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231 Clydesdale Cir - BR04-000157 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 -.-. CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # V 1 DATE PERMIT DESCRIPTION PERMIT VALUATION_ A)R SQUARE FOOTAGE Ok-\Est) t7 ty t cn cn I ry H CERTIFICATE OFabCCOANCY /?COMPLETION This is to certify that the building located at 231 CLYDESDALE CIR for which permit 04-00000157 has heretofore been issued on 11/06/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electril8al, zolning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: _ FIRE: Finaled. 0' Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In y Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Sage Signs ` Street Lights Storm Sewer Driveway Street Work FEES PAID T)ATF APPPnVAT, DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 12/15/03 20.00 01-APPLCTN FEE -ELECTRIC 12/29/03 20.00 01-APPLCTN FEE -BUILDING 11/07/03 10.00 01-APPLCTN FEE -MECHANIC 12/22/03 10.00 01-APPLCTN FEE -PLUMBING 11/21/03 10.00 02-ENGNG DEVLPMT FEES 11/07/03 10.00 01-FIRE IMPACT - RESIDENT 11/07/03 59.27 01-LIBRARY IMPACT FEE 11/07/03 54.00 PAGE: 6 CERTIFICATE OF'OCCUPANCY /;COMPLETION''. This is to certify that the building located at 231 CLYDESDALE CIR for which permit 04-00000157 has heretofore been issued on 11/06/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the. building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 11/07/03 279.61 11/07/03 91.93 11/07/03 12.27 11/07/03 847.00 11/07/03 12.28 11/07/03 1384.00 11/07/03 650.00 11/07/03 1700.00 D iz., Hoc OWNER BUILDING OFFICIAL / DATE t i CERTIFCATE OF OCCUPANCYPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #:C--,F - 1' ADDRESS: O)a)\ CONTRACTOR: 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. c ngineering C>(< - P. 5wcv-s-C -' Fire 3//,0/0¢ ° Public Works ElZoning Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) zt 100 3-7 85D CERTIFCATE OF OCCUPANCY AWOL'PG c; REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: C' - ADDRESS: CONTRACTOR: PHONE #: n 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. DEngineering Fire. _ ublicWorks iL Zoning Utilities Licensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) o n 0 1 G 1 t t 1 11 1' CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL, INSPEC'® tA SINGLE FAMILY RESIDENCE** I 1 t I p 1 I I I t DATE: e" - ' y /` p PERMIT :y - k S- ADDRESS: a w v+ CONTRACTOR: 8 c ® e 0- PHONE #: y (D `) 8 a - 'A The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire Public Works Zoning ties „ Licensingy , CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 10-03-203 9:52AM FROM Permit #:. 604 . 15 Job Address: iD CITY OF SANFORD PERMIT APPLICATION Date: _ C9 co P. 1 03 t Description of Work: historic District: Zoning: 'Value of Work: 5 _ _ !DO 04 --_ e w V'or-zt qq, Permit Type: Building Electrical A,— McOhtinical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Servioc —# of AMP$ Addition/Altemdon Change of SeMcc Temporary pole __- Mechanical: Residential Non-Residcndal Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lints # of Gas Lines Plumbing/New Residential: # of Water Closets plumbing Repair —Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: _ W Construction Type: # of Stories: # Of Dwelling Units: Flood Zone: (FEMA farm required for otbCr Rhin )) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fwv: Bonding Company: Attach Proof of Ownership & Lecal Dese Phone: 7 J.Z -_10 _ LicenscNum/ber:_ y .oOtt v Phone:9..y Address: Mortgage Lendcr: Address: -- _ Arch;ttCVEngineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, I understand that s separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. WN 'S AFFIDAVIT`; I certify thar all of the foregoing information is accurate and that all work will be done in compliance with all applicahln, laws rcr•uladngconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE Or COMMENCEMENT MAY RESULT IN YC)l)It PAYINC, TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDRR OR ANATTORNEYBEFORF, RECORDING YOUR NOTICE OF COMMENCEMENT. STIE: In addition t0 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 govcmmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, PS 713. Signature ufOwnerlAp,enr _Date Sicn;tturc"of Contractor/A eut Dale Print Owner/Agent's Name Print (: ctodAgent's Name Sitnsfw'C of Nolnry-State of 1,londa Date SigP;llpre Of ary-$tBIC O(floflda Uate Owncr/Agent is--'ersonally Known to Me or Produced ID APPLICATION APPROVED BY: Bids: Initial & Date) Srecinl Conditions: 4o0e Bonny G Logan 0, My Commlaslon DD20`155 Contractor/Agent is _Zlcmonally Known to me or Ex May 17 2Q0 ProducedIDorwpIrea ' y Zoning: Utilities: FD: Initial & Date) (Initial & (>ate) (initial & Date) FEDERAL EMERGENCY MANAGEMENT AGEN O.M.B. No. 3067-0077NATIONALFLOODINSURANCEPROGRAMExpiresDecember31, 200E ELEVNRON CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION For Insuranoe Company Use: I 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 Numberi231CLYDESDALECIRCLEDRIVE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 65, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEJLONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE 68. FLOOD ZONE(S) Zone A0, use depth of flooding) 12029400,45 E 4117f95 4I17h95 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 orOtherwise ProtectedArea (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 - seepages 6 and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) C3, Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, VI430, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, ARIAH, ARIAO Complete Items C3.-a4 below according tothe building diagram specified in Item C2. State the datum used. Ifthe datum is different from the datum used forthe BFE in Section B, convert the datum to thatused for the BFE. Showfield measurements anddatum 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 ofbottom floor (including basement or enclosure) 28. 4 ft.(m) o b) Top of next higher floor N/A. o c) Bottom of lowest horizontal structural member (V zones only) N/A. 8.(m) o d) Attached garage (top'of slab) 27. 9ft.(m) E o e) Lowest elevation of;machinery and/or equipment W W servicing the building (Describe in a Comments area) 27.6 ft.(m) M o 0Lowest adjacent.(finished) grade (LAG) 27.1 ft.(m) z' o g) Highest adjacent (finished) grade,(HAG) 27.6 ft.(m) W 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.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. ro I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. f I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. N CERTIFIER'S NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER:4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. i ADDRESS CITY STATE ZIPCODE 320 E. SOUTIJ ST EA, E.1 ORLANDO FL 32803 SIGNATURE , DATE TELEPHONE 1 2/18/04 (407) 426-7979 VV FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions1 r— IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTEAND BOX NO. PoI4 Number 231 CLYDESDALE CIRCLE CITY STATE" ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here If attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificateis being completed — see pages 6 and7. If no 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 6-8 with openings (see page 7), the next higherflooror elevated floor (elevation b) ofthe building is ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) —in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If noflood depth number is available, is the topof the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE CITY STATE ZIP DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (orE), and G ofthis Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that 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. Acommunity official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. I r G3. The following information (Items G4-G9) is provided for community floodplain management purposes. 6 G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ 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 PLAT ,OF"SURVEY DESCRIPTION: (AS FURNISHED) LOT 65, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1 NOTE: CERTIFIED TO AND FOR THE THE FINISHED FLOOR ELEVATION OF THIS EXCLUSIVE USE OF: STRUCTURE MEETS OR EXCEEDS THE D.R.H. TITLE COMPANY of FLORIDA INC.. THE REQUIREMENTS SET FORTH IN THE FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CH MORTGAGE COMPANY, I , LTD. CLYDESDALE CIRCLE oga, PDB TRACT "A" a40 3QE50' RIGHT—OF—WAY PT N89'36'15°W 196.07 PC C wi 1"=30' CENLINOF e1• n 49.91' S GRAPHIC SCALE. RIGHT- OF-WAY SIR oNS89'36 15 E z; Q_— vaP pFF , 0 15 30 WALK IS '3 1. 4' OFF 1 EASEMENT 10' UTILIT :< J'1 - CJJ- Lo T------- o - M+ 10 A=14'36'54" CONCRETE - J/`" _ p R= / 5.00' 3C/W :.DRIVEWAY r6 L= 19.13' 15. 0• a a 2D O o CB=N83'05 19"E S.D p COVERED O C=19..08, NENTRYN N Cy) N El O O ONE STORY CONCRETE BLOCK n LOTOT G 4 Vz RESIDENCE o FINISH FLOOR o vu LOT 66 o ELEVATION=28:39 9 0 Y. N N 40. 0' 17. 5' - — 17.5' p p 90', LOT 65 N A•___- ________________________ Z6. 26 5g 20' ENVIRONMENTAL CONTROL EASEMENT 6 6 WALL IS 2. 6' OFF N89'35'1 QV"1AI 6' BRICK WALL .75.00' WALL IS 2. 6' OFF TRACT " I" LANDSCAPE BUFFER NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY LEGEND INCONSISTENCIESHAVEBEENNOTEDONTHESET NAIL AND DISC LB a6393 (02/13/04) SURVEY, IF ANY. BUILDING SETBACK LINE CENTERLINE Q FND NAIL AND DISC 2. PROPERTY CORNERS SHOWN HEREON WERE RIGHT OF WAY LINE LB #6393 (02/13/04) SET/ FOUND ON 02-13-04, UNLESS OTHERWISE 131:24 EXISTING ELEVATION FND 1/2- IRON ROD AND CAP O -LB SHOWN. 