjjj''' 1000 P.W./DESIGNER APPLIES TO HEAD do SILL WHERE 1 " X 4' SILL XTYPJ SILL CTYPJ AUXILIARY PLATE dc.2" X 4" TUBE MULLIONS ARE USED FOR ADDITIONAL ANCHORS; VMEN REOUMED) 8 X 3/4 SELF #8 X 3/4 SELF DETAIL C TAPPING SMS TAPPING SMS SHEATHING IX2X1/8 IX2X3/8 TUBE MULLION O —O TUBE MULLION — SEALANT BETWEEN _ INSTALLATION ANCHOR #8 WOOD WINDOW FLANGES MULLION / SCREW (TYPJ i MULLION EXTERNAL MULLION. INSTALLATION CLIP TWO BY WOOD -- SEALANT BETWEEN \—- BUCK BY OTHERS WINDOW FLANGES #B X 3/4 SELF #8 X 3/4 SEiapj j` . i MULLION 1000 S.H. TAPPING SMS 1000 S.H. TAPPING SMS HEAD CTYPJ HEAD (TYPJ MANUFACTURERN+dT SECTION A —A (2) W MULLIONSEALANTBETWEEN vlNDov FLANGES SECTION 'A -A (1) i MULLION : _: _ DETAfL l .. 1000 P.W DESIGNER 1000 P.W./DESIGNER {Jj' SILL CTYPJ SILL CTYPJ 8 X 3/4 SELF #8 X 3/4 SELF 1000 P.W./DESIGNER / r' A — TAPPING SMS TAPPING SMS SILL (TYPJ IX27/16X1/8 IX27/16X38 l TUBE MULLION TUBE MULLION #8 X 3/4 SELF L._ TAPPING SMS A 2 X 4 X 3/8 / . SEALANT BETWEEN TUBE MULLION; 1 1/8' MIN WINDOW FLANGES i, MULLION EMBEDMEN SEALANT BETWEEN ._____ ._ VIEWED FROM EXTERIOR WINDOW FLANGE i MULLION _.:. DETAILAPPLIES TO HEAD & SILL,WHERE 1' X 2" X 2`7/I6' TUBE-MULUONS,ARE USED -- 8 X 3/4 SELF #8 X 3/4 SELF 1000 S H ' TAPPING. SMS IOOO ..SJ I TAPPING SMS rTNuw HEAD .(TYPJ HEAD (TYPJ SEALANT BETWEEN SECTION A. -A (3) ....:::SECTION A -A (4) - - - - IN vOgaTION A WINDOW FLANGES INSTALLATION ANCHOR L MULLION . , _(T R; SEALANT BETWEEN1000P.W./DESIGNER 1000 P.W DESIGNER Ma IZ CLIP. WINDOW FLANGESSILL (TYPJ r.Ji:HULLIDN SILL (TYP 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS I X 4 X 1/8 1 X 4 X 3/8 TUBE MULLION `TUBE MULLION 8 X 3/4 SELF 1000 S}L TAPPING. SMS HEAD CTYPJ SECTION A —A (5) T 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ ... SECTION A -A (6) 8 4 L TAPPING SMS 1000 S.H. SECTION A -A (7) I vs• MIN, HEAD CTYPJ - EMBEDMENT FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD; FLORIDA SER. 1000/1.500 FIN SHEET 1 OF ,2 c/ ' TWIN 'H RIZ NTAL MULLION- SECTIONS - SEE OTHER SIDE (SHEET-2 OF 2) FOR s ;DESIGN,,PRESSURE CAPACITIES cR ZOQZ I1Ftt R N BY: M S H APPROVED BYc r• DATE:2/6/02 SCALE:NTS DWG.: 1HMFINTW SEALANT BE-*-;E--iwi.NtOw FLA.116r-i 9. MULLION I C- C P.W./DESIGNER S!LL ?Typ 8 X 3/4 SELFF TAPPING SMS X 2 X I/S TMLj, ION Iv— will, SEADE: AN 6 X 214 SELF S- TAPPING SMi Z.- ALANT , I! E -, ..' r- ---, 7-vill0oldF;-AN IES SF-- _,,TlQN A —A (1) F100-3 P.W./DESIGNER SILL (TYP.) 96 X 314 SELF TAPPING SMS I X 2 7/16 X 1/6 IrTrmr--Vv- ll TUBE MULLION r- CCC P.V/DES'GNER —,P!CAL MULLION 70 CONCRETE 0 JAMS' SILL <7Y; 2.) (A.P=LJcs4T0 :AM? WHERE 1" X 4' rueE MuLuO.' q-s A.;Z USED) X 3/ 4 SELF TAPPINC SMS CONCRETE OR MASZNRY Y CTHERS j X 3/ 0 4,f Wocn11 FLORIBUCK Sy OTHERS DA. -B-0-AL MANUFICTUEym "AM: X 3/4 SE, S Ic-le. S.L4 SP. lA9 TTPX&SM Fib LE SE-Q, Ti 0N A -A (2) 10cl ' ill-L (TYP.) S,';- L < FYF.) 42 X 3/4 Sr-L,- F J TAPPING SMS -8 X314SELFTX3aTAPPINGsmsNSTALLAT1ONANCHOR3/ 16' VIA. TAPC:s, SCRZ'W rX-FR;%AL MULLIC N INSTALLA"ON CLIP, OULLMN 1 1/4' PUN. BE , IIL7-L' N I - I 91 ! - 1. EMBEZMEN7 91rSEALANT BETWEENWIN nu- V FLANGES SEALANTBETWEEN/i L MULLION VINZOV FLANGE j S X 3/ 4 SELF Pe X 3/4 SELF L 1000 S.M. TAPPING SMS IGGO$.H. TAPPING SMS HEAD (TYP.) HEAD (TYP.) SEALANT QrTWEEN SECTIONA—A ( 3) SECTION A —A (4) VINnow F7L Es CTMULLION #8 X 3/ 4 SELF F 10fi() P-W./ DESIGNE-R- SEALANT 8ETVv----14r-1000 P.W./DESIGNER TAPPING SMS S': N04 FLANGES (TYP. 1 WI11 4ULL10N SILL '7YP.) 0t! q x 2/ 4 SELF —#8 X 1/4 SELF HEAD (,Y;3.) TAPPING SMS SMS TAPPIN'. I X4X 1/13 1 X 4 X 3/9 SECTION A —A (7) I - o' TUIX- JK H;: Ll .4F8X3/ 4 SELF F718 i VA SELF TAPPING SMS TAPPING SMSloc- 0 S.H. N-00c. S.LC HEAD (TYP., HEAD <TYP., A --A (5+ A - A fr,,) A I nP'IAI' R ELEVATION VIEWED FROM EXTERIOR TITLE: SER. ... 1000/1- 500 FLANGE.,SH-ET :1 OF, 2- TWIN HORIZONTAL MULLION SECTION' S S --- E 7 - R 2 OF. 2 r-.' FUOR '>.: cr- IDESIGN % PRESSURECAPACITIESSHrAPPROVED. 13Y: FEB 15 20-3.2BY: H' -s -TWDATE:2/4/ 0-2scALE: DWG.. 11 HMFL'o 7 1000 P.W DESIGNER 1000 P.W./DESIGNER AUXILIARY PLATE APPLIES TO HEAD do SILL WHERE 1' X 4' SILL (TYPJ SILL CTYPJ (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) do 2* X 4' TUBE MULLIONS ARE USED 0 8 X 3/4 SELF #8 X 3/4 SELF AI C TAPPING SMS TAPPING SMS SHEATHING 1X2X1/a IX2X3/8 0 —O _ TUBE MULLION TUBE MULLION _ SEALANT BETWEEN INSTALLATION ANCHOR #8 WOOD WINDOW FLANGES. O / SCREW. (TYPJ MULLION..... EXTERNAL MULLION SEALANT. HETVEEN a BY WOODCENTRALFLORMAR.O.t K BY OTHERS INSTALLATION CLIP — WINDOW FLANGES, #8 X 3/4 SELF #8 X 3/4 SELF 6 MULLION - - 1000 S.H. TAPPING SMS - 1000 S.H. -TAPPING SMS MANU ACTURER NAME: HEAD (TYPJ HEAD-(TYPJ SEALANT BETWEEN r o'R 04 alffIffa MULLION WINDOW FLANGES SECTION A -A (1).• SECTION A -A (2) / g1 ++ 1 T$ $LLLMULLION _. - ... MU )1 F.11 JC 11 fl E !( 6 s 1000 P.W DESIGNER 1000 P.W./DESIGNER • r SILL (TYPJ r SILL (TYPJ D Tnn c r-- A -- 8 X 3/4 SELF r #8 X 3/4 SELF 1000 P.W./DESIGNER TAPPING SMS TAPPING SMS SILL (TYPJ I X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 \ / L_A / TUBE MULLION TUBE MULLION #8 X 3/4 SELF _. TAPPING SMS 2X4 X3/B SEALANT BETWEEN TUBE MULLION WINDOW FLANGES - L 1 1/8' MIN, s MULLION - EMBEDMENT FLFyAnoN SEALANT BETWEEN HEWED FROM EXTERIOR WINDOW FLANGE L MULLIIIN. : r.. _ '. .APPLIES TO HERO & SILLWHERE V X 2' . @ & 1' X 2 7/16- TUBE MULLIONS ARE USED 8' X 3/4 SELF #B X 3/4 SELF _ 1000 S.H, .TAPPING SMS 1000 S.K TAPPING SMS 'F"T HEAD CTYPJ HEAD (TYPJ SEALANT BETWEEN SECTION A —A (3) SECTION A —A (4) _.,.>"sraLuna ANCHOR :. WINDOW FLANGES ... .. _..:y8-WOOD SCREW .. ._. 6MULLION . - . _ - .'(TYPJ 1000 RW,/DESIGNER SEALANT BETWEEN 1000 P,W,/DESIGNER NORM CLIP SILL MP.) WINDOW FLANGES SILL (TYPJ #8 X 3/4 SELF F MULLION* TAPPIN TAPPING SMS- 8X3/4 SELF/4 SELFTAPPING SMSSMS —1000 S.H. SECTION A A U7)IX4X1/81 X 4 X 3/8 HEAD CTYPJ 1ve MMENTTUBEMULLIONTUBEMULLIONINTERNATIONAL, : INC FLORIDAEXTRUDERSSANFORD.- FLOREDA TITLE: SER, 1000/1500 FIN SHEET 1-OF.HORIZONTAL MULLION SECTIONS T = SEE ER SIDE SHEET 2 OF 8 X 3/4 SELF #8 X 3/4 SELF DESIGN HPRESSURE <CAPACITIES 2 TAPPING SMS TAPPING SMS s 1000 S FI 1000 S.M. HEAD CTYPJ HEAD CTYPJ ' r °; DRAWN BY: M S H APPROVED _BY: SECTION' A -A (5) SECTION A -A (6) tom= DATE: 2/6/02 SCALE: NTS DWG.: 1 HMF I N I C 1000 P.W./nMGNER SILL (TYP.) u8 v S/4 SELF TA??iNG SMS r-1 k X iP, ii. UBE MULLION SE.A_A.NT 9ETV_ WIN-nZW FLANGES' t L MULLMN i SEA ANI s_TV EN -I - V N FLANGES -a8 X 3/4 SE:_= . S.rJLLICN \--:000 S.H.TAP=1 SMS r+kAj (: YF) SEALA NT BE 7 zY WIN OW FLANGES SECTION . A —A ?. i L MULLION 1000 P.W./DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPING SMS i X 2. 