6393 (02/13/04) CONCRETE CNA CORNER NOT ACCESSIBLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING BUSINESS A DENOTES DELTA ANGLE LAND SHOWN HEREON FOR EASEMENTS; RIGHT OF LS LAND SURVEYOR L DENOTES ARC LENGTH WAY, RESTRICTIONS OF RECORD WHICH MAY PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING AFFECT THE TITLE OR USE OF THE LAND. PCP P) PERMANENT CONTROL POINT PER PLAT PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION ,. M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE 4.. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FND FOUND PT DENOTES POINT OF TANGENCY TYP TYPICAL LOCATEDEXCEPTASSHOWN. C/W S/W CONCRETE WALK SIDEWALKA/C AIR CONDITIONER CP CONCRETE PAD COW CONCRETE BLOCK WALL 5. NOT VALID WITHOUT THE SIGNATURE AND THE CS CONCRETE SLAB CHORD LENGTH RP RADIUS POINT OVERHEAD LINE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PK ID IDENTIFICATION SURVEYOR AND MAPPER' R RADIUS POL POINT ON LINE POC POINY' OF CURVE PCC POINT OF COMPOUND CURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL I HEREBY CERTIFY, THAT THIS BOUNDARY NO 120294 0045 E DATED 4/17/95 AND FOUND SURVEY, SUBJECT TO THE SURVEYOR'S NOTE THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A,° ar ; a CONTAINED HEREON MEETS THE APPLICABLE AREA WITHIN 100 YEAR FLOOD PLAIN:' MINIMUM TECHNICAL STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY E BY THE FLORIDA BOARD OF PROFESSIONAL - VERTICAL CONTROL AS FURNISHED. T, SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE. BEARINGS SHOWN HEREON ARE BASED ON A PURSUANT TO CHAPTER 472.027, FLORIDA THE EASTERLYLINEOFLOT65ASSTATUTES. BEING S00742'26"W PER PLAT. ae k FIELD DATE:) 11-20-03 REVISED: O SCALE: 1„ = 30 FEET APPROVED BY: S3 AMERICAN SURVEYING MAPPING b FOR JOB NO. ASM 42682 FOUNDATION CERTIFICATION OF AUTHORIZATION 320 EAST SOUTH NUMBER LB# 6393 STREET, SUITE 180 THE FIRM FINAL 2- 13-04 CKB ORLANDO. FLORIDA f DRAWN BY: PLOT PLAN 09/25/03 SDO . 1 32801 (407) 426-7979 ALLIAM R. M SCATELLO JR. PSMy4928 DATE COUNTY OF SEM%NOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75674 DATE: BUILDING PERMIT NQMBER)-K` ) (CITY) COUNTY NUMBER: UNIT ~- TRAFFIC ZONE: JURISDICTION: O6 SEC: TWP: RN8: PARCEL SUBDIVISION'! PLAT BOOK: PLAT BOOK PAGE: BLOCK: '--OT; OWNER NAME: — ADDRESS: ' -~~°^°~._^°~~-+'~`-~-~--_=^-+,-- ._-^---_-_--_-_-_--_-- APPLICANT NAME: ADDRESSii I FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE D1ST SCHEDULE DESC. UNIT OF UNITS ROADS -----_-_-____-___---_--__-_--_------_---_--__--_-___-----__---_-_---_--_-- ARTERIALS CO -WIDE O dwl unit 705.00 l $ 705.00 ROADS COLLECTORS NBRTH . O dwl unit 142.00 1 $ 142~00 / | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 Q0-S CO -WIDE O dwl unit $1,384.00 1 $ q384.0O AMOUHT DUE ' $ 2,285.00 STATEMEuT y RECE:VED BY: _ _....... ... _ PLEASE PRINT NAM2) DATE NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ` QSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILIN8 A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR GEVIEW MUST MEET TH[ REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, pROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH pARK AVENi SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MO EY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT (AT THE NUITICE. WTHIG STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SIN8LE FAMILY BUILDING PERMIT******************** crn, OF SANFORD PF RMIT APPLICATION Permit # 0y of r_-) Date: 11I2rofo3 Job Address:C..-_ I C:'`,_tLO uL____. Description of Work: 1 + 9: _r Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing \4- Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Altcration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets _Z_ Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other.than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone. Contractor NamA9VART0kGL PI 1 IiMl r, INC P.O.0027 State License Number: C Phone &Fax: OVI Os LO1 32 Contact Person:r l A A+L gjj O, INC. W---td97r3arr•399•'s Bonding Company: t! O_ ROX 620027 Address: OVIEDO FLORIDA 32762-0027oar. qQQ4 Mortgage Lender: Address: ArchitectlEngineer: Phone: Address: Fax: Application ishereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements o la d, aw, FS 713. C,. Signature of Owner/Agent Date Signature of Contractor/Agent Print Owner/Agent's Name Print Commetor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary•Statc of Florida AFU Y. HALL Notary Public, State of Florida My comm. exp. Feb. 1, 2008 Owner/Agent is v Personally Known to Me or Contractor/Agent ix_ Personally KnowC011MDNO. DID 258139 Produced ID Produced ID APPLICATION APPROVED BY: Bidg: Initial & Date) Special Conditions: Zoning: initial & Date) Utilities: Initial & Date) F D: Initial & Date) Permit # •_a..._ U y lob Address: Description of Work: ,kA 111storic Districts Permit Type: Building Electrical Mechaniesti Plumbing Fire Sprinkler/Aiam IToctR Electricals New Service — ## of 6WS Addition/Alteration Change of Service Tempot"ary Pole Mcchunicag Residential Non -Residential Rat New (Otter Layout t Eaergy C R uired} Plumbing/ New Commercials # of pixtures # of Water & Sewer Lines # ofGras Lines Plumbing/New Residential: # of W Closets Plumbing Repair— Residential or Coe mweia6 e Occupancy Type: Residential Cornmemiai Industrial Total Square Footage: Construction Type. # of Stories: # of Dwelling Units, Flood Zone: (FEMA farm required for wttc.r&Ao %) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address-, Architect/Engineer: Attach Proof of Ownership & Legal Description) Phone: Lrense?vumber Phone: Address: Fax: Application is hereby made to obtain a prrmirWdo the work and installations as indicated. I certify that no work or installation has commem=ed prifir to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, 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 construction and zoning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FI ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional re this county, and there tray be additional permits required from other governmental Acceptance of permit is verification that 1 HiIi notify the owner of the property Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Flonda Owner/Agent is .r Personalh Known to Me or Produced ID APPLICAI ION APPROVED BY: Bldg: 1Initial & Date) ti;rcCwl Conditions; Date Zoning. s applicable such as wat t ce with ail applieab} vrir.µu)atn; Wff MAY RESULT fl '()I JI^t I'm ' T-4G T I•I H YOUR LENDER OR AN that may be and in the public records of Jistricts,Adte agencies; ct rcdera.l agencies. rtreme of t rSnrten La S 713. 63 i ture of Contractor/Agent Date Print C ntractor Agent's Nam — Signature of Ni--a- -State of Flonda Date Contractor/Ace-.::+ t% 1'ersonali Known to Me or Produce:: Initial R Date) initial d Date) I' D: h„ naDaie ar 5-06-203 7 : 09AM r kum W—!Ves..:4 q.r•rw a rwv!Y+'•Ya t ,.nw..y,u, r.,.,.., ,"., ......,. .,y.,..,. Permit a : d "1- / S 7 CrrY OF SANFORD PERMIT APPLICATION Date 12.-Z"4- c-)3, J04Address: --'e- Description of Work:+ 7.nninHistoricDistrict: R: Value of Work: S PermitTypc. Bulldinr, Elovttital'' Mechanical Plumbing •__ Firc Spnnkler/Alarm Pooi —. - Temporiuy Pole IeetrleYl: New Service - # of AMPSI5f! 200 Addition/Alteration Change of Service __ New (Duct Layout &Energy C11C Req'=:red) Mechanical: Residential Non -Residential Replacement Plumbing/ New Commercial: a of Fixtures a of G'as LinesI$ of, WatcT & Sewer Lincs — Plutnbing/New Residential: M of Water Closets- Plumbidg Repair - Residential or Comrncrc!a Occupancy Type: Residential Commercial Industrial Total Square rootage: ---- Construction Type; N of Stories: Flood Zooe: (FES1A form rtquiraofDwtltingUnit': — for other roan •, Parcel a: Owncra Name & Addreta: Contractor Name &, Address rhotie & Fax' Q Bonding (company, ddre.c-. —, Mortgage Lender Address: Attlee Prod( of Owntnhin R LAgal Dizcripttun L Svc' ph C-. f- *-2 LatclicenseNumhv .1 J - C7 -----•- Ph„ncContactPerron: ,1 1c fI- Architu-cUEnginetr'. . AdJrest: _-- ri Phont . Ft s: Application is hereby mode to obtain a permit to do the work and insullationa aS indicated. I certify that no work or intonation has corrvnowed pno, to '•h= tssuancc of a permit and that all work will bo porformod to meet aundvds of e,11 laws regulating conawction in this jurisdiction. 1 undc*Stan that .ups e'- permit must be secured for ELECTRICAL WORK PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, clew OWNER'S AFFTpAV IT: 1 eeYtify that t11 of the foregoing information It, accurau and Out all work will be done in comp4ariet with all applicable Lwus NFvlenngconstructionandzoning. WARNiNO TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RtSUL'f IN YU TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. lF YOU INTEND TO OBTAIN FfNANCINC, CONSULT WITH YOUR LENDEK OnATTORNEYBEFOREKkiCORf)rN0 YOUR NOTICE OF COMMENCEMENT, N0710E: In addition to she requirements this permit. there may he additional resrriaions applicable to this )noper7 that nuy be founo ;n lnc per,' : rt:c vs of this county, and there may be additional permits rcquirod imm other governmcnul cnnncs such as water rrunogement dismttc, fleet agencies, or tcoc ': iirnuti Acccpttncc of permit Is vcritleution th4I I will notify the owner of the property of the requiiemcna of Hori(ILLien Agent Date signature of Coniractnu.4 Vane Date Signawro ufOwner/ V_k _.....h, Print Owner/AKcnt's Nnnic Print CvntraeroriAsunt'w me Signature of Nulnry•Sioi+ of Flnnda f)atn Al, gnatute of Nun -Stile n! F!o!; Liwocr/Aront in ..— Pa;iunnny Known w'Ir of t,'umrsctnr/A cni u _ r r,,:),3y !to n :v ,.c i f oaut.n n1rruduCc(llf) Y 10N AW'KOVC`.l) By Illdg •- i6..o;,l 4L Daw) tinn;al & (7)Jtc) CoariernmisAsio frD1D22 80 9 o ' Expires: Bonded 155, 2007 or . Atlantic Bonding Co., Inc. THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: Vl D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05091 PG 0378 CLERK'S # :n'003200218 RECORDED 11/06/2003 0207ll13 PM RECORDING FEES 6.00 RMRDFD BY L kKin1ey NOTICE OF COMMENCEMENT Prepare in duplicate) 9 31 GLYM'P7 Cam. The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice ofCommencement. Description of property: Lot(s) 61, 62, 63, 64 and 65 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Fax #: CERTIFiED COPY MAIRYANNE MORO 43LERK OF CIRCUIT COU" 6EM LE COUNTY, FLORIQ 6EPUW C&RII Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date ofrecording unless adifferentdateisspecified): D.R. Horton, nc 0 by:'` o ertLawson, Van ecretary Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 5 day of QVP- ,2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., aISeTware Corporation, on behalf of the corporation. He/She is personally Gown to me. Notary Public, State and County Aforesaid OFFI'1rAit pATRICiA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION FXP. LY 26,2006 tgnature Notary Seal CITY OF SANFORD PERMIT APPLICATION ` Permit # : Date; 1 Job Address: i ( E'$e Description of Work: Historic District: QZoning: Value of Work: _JON Permit Type; Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # ofAMPS Addition/Alteration Change of Service Tempot "r Pole N Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy CWe., Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial_ Occupancy Type: Residential _ Commercial Industrial Total Square Footage:. 5 Construction Type: # of Stories: # of Dwelling Units: ` Flood Zone: $_ (FEMA form required for other than X) Parcel il: Owners l Address; Contractor Name & Address; Attach Proofof Ownership & Legal Description) Phone: State License ``Number:S. 1Lli l.l.id Phone &Fax: onWct Person; JI.A.Y —Phone! Bonding Company: t1vet Address: _ r----- Mortgage Lender: h5/(11 Address; Applicatiop is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OMMER' a AFFIDAVIT: I certify that all of theforegoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPBRTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ' ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT, NOTICE: In addition to the requirements of thispermit, there may be additional restrictions applicable to this property that may be found in the public records of thiscounty, and there rapy be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe t is v tion th I will notify the owner of the property of the require a is f Florida Lien , FS 713. Sigma re of 0er/ Date Sig-R-1054of Contracto#Afent Date Print O /A enI"s Na lCont NNOTARY tr ctor/Ag*n" Na e of Notary- cafe orida Date Date OFFiCIA( A SAL PATRICiA COULTON ATRICIA COULTON PUBLIC STATE -- FLORIDA Owner/ Ag WIQI Fa d 1 DA r/AhAl 034330 i E;CP to Me or ProdudIDONNO. DD134330 rio21+J'., MY COMMISSION EXP. —' APPLICATION APPROVED BY: Bldg© 1!0 ` o -3 Zoning: Iuldities: FD: _T initial & Date) (initial & Date) (initial & Date) (Initial & Date) Special Conditions: ssbt.? 3(_0 C- D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # (o'j SUBDIVISION: BAKERS CROSSING ADDRESS J C'f ECk. /ST BUILDING APPLICATION POWER OF ATTORNEY V,-'2 SETS OF SEALED PLANS V 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS L ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPE?C CONTRACT Ron,:f. I hearby name and Limited Power Of Attorney nt: Crala Coulton and RaC r'k CL. 1+c each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply t I The Building Dept. of: (Sanw For a residential permit for work to be performed at: Lot # : ( 5 Subdivision: alcpusCrossl oci Address:] 1 1c_l e. C rarYi=;>' i .:- j '3 I "% And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number M Signature of Contractor This foregoing instrument was acknowledged before me this: Date: ),Z) By: Richard B. Ladd ( Contractor ) Who is personally k o n to me. State of F County o Orange Notary Public Signatu pATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26 2006 Notary Seal CITY OF SANFORD SANFOAD P.O. 'Box 2847FL 32772 PHONE 9 (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACCOUNT (1=ULLL NAME) FAX 11 (407) 328-7367 SERVICI: ADDRESS L'U( C '+' )!c 77 M.AI1-1N(:; ADDRESS(o }[ r-i=y A1n'1 oZ TURN ON DATE AIM ZIP SrNGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCEWr,rf Aer COMMERCIAL SOCIAL SECURITY## HOME## N-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. SIGNED; DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL TO ANOTHER SERVICE A DATE CUSTOMER# LOCATION# LAST BILE READ THIS READ CSR DA'rI-- PM T C G N, 71R'l" L. Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install Contract Number Name_ _D,?. i Address = City/State/Ztp__tA1.CD,1 3 Phone & Email INSTALLATION ADDRESS% SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: tt i'r" 'S'= Quarterly Payment Amount First payment due on the Instal Ann versary Date) Any payment deemed.30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. Name Address City/State/Zip Phone & Email 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 n'oadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMEAND FURTHER SHALL GOVE1ERELATIONSHIPOFTHEPARTIES, Apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and ' all applicablerecommendationscontainedInliteratureprovidedbyDowElancot1. installSentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitorthoseStationsfortwelvemonthsfromthedatehereof; 3. duringthoseyears, add Recrult* termite bait and remove It from the Stations as appropriate; and 4, duringthoseyears, Inform the Customer oft a, anyneworIncreasedtermiteactivitynotedat the Stations b• anyadditionor. removal of Recruit* of Recruit* termite bait; and C. anyobserved ' effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The CompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthobligation. The Sentricon Pretreatment PlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisgagreementfor MIFAIMMor quarter (3mo period the fifthyear, and each year thereafter, Apex reserves the he rightto reviseable on orrtheqdthepreviousmonitoringperiod. After. per year, quarterly payment amount, not to exceed IO% The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to main baited freefromanyfactorscontributingtoinfestationsuchaswood, trash, lumber, direct wood -soil contact, standingwater under piertypestructure, or as noted In "Special or Additional Comments". The Customer also agrees to lain the areas) eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, o u and the area(s) baited. At no time will damage caused to an y portlon(s) of the Insect infestation, be the responsibility of Apex in areas where any of the conditions described in this Paraan graph ed destroying. of Apex toalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersrgpexist. Faqure DISCLAIMER% COMPANY DISCLAIMS ALL OAR ,, esponstbility under this paragraph.' INCLUDING STATUTORY WARRANTIES, WARRANTIES, WHETHER EXPRESS OR IMPLIED; MERCHANTABILITY, FITNESS FORARTIpRPOSEJDISORSANY .Z VLMD W FURTHER, COMPANY HAS MADENOWARRANTYOFWOARRAINTES. OF SERVICE PROVIDED HERE AFFIRMATION OF FACT OR PRO1VaSE RELATING T LII{E DUCT OR . Customer expressly waives andreleasesUalaiHASnnyRElawsuit, arbitration AM NE TO negligence, torts, personal Injury, death, violation m any statute, rule, or regulation, loss o EXPRESS WARRANTY., compensatory, incidental, consequential, exemplary, or other legal proceeding against Apex for event shall Apex Incidentals liable for any amount greater that amount paid id the Customer to fuse, diminution of value, economic, P ry, punitive, liquidated, treble, orspecialdamagesifanykind, and In no, Apex for the service to beperformed. r 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 treatment may have and (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 CONDITIONS By specific reference hereto, the Customer understands that the,general terms and conditions are hereby made part of this contract and apply without exception. 1, DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS% The Customer understands thatt 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 its 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 willt (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relatlonship(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received (4)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, andt(S)retrleve, or advise DowEIRnco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will, (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components-, and, (2)elther agree with Apex on the use of it different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial installation, Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of Any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tRmpering-of baiting equipment or supplies occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement, Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care whlle performing any work hereunder In avoidance of damaging 4ny partoftheCustomer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENTMEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex maywithoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall Accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer Agrees to pay all costs and attorneys fees Incurred byApex, whether or not suit Is brought. VENUE/SEVERABILITY, Venue for any and all legal proceedings shall be In Bravard County, Florida. If any part of this Agreement IsheldtobeInvalidorunenforceableforanyreason, the remaining terms And conditions of this Agreement shall remain In full force Andeffect. CHANGE IN LAW. In the event of a change In applicable law As it pertains to the services promised herein, Apex reserved the right torevisetheannualextensionchargeorterminatethisAgreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fueUor materials, sttlkes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other Act of God or circumstances beyond the control of Apex, Apex disclaims any liability for special, IncidentRI, or consequential damages. This Agreement does not cover And Apex will not beresponsiblefor; (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 soil contact; (4)furniture and contents; (S)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 Ilereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures fotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to all tht' provisions of the Uniform Arbitration Act as In force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, f...Thiproceedingshallbegovernedbyonearbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or It; designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the Arbitrators wllbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an lndividual'bnsisandnotAclasswidebails. Apex shall recover all fees, costs, and attorneys fees Associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties Ancnootherrepresentationsofstatementswillbebindingontheparties. 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 lmmedlately In writing tTheApexCorporateOffice, Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the Ident111ePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re -inspection, whether the Inspection was raquestcbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a 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 DowElanco Brevard Area Orlando Area508SPlumosaSt. 7006 Stapolnt Ct. #G Tampa/Sarasota Area Merritt Island, FL 32952 006 St poinpark, FL # G $314 Faulkenburg Rd N407.459.2847 Winte407.858.0FL Tampa, FL 33510 00-929.2847 888.764.2847 813.221.2847 877.469.2847 CITX OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 0 I, Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 0 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: 0 a. Foundation plan Indicating footer sizes for all bearing walls. Provide side view details ofthose footers with reinforcement bar replacement. 0 b. Floor plan Indicating Interior wall partitions and room Identification, room dimensions, door, window, andlor opening sizes, amoke detector, location($), landings, docks and stairs. Bathroom fixtures and distance$ from walla are to be shown. Note the State of Florida requiromonts for bath door for compliance of Handicapped Coda (F.S. 553, Part S) 0 C. Elevations of all exterior wall$, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. 0 d. Cross sections of all wall sections to be used In the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. 0 0. Framing plan for floor Joists whero conventionally framed. Plan to Indicate span, size and species of materials to be used. 0 f. Engineered truss plan with details of bracing. Engineered beams for apucing openings to carry and support trusses. 0 g. Stair details with troad and risor dimensions, stringor size, methods of attachment, placement of hapdralb and guardrails. 0 h. Square footage table showing footage$: ' r Garages/Carports _1 S.F. Porch(s)/Entry(s) WW Patios) 50 Conditioned structure i S.F. Total (Gross Area) S.F. 0 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, it report may be requested by the Building Official or his representative. 0 S. Other submittal Documents: 0 a. Utility letter or approval when public water supply and/or sewer system connection to be made. 0 b. Septic tank permit to be obtained from Seminole County Health Department att 400 W. Airport Blvd,Sanford, F1(407) 665-3600. e. Arbor perniit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 0 6, Application to be completed thoroughly and signatures provided by it 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- tie beaths - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Sot 10, Framing JN 11. Tenant Separation / flrewall 12. Insulation, walls and/or callings 13. Electrical final, mechanical final and plumbing final 14. Building final 15, Other DATE- ' SIGNATURE , By Own or Authodz Sent) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important Read the instrucdons on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Uaurarroe Company Use: BUILDING OWNER'S NAME D.R. HORTON BUILDING STREET ADDRESS (Including ApL, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. XXxx CLYDESDALE CIRCLE NAIC Number CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 65, 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): li' or ##.####l) NAD 1927 NAD 19M USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SEMINOLE COUNTY 120289 SENANOLE I FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone A0, use depth of flooding) 1202890135 E 4117195 4/17195 A 24.6 1310. Indicate the source of the Base Flood Elevation (BFE) data or Lase flood depth entered in 89. FIS Profile FIRM Community Determined 0 Other (Describe): NEALHILER ENGINEERING, INC. 811. Indicate the elevation datum used for the BFE in 139: 0 NGVD 1929 NAVD 1988 Other (Describe):_•_-__ B12. Is the building located Ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? _ I,] Yes O No designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based. on: Z Construction Drawings" Building Under Construction* Finished A new Elevation Certiticdie will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diiagrarn accurately represents the building, pivAde a sketch or photograph.) C3. Elevations — Zones AlAW, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, AR/AH, ARIAO Complete Items C3.-a-i below according to the building diagram speafied in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field mcesurenherhts and datum conversion calculation. Use the space provided or the Comments arm of Section D orSection G, as appropriate, to document thedatum conversion. Datum ConversionlCom meets S Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (tricluding basement or enclosure) 28. 1 fL(m) o b) Top of next higher floor NIA. _it.(m) U3 o c) Bottom of lowest horizontal structural member (V zones only) NIA. 11.(m) a o o d) Attached garage (top of slab) WA.:%(m) o e) Lowest elevation ofmachinery a xVor equipment servicing the building (Describe in a Comments area) N/A. ft (m) E o t) Lamest adjacent (finished) grade (LAG) WA. L(m) ®w O u g) Highest adjacent (finished) grade (HAG) WA. o h) No. of penmanernt openings (flood vents) within 1 fL above adjacent grade 4 u i) Total area of allpermanent openings (flood vents) inC3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, 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 STRE T,Sk 180 n n n ORLANDO FL 32803 51GNATURE ' TELEPHONEIA ) I j ) K. IAI I I / ) A) I r. lA (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions suolilpe snolnaad Ile seoaldad £ooz Aenuer l£-Le waod VW3d slUewMBP 8JG4 PO4J S N3WW00 31VO 321n1VNJIS 3NOHd3131 311VN ALINrMlMJ 31111 3WVN S,lM0iddO IVO01 wn)eo (w)•g —':sI ells buppnq ayl le 6ueooll p yj* (OV awZ u!) J0 338 '60 wn)ed (w).4— .— :sI 6up lnq a p p (wamoseq 6upnpu!) xq pNq )I!nq-m p UOpeAa13 '00 lua WAOidwl epue)sgnS uopongsuoO NON :gal pans! uaaq seq WiW slyl -LE) sesodJnd luauJa6Buew ueldpool) Jtllununuoox4 PeP!nad s! 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(Z)'eW AWnwwoo ()) joj eleog 00UMA813 s!L4 10sepls 4M Adoo A3nNI11403) N011b'Oldla33 13311H3HV b0 `H33NIONWHOAMNnS - 0 N01133S aaozim N IVN (Ueclur J, 300 dfZ 31V1S kuo 310LIIO 31VOS3MIO XXXX AunN bJOd 'ON XOS OW RUM *O'd MO ('Wd'U JOfim'e1 swn' ldV 6u UI) SS380W IM&S ownine asnAmdwoaouaJnulJo3 V uopM woy uopeuuolul 6ulpuodmoo etp Ado* 'same s asatp ul ;iW.W0dWl PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 65, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 65 CONTAINS 8417 SQUARE FEET 3 T141S STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 522 50. FT. t TOTAL SOD 5516 S0. FT. t CLYDESDALE CIRCLE A6'2Q03 /POB Tr TRACT "A" Vt. 50' RIGHT-OF-WAY S / cN89'36'15"W 196.07 PC i -cPT 1"=30' GRAPHi SCALE T • CENTERLINE OF RIGHT-OF-WAY nagirk 0 15 30 49.91' S89'36'15"E 10' UTILITY EASEMENT:: N w LO o 1 A=14 '36'54" R=75.00' L =19.13' 14.8' 20.0'. I r n CB=N83'0519 E5.2 EV I COVERED ENTRANCE I V 0 C 1 9' O8, t\ N N O CV d I 4 CV I A/C I o C1) 0 LOT 64 1 j6 PROPOSED o °'o65 I j n g. FINISHED FLOOR LOT 66 I ELEVATION-28.1 j i i40.0' 40.0' u bPAll LOTI 65, 1 f1---- DRAINAGETYPEB - N PREPARED FOR: DR HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. 