7/14- X 1/8 TUBE MULLION SEALANT BETWEEN WINDI:-W FLAN3ES- L MULLION . U \—#8 X 3/4 SELF TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A —A (.3 WINDOW FLANGES L ML'LLIDN r-1^_Ca F.W./DESIGNER SEALAN? BETWEEN j SILL MR.) WINDOW FLANGES 1 06 X 3/4 SELF L MULLION { TAPPING SMS IX4X1/8 r ---tSv1 / IUBL MULLWN 100C P.W./DESIGNER SILL (TYP.) UA X 3/4 SELF TAPPING SMS 1 X X 3";E iYP!CAL MULLION TO CONCRETE C JAMS APPLIES TO JAMS WHERE 1" X 4" 2" X 4" TU9= MULLICNS ARE USED) Q CONCRETE OR MASONRY BY LIT-E:'<S aETAI L _8 INSTA=LATIGN ANCHGR 3/)6' D'A. TAPCON SC.'r_V ANCHCR Mc.) EXTERNAL MULLiOti ONE, BY WOCi"/ I hISTALLATION CLIP t— Lul RVOTHERS I 1 CENTRAL. FY O RMA . B.0.A..F. X 3/4 Sa_= S . TAPPIN_ SMS lVLALNUFACTLMR , NAM: I 1 LEAD (i'{ P.) 62OR/2A uDERS 1 SECTION' A — A (2\ MASTER FEE.1E, jj ICLL P V / LES7G; ;ER SILL (TYR.) I I a 8 X3/4 SELF TAPP:NZ SMS r 13L'0 P•W./DES!G` R 1 t X 2 7lI6 X 3/8 SILL (TYP.). TUB_ MULLION i { 4 i -- 1 1/4' M!N. nt -8. X V4 SELF EHSEDHENT II TAPPING SMS 2 X 4 X 3/8 t TUBE MULLION P X . 3/ 4 SELF TAPPING SMS ELEVATION 1000 S. H. SECTION A —A {71 i VIEWED FROM EXTERIOR NAL FLORIDA EXTRUDERSIVTERNATIoSANFORD; FLORID IDA RIDATITLE:SER, 1000/1_500 EL.ANGE SHEET 1 OF .2 H 0 R I Z0^NTAL_ 1L'L I "OPd SE0-1 NS i S_ t OTHER SIDE _ / fLt[ 101 d8 X 3/4 SELF `` !i9 X 3/4 S7-Lr DESIGNFr2=SSuk CAPACITIES TAPPING SMS ICCD S l HEAD .TYP.) HEAD (?v=.) nn ;DRAWN BY: i1SH.. APPROVED BY: CFI 1C1y..- A.-A .(jl_ SFCT!^N A --A (S: ._.. — i r`j 2JS ;DATE:P /`l SCALE: tiT$. DWG.: 1N"El_Ci SEALANT BETWEEN VINDOV FLANGE L M) LUOU g8 X 3/4 SEL= 1060 S. H, TAPPING SMS .. HEAD <TYP.) SECTION A — A (A) 8 5 1000 S.H. i X 2 X 1/8 1000 S.H. 1 X 2 X 3/8 JAMB (TYP.) TUBE MULLION JAMB <TYPJ. TUBE MULLION 1 8 X 1/2 SELF k8 X 1/2 SELF 1 1/8, MIN. TAPPING SMS TAPPING SMS EMBEDMENT TWO BY WOOD BUCK BY OTHERS 2 X 4_ X 3/8 SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION . VINDOW.FRAME WINDOW FRAME - t MULLION "i MULLION708X1-1/2 SELF VH-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (1) SECTION :A -A .(2) MULLION 1 X 2 7/16 X 1/8 1000 S.H. 1000 S.H. TUBE MULLION 1000 S.H. 1 X 2 7/16 X 3/8 JAMB (TYPJ JAMB (TYPJ JAMB (TYPJ TUBE MULLION 8 X 1/2 SELF 8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS TAPPING SMS L SEALANT BETWEEN WINDOW. FRAME i MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A -A (3) 1X4X1/8 TUBE MULLION 1000 S.H, 1000 S.H. JAMB (TYPJ JAMB (TYPJ c 8 X 1/2 SELF TAPPING SMS DETAIL C SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP APPLIES TO HEAD k SILL WHERE i" X 4" 2" X 4' TUBE, MULLIONS ARE USED APPLIES TO HEAD Lc SILL WHERE 1".X 2" do 1" X 2 7/16" TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETAIL B k8 V) 001) SCREW TYP SILL CLIP 8 X.1-1/2 SELF- WI DOW FFLANGES . SEALANT BETWEEN TAPPING SMS L MJLLION 1 1/8• MIN. WINDOW. FRAME EMBEDMENTtMULLIONSECTIONA —A (7) SHCAnm+c — 8 X 1-1/2 SELF. TAPPING SMS DETAIL C - vmo PRAMMSECTIONA -A (4) AUXILIARY PLATE 1 X 4 X 3/8 Q• (FOR ADDITIONAL. ANCHORS, WHEN REQUIRED) TUBE MULLION.B• IVg,` r O i vRlDA A A - - - nilvrA 8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME WINDOW FRAME t MULLION 6 MULLION 8 X 1-1/2 SELF ... TAPPING SMS 8 X.1-1/2 SELF TAPPING-SMS SECTION A=A (5) SECTION' A -A (6) 8 SELF -TAPPING SMS (TYPJ. r DETAIL B MULLION ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL, INCSANFORD, FLORIDA TITLE: SER.. 1000/ 1 SOO FIN SHEET. 1. OF. 2 VERTICAL MULLION SECTIONS` VF3 SEE OTHER S I DE (SHEET 2 -OF 25FOR . DESIGN PRESSURE CAPACITIES: - DRAWN BY: MSH APPROVED BY: DATE: 2/6/02 SCALE: NTS DWG.: 1 V F'IN ` iy 2— $.H. x 2 x 1/8 1eDe I x 2 x 3/8 — I S.H. GNE BY WOODOET IL AMH :TY c_ ML'LLIGN . JAMB CTYPJ i `TSB= MUILICN i . L 3: LK by .r1 H--c \ C , A -C NCRET= tR MAS]NRYRSJ• 42 X 1/2 SELF #8 X ii2 S=' F ? 1 1/4' MIN u SMS TA i<- SMS fEMPE-MEk? a 4 4 rpP,al p• I i• . 1 r I I 1 S`• A.-PN H Tv:='< ` .. SEALA'v' ?ETVEEA 1 .. .- 1 1v \\\:- INS A ATILN AN R 3/in IA b MUL, ION •, . NL• i='. C it A !( 3. L Ta r-NSCR ANC C ( -Y_ 4C-x l-i/?:J_i RE X i-I/C SELF _ '- •c - TAPPIti_ SMS SN$ SECTION A - A ,'I S=QN' -A-A 12) _CAS Ai -Gti TC 'CON 6 HEADr x c7/ 6 X a5 M 1. LI:N i, f .JES HEA0 & SiLL WHIR 1 X A j. X ° LS LL. C tE iSc TU? MULLIONi- 1 X 2 7i16 X 3/6 OJ i I S. 1010 S. - 10010 S.H. TUB•C MUi-LION JAMB CTYPJ '- - --r-- JAMB CTYPJJAMSCTYP.7 E X 1/2 SELF I r-INSTa+ATION ANCHOR S X . 12 SEL-F -g8 X 1.12 SELF TAPPING S."S 1 1 T 7APPiNG SMS TAPPING SMS-' DtA A CGN J I SCREV .ANCHOM1 CIYP.) SILL CLIP _. I-1/ 2 SELF` SEALANT BETWEENSEALANT BETWEEN SEALANTBETWEENTAPPINGSMSVINDm-W FLANGES - Q..- -1 VIN'J,7V FLANGESVINDGV FLANGES b.MJLIION •-EM3caH NT b MULLIONbMULl7GN _ 8 X 1-1/2 SELF gc _, ..2 SECTION A —A 7' TAPPING SMS TAPPING SMS E_. DETAIL C — CAST SILL.ByOTHERS SECIION A —A (, 5 5 CTiON A —A .4T— rC:R, ADD ICNAL ANCHORS, V N REOJIRED).. I X 4XI/8 I X 4 X 3/8 TUBE MULLION T ( 4xTURF MULLION u..®• • — rNLFLA A ICOC S.H. 100.0 S.H. JAMS (TYP) 1 JAMB CT"P.) :.o one rAooruc_ I SMS CTYPJ 1 . ELEVATION. I I O fl a2 x 1/ 2 SELF #8 x 1/2 SELF VIEWED FROM EXTER'.OR TAPPING SMS jTAPP;I:G SMS --- -- FLORIDA EXTRUDERS=R o°oRma U TITLE: SER. 1000/ i -D:,0 -LANCE SHEET 1 OE' c SEALANT BETVE£N SEAL A4i—' -ti SE..T J S Ili WINDOW FLANGES. - VINJ7. FL4N[_S - -. LT DE; .. K y ' b M LIDN a r .ION SE--r. NER <S I < SHEETi c 'Or 2)--'F.L12 a8 x I - I/& -SELF IESION PR;SSURE: C.A.PACITI.ES . - #SX-1/2 SE•_F NG MS.... '$MST1?P ^t IDMS'- St-CTION A —Alj ; S^ i Jti H—H 1 ; . _ FEB Z 5 I .. ATE / I: -APPROVED BY:. APPRO 1— - ^ ID10% SCALE• ?:TS DWG.: : V`", EC F S.'r: —r _ . /' I X 2 X I/e 10Cc S.H.. I x 2 x 3/e JAMB .TYP.; .i TUBE MU-L.uN _AM3 .TY?: iL'H_ MUL_liN e x 1/2 SELF TAPPING Sus u8 X 1/2 SELF 2 x 4 X .3/6 - TAPaING SMS TLB= ML'_LIf]:ti Ioc: S., . SEA'_AN- B TW.EN V:NiI:W fLANuCS .•• Li.:., 1 i LANES -" '--RE X -I/2 '.SELF AE x n.-C NG SM1-i/E ScLF SMS X 2 X S!8 X 2 7/1E X 3/e 1^^c s + UTUB'S M LLiONLL i;;io S + TUBE MULLmN c--- J JAMS (TYP.: JAMB CTYr',i 8 X 1/2 SELF P8 X.1/2 SELF TAPPING SMS .;Al" SMS4FI.- TYPICA-L VERT;CAL TO 'H.OR'ZCNiAL MULLION TO MULUCN L_Z ija X U= Sc_r TARR:< SMS r— i i rINSTALLATI:N A.ND0 SEALANT BETWEEN + .a/i5' DIA APCON WINDOW FLANGES j / . X 1-1/2 SELF _ J SKEW AVCrCR 'TYPJ 6 MULLION . TAP?'NL• SMS ,. i; it ... SECTION A—.ti % ; i SILL CLIP CE-Aii_ C 1 i TNTERNA'L CLat SEALANT BETWEEN SEALANT BETWEEN VIND04 FLANGES WiNLOV FLJ6':GES-=e X 1-1/2 SELF L MJLLIIIN L 414"LL10N TAPPING SMS .. 1 TAPPING SMSSECTIONA-4 (3) SECTION A -A (4) i 1 x 4 X 1/e — 1 X 4 X 3/8 TUBE MULL ION TU i I AZ ORIOXcr. NAJam? T.vp 1 ? .+.. a6 x 1/2 SELF x8 X v2 SELF TAPPTNG SMS TAPING SMS SEALANT BETWEEN SEALANT BETWEEN VINEOV FLANGES I.D3W F A,*ES k8 X I-I/2 SEL% t MULLION 5 NU ION TAPPING SMS18X1-1/2 SELF r nn TAPPIN, SMS S',;0Ni A —A /.: Fc 3 15 C(SSCTICNA —A . IX OR ?X MULL C3:Y?:) ENB-DMENT PRECAST SILv BY OTHER y AUXILIARY PLATt CFZR A]LITIONAL..A,NCH']RRS. WHEN GEQULREL: r - E IM `- N OR FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD.: FLORIDA rrlu:SER 1000/ 1 Suu FLANGE SHEET- 1 0---2 VERTICAL MULL TLN.TNTO HORIZONTAL SEE .OTHER SIDT- ( SHEET'- 2. 2) Ul DESIGN -PRESSURE CAPACI;T'IES DRAWN BY: NSH' APPROVED BY' DATE:2/6% 02 SCALE: N T S DWG.: . 1 VMFHMrLG . 3/ SEALANT BETWEEN APPLIES TO HEAD k SILL WHERE I X 4' VINDOV FLANGES t MULLION AUXIL A PLnTF AI 2 X 4' TUBE.MUWONS ARE USED 2000 P.W./DESIGNER FOR- ADDITIONAL AMCNDRS, WHEN REDUTRED) 2000 P.V./DESIGNER . SILL CTYPJ SILL CTYPJ Q 8 X 2/4 SELF S.X 3/4 SELF SHEATHINGTAPPINGSMSTAPPINGSMS IX27/16X1/8 TUBE MULLION 1X27/16X3/8 O O TUBE MULLION ANCHOR #8 WOODINSTALLATION jj SCREW.(TYPJSEALANTBETWEENrWINDOWFLANGES.. O _ .. .. t MULLION EXTERNAL `MULLION INSTALLATION CLIPTWOBYWOOD BUCK BY OTHERS S X 3/4 SELF 8 X 3/4 SELF 1000 S.H. TAPPING SMS 1000 S.H. TAPPING SMS MULLIONHEAD (TYPJ HEAD CTYPJ 2000 P.W./DESIGNER APPUES TO MEAD t SILL WHERE I' x 2' SECTION A -A (1) SECTION A -A (2) SILL (rYP.> a i• x 2 Is• TUBE MULLIONS ARE USED DETnl N#8 X 3/4 SELF APPING TNcc 2MSSX 4 X 3/8 FP `TUBE MULLION rR 1 Liter' SEALANT BETWEENFLORM FAc N }`J(j i;' .. WINDOW FLANGE iV cu+•-- t MULLION D. f-x U D FUE SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES t MULLION t MULLION 2000 P.W./DESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 TUBE MULLION— DETAR [, 8 X 3/4 SELF / TAPPING SMS 2000 P.W./DESIGNER 1000 S.H.' SILL (TYPJ HEAD CTYPJ 8 X 3/4 SELF SECTION A -A (5) TAPPING SMS /' 1 X 4 X 3/8 . TUBE MULLION 8 X 3/4_ SELF #8 X 3/4 SELF 1000 SA 1000 SMS 1000 S.H. To SMS HEAD (TYPS` HEAD CTYPJ SECTION A -A (3) SECTION A -A (4) a INSTALLATION ANCHOR 18 VmD SCREV TYPD MMIZ CLIP. IFl 1/8' MIN. EMBEDMENT I 1 lie MDa111EMBEDMENT A_..... L_A. FLORIDA EXTRUDERS te° on TlT SER,. 2000 FIN SHEET 1 :OF ;2:`' - TV-rtt HORIZONTAL MULLION SECTIONSYKPiF , _ . _ SEE OTHER SIDE (SHEET 2.OF 2)' FOR DESIGN .PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: ` ; DATE:2/6/02 SCALE: NT S DWG.: '2HMF INTR 30 TYPICAL MULLION TO CONCRETE .m JAMB APPLIES TO JAMB WHERE 1' X 4' QETAIL 2' X 4' TUBE MULLIONS ARE USED) Q r2000 P.W./ESIGNER 2000 P.V DESIGNER SILL (TYPJ rSILL (TYPJ • CONCRETE OR MASONRY 8 X 3/4 SELF I #8 X 3/4 SELF BY OTHERS TAPPING SMS. TAPPING SMS 1 X 2 7/16 X 1/8" 1 X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16' DLA. TUBE