20' ENVIRONMENTAL CONTROL EASEMENT N 89'35' 18"W 75. 00' TRACT " I" LANDSCAPE BUFFER THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION, ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0135 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON I THEEASTERLYLINEOFLOT65ASBEING SOO'42'26"W PER PLAT. FIELD DATE:) REVISED: SCALE: I" = 30 FEET APPROVED BY: SJ PLANS REVIEWED A,"' __ CITY_ OF SANFORD LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB RIGHT OF WAY LINE POL PROPOSED ELEVATION pp PROPOSED DRAINAGE FLOW oR POO CONCRETE 6 L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PC PRMPERMANENTREFERENCEMONUMENTp1PCPPERMANENTCONTROLPOINTPRCP) PER PLAT PT M) MEASURED TYP CALC) CALCULATED A/C FND FOUND CBW C/ W CONCRETE WALK RP S/ W SIDEWALK - R CP CONCRETE PAD CS PB PLAT BOOK C PCs PAGES R/W S0. FT. SQUARE FEET MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORD LENGTH RIGHT- OF-WAY 1, THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID "THOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM42682 DRAWN BY: ORLANDO. FLORIDA 32801 ( 407) 426-7979 FOR THE FIRM LLIAM R. M Sc JR. PSMa49 DATE FqRM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: .1905 Builder: DR HORTON Address: C1 ded .e Cfef Permitting Office: City, State:)Ae(-) r t- 71-7,3Permit Number: Owner. D.-R. oci Jurisdiction Number: Climate Zone: Central I . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family 1 - SEER: 12.00 _ 4. Number of Bedrooms 4 e b. N/A 5. Is this a worst case? Yes _ v 6. Conditioned floor area (ft2) 1967 ft' 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 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 v c. N/A b. N/A J c. N/A 14. Hot water systems 9. Wall types W a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, lnt Insul, Exterior R=3.0, 1026.0 ft2 - EF: 0.86 _ b. Frame, Wood, Exterior R=I I.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 PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft , MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/ Floor Area: 0.11 Total as -built points: 27923 PASS Totalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. ( PREPARED BY: A DATE: -------- C6 --------- I hereby certify that this building, as designed, is in compliance with the Florila Energy Code. DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed CP( thisbuildingwillbeinspectedforcompliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: CITY DATE: EnergyGaugeO ( Version: FLRCSB v3.2) a G FORM 60OA-2001 ti SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:... PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF Points 18 1967.0 25.78 9127.7 Single, Clear MN 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear ICE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear PE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 30.0 2005.0 2.13 X 1.00 4270.7 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 4270.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge@ DCA Form 60OA-2001 EnergyGaugeOlFlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 i F SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 38631.1 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 3".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 EnergyGaugeWlaRES'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 NWI 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: 202.0 605.0 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 EnergyGaugeg/FlaRES'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 Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 8232.8 1.000 1.078 x 1.160 x 1.00) 0.449 0.950 4392.1 5224.7 0.6274 3278.0 8232.8 1.00 1.250 0.449 0.950 4392.1 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWFIeRES'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 1 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 = Total Points Points Cooling Points Heating + Hot Water = Total Points Points Points 15946 3278 10256 29480 13037 4392 10495 27923 PASS EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeOYFIaRE52001 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/sq.ft. window area• .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding we 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 banter 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, char 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 imeter, 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 chn from conditioned space, tested, Multi-storyHouses 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. RA-99 ATMFR P12FCf'P1DTIVG U9AQ11D1=C /muc4 ke mn4 — sv--ftA— l k.. -11 ....1.1.......... COMPONENTS SECTION REQ1.11REMENTS 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 Pods & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pods must have a pump timer. Gas spa & pod heaters must have a minimum thermal eff'icienc 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. Duds in unconditioned attics: R-6 min. insulation. HVAC Controls 1607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugegiFlaRES'2001 FLRCSB v32 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family 1 , SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 1967 ft' c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.60 _ d Tint/other SHGC - double pane 0.0 W b. N/A 8. Floortypes a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 ft' d NIA 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 ft' _ 15. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. 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) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed C de compliant features. Builder Signature: ', Date: C_ Address of New Home:Q 31 Q 1( dkKCkQ ' C K • City/FL Zip l ( t 7"7 J NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is,zwj a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar 'designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 850I487-1824. EnergyGauge® (Version: FLRCSB v3.2) 46 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 s 109COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 Project Information For: D.R.HORTON Notes: Design Information Weather: Orlando -AP, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Summer Design Conditions 38 OF Outside db 70 OF Inside db 32 OF Design TD Daily range Relative humidity Moisture difference Building heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (fP) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 He ingCo19671967 15736 15736 01052110 Heating Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating input Heating output 0 Btuh @ 47°F Heating temp rise 0 OF Actual i eating fan 1383 cfm Heating air flow factor 0.041 cfm/Btuh Space thermostat 93 OF 75 OF 1N8t OF 50 % 43 gr/lb 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 % Bold/ltalle values have been manually over ridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. VVr1140ht50f'C Right -State Residentlal- 5.0.64 RSR26015 2002-Mar-0612:12:28 EAF11es\drhortonY196511965.rsr Pap 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R .Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, Fl. 32746.6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x 210 cfm x 32 *F Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/112 and door area Procedure B Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 fP x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 *F Summer TD = 2081 Btuh 3. Summer infiltration HTM 2081 Btuh / 260 ftZ Total window = 8.0 Btuh/ft' and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 105 cfm = 3100 Btuh rroceaure u - equipment sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x Equipment sizing load - 0.98 sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlh'alic values have been manually ovenWden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. At.. wnghtsc:)ft RI9htSulte Residential- 5.0,64 RSR96015 2002.Mar-06 12:12:28 E:1Files\d`horton1196S1965.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH wnghtsc:)ft RightSuite Residential^" 5.0.64 RSR26015 2002-Mar 0612:12:28 ACCK E:1Files\drhodon\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11116l96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: /th ha. 1 Name of room Entire House LIVING LAUNDRY WBTH14MANUAL. 