MULLION TUBE MULLION SCREW ANCHOR <TYPJTAPCON DIVE' BY WOOD EXTERNAL' MULLION INSTALLATION CLIP SEALANT HETVEEN SEALANT.BETVEEN BUCK BY OTHERS WINDOW FLANGES.. VINDOV-FLANGES L MULLION L MULLION 2000 P W - MULLIONDESIGNER 8 X 3/4 SELF #8 X 3/4 SELF SILL (TYPJ -' 2000 S.H. TAPPING SMS 2000 S H: TAPPING SMS HEAD (TYPJ HEAD (TYPJ #8.X 3/4 SELF SECTION A -A (1) SECTION A -A (2) TAPPING SMS47, 2 X.4 X 3/8 TUBE MULLION 7 2000.H. JAMB ( TYP.S) I X 2 7/16 X 1/8 2000 S.H. I X 2 7/16 X 3/8 TUBE MULLION JAMB (TYP.) TUBE MULLION DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION a # 8 X L2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS tNSTALLAT INTERNAL CLI 2. X 4.X 3/8 TUBE MULLION 1. 1X OR 2X MULL 8 APPLIES TO HEAD. & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USEDAUXILIARYPLATE 5 /tCENTRAL7 fuY1;:n=IJIJA 3. rG. AL '1 • CFDR ADDITIONAL AO . WHEN REOUIRED) DETAIL MANUFAC'ITaR NAD":L SHEATHING 95r771I'D SEALANT BETWEEN FHE # WINDOW FLANGES L MILLION - INSTALLATION ANCHOR 00TALLCH #8 WOOD 2000 P.V./DESIGNER IGNER MULLta+ SCREW tTYP S _. . SILL (TYP.) 3/4 SELF 118 X 3/4.SELF' .: EXTERNAL -.MULLION TAXTAPPING SMS. PING SMS TWO BY WOOD INSTALLATION CLIP BUCK BY OTHERSX27/16 X 1/81 TUBE MULLIONTUBE X 2, 7/16 X 3/8 MULLION T*A81 MULLIONSEALANTBETWEENWINDOWFLANGESL MULLION2000 P.W./DESIGNER TAR C A SILL (TYP.)# 8 X 3/4 SELF8 X 3/4 SELF1000AS.H. TAPPING SMS TAPPING SMS 8 X 3/4 SELF HEAD (TYPJ HEAD CTYPJ TAPPING SMS 2 X 4 X.3/8 SECTION A —A (1) SECTION A —A (2) TUBE MULLION L 1 1/8' MIN EMBEDMEN ELEVATION SEALANT BETWEEN . WINDOW FLANGE VIEWED' FROM EXTERIOR L' MULLION DETAIL e.. APPUES TO HEAD. do .SILL WHERE 1' X 2- k -1"-X -2 .7 1V-TUBE- MULLIONS ARE USED SEALANT BETWEEN SEALANT BETWEEN ` INSTALLATION AN(710R WINDOW FLANGES WINDOW FLANGES 18 WOOD SCREW L, MULLMNL MULLION o/— TAPPING SIGNER 2000 P.W./DESIGNER HOR17 CLIP SILL (TYPJ #B X 3/4 SELF TAPPING SMSX3/4 SELF #8 X 3/4 SELF SMS TAPPING SMS —1000 S.H. SECTION A —A (5) t MmIX4X1/8 - 1 X 4 X 3/8 HEAD CTYP,) EnBEDMENr. TUBE MULLION TUNE' MULLION FLORIDA EXTRUDERSINTERNATIONAL. INc.:SANFORD; FLORIDA TITS:SER. 2000 FIN SHEET i OF -2.. TWIN HORIZONTAL MULLION SECTIONS SEE THER SIDE (SHEET,2 =2FOR 8 X 3/4 SELF #8 X 3/4 SELFDESIGN PRESSURE. CAPACITIESAPPINGSMSTAPPINGSMS1000S.H. f'. E9 2i02 HEAD (TYPJ HEAD (TYPJ DRAWN BY. MSH APPROVED: BY. SECTION A -A (3) SECTION A —A (4) DATE:2/6/02 I SCALE: N TS DWG.: 2HMF INTW a TYPICAL MULLION TO CONCRETE 0 JAMB APPLIES TO JAMB WHERE 1' X 4' DETAIL 6 h 2' X 4' TUBE MULLIONS ARE USED) - Q CONCRETE OR MASONRY BY OTHERS 2000 P.V./DESIGNER 2000 P.W DESIGNER SD_L (TYP.)- INSTALLATION ANCHOR 3/16' DIA SILL CTYP.) TAPCON SCREW ANCHOR CTYPJ 8 X 3/4 SELF 8 X 3/4 SELF N#APPING SMS1X 2 7/16.X 1/8 TUBE MULLION TAPPING SMS1X 2 7/16 X 3/8 TUBE MULLION ONE BY VDOD BUCK BY. OTHERS EXTERNAL MULLION INSTALLATION CLP SEALANT BETVEEN WINDOW FLANGES SEALANT BETVEEN WINDOW FLANGES. L MULLION L -MULLION 2000 P.W./DESIGNER MULLION _ - SILL CTYPJ 8 X 3/4 SELF 8 X 3/4 SELF TAPPING SMS 8 X 3/4 SELF .. .. NAPPING SMS 2000 SA SMS 2000 S.H. 2 X 4 . X 3/8 HEAD CTYPJ HEAD CTYPJ. TUBE, MULLION Q SECTION A -A (1) SECTION