2 Length of exposed wag 202.0 ft 54.0 ft 10.0 ft 6.0 ft 3 Room dimensions 31.0 x 13.0 ft 10.0 x &0 ft 9.0 x 18.0 ftCeiingsCondit. Option 8.0 ftl heatfcool d 8.0 ftl heat/cool 8.0 ft heaUcool 8.0 ftl heaUcool TYPE OF CS HTNI Area Load (Btuh) Area Load (Stuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Cig 012) Htg Clg ft) Htg Cig ft2) Htg Clg ft?) Htg Cig 5 Gross a 14B 4.6 21 1248 320 0 0Exposedb12C2.9 1.9 48 48 0 p wars and c 13C 3.2 1.2 320 64 80 48 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0 glass doors b 8C 37.0 54 19% 0 0 0 0 0 0Heatingc9A29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0•"' 0 0 0 0 a 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 0 glass doors NE/NW 39.4 80 3152 32 1261 0 0 0 0 Cooling EM 0.0 0""' 0 0 0 0 0 0 0 SE/SW 47A 126 5975 20 953 0 0 0 0South0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.01 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0exposedb12C2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0wallsandc13C3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 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 2005 3400 4463 403 683 897 60 102 134 162 275 361b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 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 26-01 7400 2081 75 2135 600 18 512 144 0 0 0 13 Subtotal loss=6+8. +11+12 30561 80" 1334 581 Less external heating 0 0 0 0 Less transfer 0 0 014Ductloss10305610 °/ 6805 10 133 10°/ 58 15 Total loss = 13+14 33617 8853 1467 640 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 017SubtotRSHgain=7+8. +12+16 22195 4644 1129 417Lessexternalcooling0000Lesstransfer000018Ductgain1022191046410113104219TotalRSHgain=(17+18)'PLF 1.00 24414 1.00 5108 1.00 1242 1.00 45820Airrequired (cfm) 1383 1383 364 289 60 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wraghtsoft RightSuRa Residential^' 5.0.64 RSR26015 2002-Mar-06 12: 12:28E:\Flles\drhorton\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R .lob: 1966 11/1W98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUALJ: tin ha. 1 Name of room M/BR BR 2 BR 3 BR 4 2 Length of exposed wall 33.0 ft 11.0 ft 26.0 ft 11.0 ft 3 Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 it41CeiingsConditOption8.0 ftl heat/coal 8.0 ftl heat/cool 8.0 ftl heaticool 8.0 ft 1heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Hig Clg ft Htg Clg ft Htg Clg ft Htg Clg ft Htg Cig 5 Gross a 14B 4.6 2.1 136 88 208 88 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 128 0 0 0 partitions d 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591 glass doors b 8C 37.0 0 0'»• 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 e 0.0 0 0""' 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0'»' 7 Windows and North 20.4 0 0 0 0 2 41 2 41 glass doors NE/NW 39.4 32 1261 16 630 0 0 0 0 Coding E/W 0.0 0 0 0 0 0 0 0"»' 0 SE/SW 47.4 0 0 0 0 14 663 14 663 South 0.0 0 0 0'"" 0 0 0 0•"' 0 Harz 0.0 0 0 0 0 0""` 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 128 403 150 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 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 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 1 8.0 32 911 256 16 455 128 16 455 128 16 4,% 128 13 Subtotal loss=6+8..+11+12 4235 1925 2890 1869 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 423 10QA 192 109' 289 10OA 187 15 Total loss = 13+14 4658 2117 3179 2056 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0 Appl. a 1200 0 0 0 0 0 0 0- 0 17 Subtot RSH gain=7+8. +12+16 2711 1250 1601 1250 Less external coding 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10 OA 271 10°/ 125 10 160 1OOA 125 19 Total RSH gain=(17+18)'PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375 20 Air required (cfm) 192 169 87 78 131 100 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. I,& wY7(F7t50i C RightSuite Residenual- 5.0.64 RSR26015 2002-Mar-06 12:12:28 E:\F0es\drhorton\1965\1965.rsr Page 2 RIGHT•J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 111111W98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: tin hcL 1 Name of room FAMILY KITCH/NOOK BTH14MANUAL2Lengthofexposedwall33.0 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 Ceilings Condit. Option 8.0 It heat/cool 8.0 ft heallcool 8.0 ItI heatf ool TYPE OF 12081 HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) AreaEXPOSUREHtgClgW) Htg Cig ft2) Hig Clg ft') Htg Clg Htg Clg 5 Grass a 14B 4.6 2.1 264 144 0 Exposed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 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. 54 1996 0 0 0 00 Heating c 9A 29.9 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 20.4 5 99 4 85 0 0 glass doors NE/NW 39A 0 0 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 SE/SW 47.4 49 2329 29 1367 0 0 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0'"" 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0exposedb12C2.9 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 161 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 0Note: 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 1. 28.5 8.0 54 1537 432 33 9391 264 0 0 0 13 Subtotal loss=6+8..+11+12 5839 3656 183 Less external heating 0 0 0 Less transfer 0 0 014Ductloss1058410536610 °/ 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 017SubtatRSHgain=7+8_+12+16 5127 3826 240Lessextemaicooling000 Less transfer 0 0 018Ductgain10QA51310OA38310 °/ 24 OA"'• 19 Total RSH gain=(17+18)'PLF 1.00 5640 1.00 4208 1.00 264 20 Air required (cfm) 2641 320 1 1651 238 81 15 all reouirements of wr sghltsoft RlghtSuite ResidenU- 5.0.64 RSR26015 ET11es%drhortW196511965.rsr2002-Mar-0612:12: 28 Page 3 tOz6 l.cd 00 IOz6 Kd 12.12 iKd 325 6' law lax10 rn 10x10 .rae IV 6• 3' bath duct to roof cap a. fnn 14z1 rap 8, lOxfO rpp r aK 6• 14' IKI tlr I0x6 a 7.8• a• • 4• yy ex4 I.0 x4.1 ohu 10 1 1040 3.cd I I 240 ® 4 bdci170 Bx4 1I 4' Ntoa lexle rap NX41ItWyyN3AD ly A/C Zr 7 S' M. 7A0 4• bath duct 10x6 Q Dtoroofcap f—Upht 12.6 I.cd fR,[NyY1 145 7• 4' dryer due*r to roof cap 12.6 l.cd lexl3 plm14524X14 RAD platformM' bldr3. 370M V/10KII e2401 IPM scale 1/8"=1'0" Must have a P'AMhUnClaaraner of 4 Inches arouna the air handler per the State Energy code. All duct hog an rc6 tnglriatbn value. UO 0 LL- A U Rating 5 w fjy m 9 p W 3 J a i MiTek® MiTek Industries Inc. 14515 North Omer Forty Drive, Sub 300 CheeterBeld, MO 63017 USA July 11, 2003 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4857658 thru I4857688. Total: 31 drawings. Job :DR1732E Builder :D.R. HORTON Location :STANDARD MODEL 1732, ELEVATION E County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 31 Truss drawing. 2) Truss Index. July 11, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. y TRUSS INDEX OF JOB DR1732E Trussesinduded=31 0,"\DR1732E\a.tre" 1,-1DR1732E\a11.tre" 2,"\DR 1732 E\a13. tre" 3,"\DR 1732E\a15. tre" 4,"0R1732E\a17,tre" 5,-\DR1732E\al9.tre" 6,- %DR1732E\a7.tra" 7;1DR1732E4a7aAre" 8,"\DR1732E\a9.tre" 9,"\DR1732E\ra9g.tre" 10,"\DR1732E\b.tre" 11,"\DR1732E\bgtre" 12,"\DR1732E\ctre" 13,'1DR1732E\c5.tre" 14,-1DR1732E\d3.tre" 15,-1DR1732E\j.tre" 16,"\DR1732Ey5.tre" 17,"\DR1732gg.tre" 18 "1DR1732gg4.tre" 19,"\DR1732E\k.tre" 20,"\DR1732E\I.tre" 21,"\DR1732E\11.tre" 22,"\DR173202-1,tre" 23,"\DR1732EV2-6.tre" 24,"\DR1732E\m.tre" 25,-\DR1732E\ml .tre" 26,"\DR1732E\sAre" 27," \DR1732E\sl.tre" 28,"0R1732E\s2.tre" 29,"\DR1732E\s3.tre" 30,"\DR1732E\s4,tre" 1 4857658 14857659 14857660 14857661 1 4857662 14857663 14857664 14857665 14857666 14857667 14857668 1 4857669 14857670 1 4857671 14857672 14857673 14857674 1 4857675 1 4857676 14857677 14857678 14857679 14857680 14857681 14857682 1 4857683 1 48576M 1 4857685 1 4857686 1 4857687 14857688 4 4 No. 45161 MATE OF O Ft t Ws' e tag. May 8,,2003 AWAM WNG - verW 4**#Vs parer mt*m and PJ1AD NOrSS ONTIM AND 9R6tI MU JAWS BRYO C EM •• ® Design vaNd to us* only with MNek connectors. this desgn is based only upon parameters shown, and is for on Individual building component to. be Instased and boded verticaNy. Applicability of design parameters and proper Incorporation of component is responslbNNy of building designer - not truss designer. Bracing shown it lot lateral support of Indivival web members only. AddRbnal temporary bracing to Insure stability during construction is the iespon*Ahy of the etectoi.. Additional pufmonent bracing of the overall structure is the tesponslbNNy of the building designer. For general guidance regarding fabrication, quality contiot storage, delivery, erection and bracing, consull OST-88 Quality Standard, DSO.89 tracing Specification, and HIS-91 M i"TekQDNlnfllHandlingIrataandBracingRecommendationovalablefromTrussPlateInstitute, 593 D'Onoltb Drlve. Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 plates IA" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nall Joint/Plate Placemerrt Chart. PLATE Sig The first dimension is the width 4 X 4 perpendiculor 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 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 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206,86217,9190 870040-N,930013-N,910080-N 19! 0 MTeke r roaoarrR General Safety dotes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CUP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less,rf 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. C I M Mitek Holdings, Inc. y -;i - of russ runs ype ty y RTON 14857658 DR17 12E A ROOF TRUSS 8 1 Job Reference to thonal) s e e n ustnes, nc. a ay ager 11.21 7-1-3 i 13-6-10 20-0-0 26.6.8 32-10-13 40.0-01 1.0.0 7-1-3 6S6 6.58 6-" e-5-a 7-11-3 Scale = 1:68.6 5x6 = 5.00 12 5 3x4 3x4 4 6 5x8 i 5x8 3 7 2 8 9 I 3x8 12 11 10 US = Us = Us = 5x6 = 103.14 204-0 29-8-2 40-0-0 103-14 9.8.2 941-2 10.3-14 Plate Offsets - -. - - - - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (hoc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LU -0.28 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TU -0.63 10-11 >753 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TU 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 2-8-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-9-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-11, 6-11 REACTIONS (lb/size) 2 =1951 /0.8-0, 8 =1951 /0-8-0 Max Horz 2=-1900oad case 5) Max Uplift 2=-8090oad case 4, 8--8090oad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3710, 3-4--3346, 4-5=-2354, 5-6=-2354, 6-7--3346, 7-8=-3710, 8-9-14 BOT CHORD 2-12 = 3393, 11-12 = 2820, 10-11 - 2820, 8-10 = 3393 WEBS 3-12=-410, 4-12=543, 4-11 =-862, 5-11 =1333, 6.11 --862, 