A —A (2) L SEALANT BETWEEN 1 1/4' MIN. EMBEDMENT. WINDOW FLANGE L MULLION - 10ORNACTURER 14F] ff,: r-- A m&'I R ]FIRE # 8 X 3/4 SELF L A SEALANT BETWEEN - - TAPPING SMS ..... .. WINDOW FLANGES L MULLION 2000 P.W./DESIGNER 2000 P.V./DESIGNER 2000 S.H. -. HEAD"CTYPJ r SILL CTYPJ SILO CTYPJ SECTION A -A (S) 8 X 3/4 SELF 8 X 3/4 SELF TAPPING SMS1X 4 X L8 TAPPING SMS1X-4 X 3/8 ELEVATION': TUBE MULLION TUBE MULLION VIEWED FROM .EXTERIOR FLORIDA EXTRUDERS: ATT, SEALANT BETWEEN IDAFLORIDASANFORD, FLORIDA WINDOW FLANGES L MULLION ...... t?E: SER.; 2000,,FLANGEFGANGE .. -SHEET F.., 21 TWIN `HORIZONTAL"MULLION'`SECTTONS 8 X 3/4 SELF NAPPING SMS 8 X 3/4 SELF 2000 S H TAPPING SMS SEE OTHER SIDE C SHEET:2 OF 2) FOR aaOO S.H. DESIGN_. PRESSURE CAPACITIES HEAD CTYPJ HEAD CTYPJ SEC710N A=A (3) SECTION A —A (4) . F 8 2002 nRnrrrr apt: MS+i _:. APPROYED. DY:. D*G.,f ' 2 HnATE2/4/02.:....scarf; NTS MFLGTW 6 SEALANT BETWEEN WINDOW FLANGES L MULL117N AUXILIARY P A FOR ADDITIONAL ANCHORS, WHEN REQUIRED) O CENTRAL FL ATUDA B. ®. A. F. MANUFACTURER NAME:-. E -o FG oR/Dg ,t 7'7ZuDtRS— — AI C APPLIES TO HEAD do SILL WHERE 1' X 4' do 2" X 4' TUBE MULLIONS ARE USED SHEATHING fx—&S= FME # MULLMN INSTALLATION ANCHOR #8 VOOD O .....SCREW CTYPJ 2000 P.W DESIGNER 2000.. P.W./DESIGNER , SILL CTYPJSILLCTYPJ EXTERNAL HULLION 8 X 3/4 SELF #8 X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS.. TWO BY WOOD` BUCK BY OTHERS I X 2 7/16 X 1/8 jjj''' 1 X 2 7/16.X 3/8 TUBE MULLION / TUBE MULLION MULLION SEALANT BETWEEN ` WINDOW FLANGES L MULLION- - - DFTAII - C * . A 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES 6 MULLION - L MULLION 2000 P.W./DESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMS 1X4X1/ ITUBEMULLION 8 X 3/4 SELF 1000 S.M. TAPPING."SMS. . HEAD CTYPJ SECTION A —A (3) f 2000 P.W./DESIGNER SILL CTYPJ AlL- / 8 X 3/4 SELF 1000 SA TAPPING SMS #B X 3/4 HEAD.CTYPJ f TAPPING SMS2X 4 X3/B SECTION. A —A (Z) TUBE MULLION 1 1/8, MIN. EMBEDMENT _._ ... FLEVATION SEALANT BETWEEN VIEWED FROM ;EXTERIOR WINDOW FLANGE- " L NULIIDN.:'_ ... A ( APPLIES TO HEAD da SILL WHERE 1' X 2' k 1' X 2 7/16'; TUBE. MUUJONS ARE USED INSTALLATION MOM SECTION A —A (5) ,. 8 WOOD SCREW HaRIz CLIP . r2000 P.W DESIGNER #8 X 3/4 SELFSILLCTYPJTAPPINGSMS j #8 X 3/4 SELF TAPPING SMS —1000 S.H.l l/8' NtN 1 X 4 X 3/8 HEAD CTYPJ TUBE MULLION FLORIDA EXTRUDERS MWpx >za l J 8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD CTYPJ SECTION A —A (4) TrrLE:SER 2000 FIN SHEET i OF 2 1 p HORIZONTAL:' MULLION SECTI NS ' V SEE OTHER SIDE (SHEET 2.OF, 2>' F R DESIGN PRESSURE..CAPACITIES 1 EB 2002 DRAWN BY: M S H APPROVED BY: DATE:2/6/02 SCALE:NTS DxG:: -2HMFI.N,., 5 TYPICAL MULLION TO CONCRETE O JAMB MXS4' TUBE TO BMUWONSWHEREIARE USED) SEALANT BETWEEN SEALANT BETWEEN WINDOWw WINDOW FLANGES L LMULL - L MULLION NER 2000 P.V /DESIGNER SILL( TYP.) SILL (TYPJ 3/ 4 SELF #8.X 3/4 SELF ING SMS TAPPING SMS IX27/16X3/1 X 2 7/16 X 1/8 TUBE MULLION TUBE MULLION X 3/4 SELF #8 X 3/4 SELF PING SMS 2000 S.H. TAPPING SMS HEAD ( TYP.) HEAD (TYP.) SECTION A -A (1) SECTION A -A (2) SEALANT BETWEEN WINDOW FLANGE L MULLION n' w""A B'® • CFNTW FL on/ A v . _ _ F # SEALANT BETWEEN SEALANT: BETWEEN.._ WINDOW FLANGES WINDOW FLANGES... L MULLION - - ': L MULLION 2000 P.V./DESIGNER 2000 P.W./DESIGNER SILL ( TYP.) SILL (TYPJ 8 X 3/4 SELF. #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 4. X 1/8 1 X 4 X 3/8 TUBE MULLION (ltlT—] TUBE MULLION CONCRETE OR MASONRY BYOTHERSINSTALLATION ANCHOR 3/16' DIA. g TAPCON SCREW ANCHOR (TYPJ ONE BY WOOD TA LIATIDMULLION BUCK BY,OTHERS.. 