6-10=543, 7-10--410 NOTES 11 Unbalanced roof live bads 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 809 lb uplift at joint 2 and 809 lb uplift at joint 8.' LOAD CASE(S) Standard Junsidie Budiman, FL Lie #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert,#6634 WAwim - Ver{ jjf deai#n parameters and mm NOTES oN THJB AND RI vwm BIDE' Bzpom U86. rat r rIB Design vaNd for use only with MITek connectors. This design k based only upon parameters shown, and is rot an Individual building component to be Installed and loaded vertloolly. AppkabWy of design parameters and proper Incorporation of component Is tespohsNsNlty of building designer - not truss deslgner. S=N shown Is for lateral support of individual web members only. Additional temporary biocIn* to Insure slablkly during construction It the responsibility of the ereotor. AddttbnW permanent bi2scIn* of the overall structure Is the responsibility of the building designer. For general guidance regoidN tabiloatlon. quoPy cohhoL stoic**, d.Nvery, efeetion and bracing, consu6 QST-88 Quality Standard, DSI-80 (racing SpecMcatlon, and 1,1II.91 Handling InstalllMs and Smakq Recommendgtlon available from Truss Plate Institute, 683 D'Onohio Drive, Madkon, WI 63719, M iTek Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. a"'*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 refef to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE 0 cc U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE 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 001, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTeke PANEL TM CLIP FORM018,019 ® IffDRL A/R(9) General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Comber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 0 1 M Wok Holdings, Inc. k A ruse Truss Type ty y 14857659 DR1742E A11 ROOF TRUSS y 1 Job Reference (optional) s eb 19 2003 Milekn ustr es, nc, a ay age 1:4 5-9-14 It-" 17-" 23.0-0 I 29-" 34-2-2 I 40-" 41-0-0 1-0.0 5.9-14 6-2-2 6-" 6-0-0 6-0-0 5-2.2 6-9-14 1-0-0 Scale = 1:69.8 5x6 = 6x65x8 = 3x4 = 5.00 52 4 5 8 7 2x4 20 :- 3 8 a 2 1 10I$ Us 13 12 11 3x8 Us = 5xe = Us = 71 0-0 20.0.0 29-0-0 40-0-0Ii - 11-0-0 9-0-0 9.0-0 11-0-0 Plate Offsets • - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LU -0.36 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.67 12-13 >706 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl - 360 Weight: 192 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. SOT CHORD 2 X 4 SYP No.2D SOT CHORD Rigid ceiling directly applied or 4-7-3 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 Uplift2=-763(load case 2), 9=-7630oad case 3 FORCES 0b)- First Load Case Only TOP CHORD: 1-2 -14, 2-3 =-3773, 3-4 = -3370, 4.5 = -3109, 5.6 =-3856, 6-7 = -3109, 7-8 = -3370, 8-9 = -3773, 9-10 -14 BOT CHORD'= 2-13=3442, 12-13=3797, 11-12=3797, 9-11 =3442 WEBS 3-13=-364, 4-13=875, 5-13=-869, 5-12-107, 6-12-107, 6-11 =-869, 7-11 =875, 8-11 =-364 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 763 lb uplift at joint 2 and 763 lb uplift at joint 9. LOAD CASES) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert,#6634 WARNTNO - VorM design paranwterir w W RJ&AD N0TEB ON7A78 AND RBVZPJW 8W 1116IFOOW USE. r® Design valid lot use only with MRek connector. This design Is based only upon parametersshown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Inowpotatlon of component Is msponslbpay 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 etectoc Additional permanent bi4cing of the overall structure Is the responsibility of the building designer. For general guidance raga+ ding fabrication, quality aonhol, stotaKp, d*W*vy, election and bracing, consult OST-64 Quality Standard. 031.89 Sraeft SpeeMcatlon, and HD-91 Handiing Instomm and Bracing Recommendation avosableftom Truss Plate Instaute, 363 D'Onoelo Di", Madison, W 153719, MiTek Symbols PLATE LOCATION AND ORIENTATION 1$A *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates, For tabular plating formal rotor to the Mirek/Gang-Nall Joint/Plats Placement Chart. 0 0 x U a 0 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 FAITH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 00", continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur, M iTeke PANEL TM CLIP FORM018,019 HMPO-AINO General Safety Dates 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 patties.. 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. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less,, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised In handling, erection and installation of trusses. 01M Mitek Holdings, Inc. I I I A J-Truss Truss Type ty y 14857660 DR1712E A13 ROOF TRUSS 2 1 Job Reference to tanaq s e i eIndustries, nc, ay age i 17.8-0 22-" 27 33-2-2 40-" 41-0-0 1-0-0 69.14 6-2-2 4-84) 4-E-0 4$0 6-2-2 6-9-14 1-04) Scale = 1:69.8 5X6_ 2x4 11 3x4 = Us = 4 5 6 7 5.00 12 2x4 \\ 20 3 8 2 9 1 10i 3x8 = 14 13 12 11 3x8 5x6 = 3x8 = 5x6 = 5x6 9-1-14 17-8.0 _ , 22-4.0 30-10-2 1 40-" 9.1-14 B-6-2 4.8-0 88.2 9-1-14 Plate Offsets - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1,33 TC 0.68 Vert(LL) -0.31 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 13-14 >844 BCLL 0.0 Rep Stress Incr YES WS 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 2X 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 5) Max Uplift2=-735(lood case 4), 9--7350oad case 5) FORCES ( lb) - 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 SOT CHORD; 2.14=3436, 13-14=2877, 12-13=3281, 11.12=2877, 9-11 =3436 WEBS 3-14=-368, 4-14=554, 4-13-622,5-13=-341, 6-13m-0, 6-12=-341, 7-12-622, 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 II; exposure S; 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. 41 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, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 Ver ftdeetyvs paranwttsim and MAD NOMS ON TJ VXANDIMM&P s SM BEFORE tME. ar rsarr WARMNODesign valid for use only with MRek connectors. This designis based only upon parameters shown, and k for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component k responslblay of building designel - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary broehg to Insure dabNSy during consliuction Is the responsibility of the erector. AddNlonal permanent bIscin i of the overall shuetum k the responsibility of the building designer. For general guidance regarding fabrication, quality conlrol, storage, deMvery, erection and bracing, consult QST-88 Ouolffy Standard, DSS-89 Sracing Specification, and WIN-91 ® Handling Installina and tracing Recommendation avolabie from Dun Plote Institute, 543 D'Onolrlo Drive. Madison, WI53719. M'T k Symbols PLATE LOCATION AND ORIENTATION 0110, 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate piates 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-Nate Joint/Plate Placement Chart. PLATE SIZE a rr O U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING nA Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke C7 PANEL TM CUP ir General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 4 1M Mitek Holdings, Inc. T A4 Job fuss Truss Type ty y 14857661 DR1712E A15 ROOF TRUSS 2 1 Job Reference (o tional) LONGWOOD, FL,', s ab 19 2003 Mil ek Industries, Inc. Wagmay age 7.8-14 15-0-0 20-" I 25-0.0 I 32.2-2 I 40.0.0 iUlI 1-0.0 7-9-14 7-2.2 5.0.0 5-0.0 7.2-2 7-9-14 1-0-0 Scale = 1:69A 5.00 52 5x8 2x4 11 Us = 4 5 6 5x6 i 3 7Z!; 5x8 A 2 6 91 I 3x8 12 11 10 Us = 5x6 = 5x8 = 5x6 = 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 0-3-0) LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LU -0.28 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 11-12 >759 SCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.16 8 n/a SCOL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N0,2D •Except' TOP CHORD Sheathed. 1-3 2 X 4 SYP No. 1 D, 7-9 2 X 4 SYP No.1 D SOT CHORD Rigid ceiling directly applied or 5-3-7 oc bracing. SOT CHORD 2 X 4 SYP No,213 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 =1951 /0.8-0, 8 =1951 /0-8-0 Max Horz 2 =148(load case 4) Max Uplift2=-759(load case 4), 8--759(load case 5) FORCES 0b)-- First Load Case Only TOP CHORD1-2 =14, 2.3=-3661, 3-4 --3332, 4-5 =-2888, 5-6 = -2888, 6-7 - -3332, 7-8 = -3661, 8-9 =14 SOT CHORD' 2.12=3351, 11-12=2667, 10-11=2667, 8-10-3351 WEBS 3-12=-448, 4-12=685, 4-11 -365, 6-11 =-363, 6-11 -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=1.Oft; TCDL=4.2psf; SCDL-5.Opsf; occupancy category 11; exposure B; partlally; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 31 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 CASEIS) Standard Junaidie Budiman, FL Lic 045 4 MTek Industries, Inc. ' 14515 North Outer Forty Dnv Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A WARM= - Vo, j jydesign pammetom and RMAD agoras ON Tars AND JtBVSJtu SM BJr"Jtt VSX. owntins. e Design vaild tot use only with Mitek connectats. This design Is based only upon parameters Mcwn, and Is for an krdNWuai building component to be InstoNed and loaded verllo y, Applicability of design parameters and proper Incotporatlon at component Is responslbwty of building designei - not huts designer. Bracing shown Is for lateral support at Individual web membets only. Additional temporary bracing to Insure stabillty during construction k the responsiblNty of the etectet. Additional permanent txascing of the ovetail shuclute Is the wsponsRlpRy of the building designer. For general guidance tegatding fabrication, quality conhol, storage, deNvery, election and btacing, consu5 CST-811 Quality SlandarC DSB-59 Bracing Specification, and NIB-91 M iTek® HandlingInstallingandBrochpRecommendationavailablehomTrussPlateInstitute, $83 D'Onohlo Drlw, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/` * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 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 formal refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. 