2000 P.V DESIGNER MULLION SILL ( TYPJ 8 X 3/4 SELF TAPPING SMS 2. X4X3/8 Q TUBEMULLIONF+- 1 1/4' MIN, EMBEDMENT - DETAiL B /! r A 8 X 3/4 SELF' TAPPING SMS I~ . A SFL HEAT HEAD (TYP.) SECTION A -A (5) 4 ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS-ATToxAL INC, SANFORD, FLOREDA TTMZ: SER. .2000 FLANGE- SHEET ;1 F., 2 HORIZ NTAL MULLION SECTI NS SEE OTHER SIDE (SHEET--"2: E 2),; :F R DESIGN PRESSURE CAPACITIES° 8 2Cb2 DRAWN BY: MSH ay 4#8X 2000 S.H. JA/16 X L8 JAMB (TYPJ 1 X 2 7/16 X 3/8 LLION r TUBE .MULLION 2 X 4 X 3/8 TUBE MULLIONDF8X1/2:SELF #8 X 1/2 SELF TAPPING SMS TAPPING.SMS 2000 S.M. JAMB CTYPJ NT BETWEEN SEALANT'BETWEEN F7 W FRAME WINDOW FRAME LION _ LMULLION ' # 8.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 SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW CTYPJ EXTERNAL MULLION INSTALLATION CLIP APPLIES -TO HEAD &..SILL WHERE 1" X 4' 2' X 4` TUBE MULLIONS ARE USED APPLIES TO HEAD &. SILL WHERE 1' X 2" do 1' X 2-7/16" TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETAI #8 WOOD SCREW TYPJ SILL CLIP Y.E1V 1tIliC,.L.. SYi'lY_RIUDA B.O.-A.F. SEALANT BETWEEN1,qG7 T7tTS t,,vR :T1 .. # 8 X 1-1/2 SELF WINDOW,FLANGES - 1 1/8' MIN. iv LAN4Ju t' Ci'lJiiE.i R NAME: TAPPING SMS a MULLION _ .-" EMBEDMENT SECTION A —A (51GoRamf2w1Pl ' — sHUTMwc — DETAIL CmQ\.4"T!H.R M.P. %.' :- : i ,-. .. . .. .... __._....... vme tRuwnr. 1 1/8' MIN. EMBEDMENT MULLION.- 8 X 1/2 SELF TAPPING SINSam mw B X 1/2 SELF #8 X 1/2 SELF SMS (TYPJ:. `- DETAIL B MULLION TAPPING SMS - TAPPING SMS - ELEVATI ON -.... VIEWED FROM_ EXTERIOR FLORIDA' _:EXTRUDERS o° ioRmn Tnu:SER 2000 FIN SHEET 1 OF 2 VERTICAL MULLIO N SECTIONS - SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME WINDOW FRAME. ' L MULLION <, SEE OTHER SIDE CSHEET 2 `OF - 2) :.FORMULLIONDESI'GN PRESSURE 'CAPACITIES8X. 1-1/2 SELF_ _ - , ..:_.. #8 _X 1-1/2 SELF , TAPPING. SMS TAPPING, SMS DRAWN In MSH „ ' APPROVED BY: SECTION A -A (31 SECTION"A—A (4) " DaTs:2/6/02 scatE: NTS DNG:. 2VMF I N 23 S-H. 1 X 2 7/16 X 1/8 2000 S H ONE BY VOOD AI C q3 ( 1 X 2 7/16 X 3/8 + BUCK BY OTHERSiBTYPJTUBEMULLIONJAMB <TYPJ TUBE MULLION CONCRETE OR MASONRY' 1 1/4' MIN.. Q BY OTHERS EMBEDMENT a Q 8 X 1/2 SELF #8 X 1/2 SELF 7= TAPPING SMS TAPPING SMS t 8 X 1/2 SELF _ #8 X 1/2 SELF TAPPING.SMS -. TAPPING SMS 17 SEALANT BETWEEN' SEALANT BETWEEN . WINDOW FLANGES WINDOW FLANGES L MULLION . . ' . L MULLMN 8 SELF 1.... J8X1-1/2 SELF 48 X 1-1/2 SELF SMS (TYPJ MULLION TAPPING. SMS TAPPING SMS DETAIL B SECTION A —A (3) SECTION A -A (4) MEWED ROMOEXTERIOR t:: FLORIDA. 'EXTRUDERS o° FoRmA: b4ANUACTM i S .:.,; SER. 2000 ANGE': SHEE o-1 OF vvl VERTICAL MULLI N SECTIONS MAST '. , F # SEE THER SIDE S;SHEET,:2 F tv27 FOR: 1. 8 3202 DESIGN PRESSURE .CAPACIT;IES,, DRAWN BY: JBW APPROVED.:By, I f