0 cc U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018,019 OYJ11m-!NAIL ® NMRQ,A/R0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, IM Mitek Holdings, Inc. 11 4 T: Ab rugs Truss Type ty y 14857662 DR17:12E A17 ROOF TRUSS 2 1 Job Referenceto Nay c age, s e I e Industries, i1-0 8.1-3 11-10 F 17.0-0 1 23-" I 28-5.8 + 33-10.13 1 4D•l1-0 _. 141 1.0.0 6-1-3 65 8 5-" 6.0-0 5-6-6 5S6 6-1.3 1.0.0 Scale Y 1:69.8 0() 12 6x6 5z8 = 5 6 U-6 i 54 4 7 20 O 2x4 3 e 2 9 10Id1 3x8 — 14 13 12 11 US = Sx6 = 3x8 = 5x6 = sxe 8441 17-0-0 234)-0 31-7-5 40-0-0ir-- 8-4-if 8.75 6.0.0 8.75 8-&11 ate 70L— Offsets -. + •.. - - , - ,... - - - 14:0-3-00-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in Poc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LIJ -0.27 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-12 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl - 360 Weight: 207lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc puffins. SOT CHORD 2 X 4 SYP N0.2D BUT CHORD Rigid ceiling directly applied or 5-3.1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-13 REACTIONS (lb/size) 2 -1951 /0-8-0. 9-195110-8-0 Max Horz 2 =165( load case 4) Max Uplift2 - -781 (load case 4), 9=-781(load case 5) FORCES 0b) - First Load Case Only TOP CHORD" 1.2- 14, 2-3=-3820, 3-4--3551, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3550, 8-9=-3820, 9-10=14 BOTCHORD` 2-14=3487, 13-14=3028, 12-13=2494, 11-12-3023, 9-11=3487 WEBS 3-14=-303, 4-14=461, 4-13--719, 5-13-611, 6-13--0, 6-12=613, 7-12=-716, 7-11 =465, 8-11 --305 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 781 lb uplift at joint 2 and 781 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic # 45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 Awummwo - vertu deown pwwr eters and mw Noma oN rins AND xci RSC dam sapoit6 vat. Design valid for use only with MRek cannectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vettleaRv. AppkobMty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is Tar lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsiblMV of the erector. Additional permanent bt)=c. of the overall shuotura Is the responsibility of the bueding designer. For general guidance regarding fabrication, quolIV control, storage, WNvety. erection and tracing. cornull OST-88 OualNy Standard, OSI.89 hoeing Specification, and HIB-91 iTek® Handling in follina andIrackngReeeommndalbnavailablefromTrussPlateInttifute, SW D'Onofrio Drive, Modkom WI $3719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I/s" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nail Joint/Plate Placement Chart. 0 1t O U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT, PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTek® 9) PANEL TM CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1 /4 panel length('- 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 4 ru Truss ype ty y RTON 14857663 DR1732E A19 ROOF TRUSS 2 1 Job Reference (optional OH, s eb I a 2003 Milek Industries, Inc. wea ay age 6-9-3 12.10-10 19.0.0 i 21.0.0 27-1.6 { 33.2-13 40.0.0 j1:91 1-0.0 6-93 6-1-6 6.1.8 2-" a." 6-1.8 643 1-0-0 Scale = 1:71.2 us = 5x6 5.00 12 5 6 3x4 7- 3x4 4 7 5x6 % 5x8 J 3 8 2 9 10id1 d Us — 14 13 12 11 3x8 5x6 = 5x6 = 30 = &6 = 9 -14 19-0-0 21-041 , 30-2-2 40-0-0l 94-14 9-2-2 2-04) 9.2-2 9-9-14 Ste Offsets - ' 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LU -0.33 11-12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 11-12 >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 6L Min Well - 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 ocpurlins. SOT 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 4-13, 7-12 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 0b) - 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 2-14=3523, 13-14=2946, 12-13=2304, 11-12-2946, 9-11 =3523 WEBS 3-14--408, 4-14-560, 4-13--863, 5-13=667, 6-12-667, 7-12--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 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 801 lb uplift at joint 2 and 801 lb uplift at joint 9. TOAD CASE(S) Standard Junaidie Budiman, FL Lic W r MiTek Industries, Inc. ' 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNING - ver W destyn jmmmftm and R&W N0=S ON TWS AND RXVXR=11M BXF0= VSX. amortmeme Design valid for use only with Mliek connector& This design k based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applaabilly of design parameters and proper Incorporation of component Is responsibility of bu#dlg designer - not trussdesigner. Bracing shown It far lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction the responsibility of the erector;. Addlilondl permanent bracing of the overall structure It the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, det+rety, erection and bracing, consull OU-64 Quality Standard, OSI.89 tracing Speeftallon, and HIS-91 '® Handling Instatlmeeb M andBracingRecomndatlonavailablefromTrussPlateInstitute, $83 D'OnoDrive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13A *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 g securely seat. J2 J3 J4 owner and all other interested parties.. F TOP CHORDS 2. Cut members to bear tightly against eachc2a other. o WEBS J5 o 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 a:joint and embed fully. Avoid knots and wane plates i/a" from outside edge of V o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chardsplices 1/4 atpanel length(+ 6" from adjacent joint.) ceC, BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/ Gang-NaN Joint/Plate Placement Chart. FARTHEST TOTHE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, 9 no ceiling is installed, 4eunlessotherwisenotedSBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional 1 MiTek® engineer. 15. Care should be exercised in handling, PANEL TM L:'® erection and installation of trusses. O 1 M Mitek Holdings, Inc. CLIPnn rouois,oi v YDIiID,A/R Ob russ cuss ype ty HORTON DR173,2E A7 ROOF TRUSS 1 2 14857664 Job Reference to tionall s e t e n ustnes, nc. ay age it" 3c9.14 _ 7.0-0 13.6.14 20-0-0 2652 I 33-0-0 36-2-2 40.0.0 j1.0.0 1.0-0 3.9.14 3.2.2 8-6.14 65.2 e5-2 6-6-14 3-2-2 34-14 1-0-0 Scale = 1:eg.8 5x10 = 5zto = 5.00 12 4x6 = 7x6 = Us= 4 5 6 7 a 2x4 2x4 r- 3 9 2 10 1tI^ t Us 16 15 14 13 12 3xe — 3x4 = 5x6 = US = 5x6 = 3x4 = 7-" 13-6-14 20-0-0 265-2 33-0-0 40-0-0 7-0-0 6.644 65.2 65-2 68/4 7-0-0 ate SetS LOADING (sf) SPACING 2-0-0 CSI DEFL in floc) Wall PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) 0.80 14 >588 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.96 Vert(TL) -1.09 14 >432 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.24 10 n/a BCOL 10.0 Code FBC2001 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 3-6-8 oc purlins. 4-6 2 X 6 SYP No.2ND, 6-8 2 X 6 SYP No.2ND DOT CHORD Rigid calling directly applied or 5-4-7 oc bracing. DOT CHORD 2 X 4 SYP No.2D `Except" 13-15 2 X 4>'SYP No. 1D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2-3875/0-8-0.10=3875/0-8-0 Max Horz 2=-791load case 5) Max Uplift 2=-202711oad case 2), 10 = -2027(load case 3) FORCES 0b) - First Load Case OnlyTOPCHORD1-2=14, 2-3=-8441, 3-4--8545, 4-5=-12386, 5-6=-13791, 6-7--13791, 7-8=-12386, 8-9--8545, 9-10=-8441, 10-11 =14 DOT CHORD 2- 16 = 7643, 15-16 = 7951, 14-15=12386, 13-14=12386, 12-13 = 7951, 10-12 = 7643 WEBS 3-16= 299, 4-16=685, 4-15-4852, 5-15=-1698, 5-14=1540, 6-14=-991, 7-14=1540, 7-13=-1698, 8-13=4852, 8.12=685, 9-12=299 NOTES 1) 2- ply truss to be connected together with 1 Od Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Unbalanced roof live 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 2027 lb uplift at joint 2 and 2027 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 383.91b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASEIS) Standard 1) Regular: Lumber Increase -1.33, Plate Increase -1.33 Uniform Loads (plf) Vert: 1-4=- 74.0, 4-8=-164.2, 8.11--74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Concentrated Loads 0b) Junaidie Dudiman, FL Lie #45 61 Vert: 16=-603.2 12=-603.2 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 L Chesterfield, MO, 63017 FL Cett46634 WARMNG - ver(f j1 design pamnsetersands RIC W NOMSO!v TWX AND lt8VERM 111 XBEPORN uata. ••• Design vaild toi use only with Mliek connectors. This design is based only upon patametets drown, and Is lot an IndMdual building component to be Installed and loaded vertically. Applicability of design patametets and proper Inwporatlon of component is tesponsibilty of building deslpnei - not buss deslgnet. Bracing shown is lot lotwol support of Individual web members only. Additional tempaary bracing to insure dabiltly during condruction is the responsibility of the erector. Additional permanent brbchq of the overal shuctute is the responsloilly of the building deslgnet. Foi general guidance regoiding lobrlcat on, quaitty conbol, slaage, delvety, erection and bracing, consull CST-aa Quality Standard. DSP59 Iracing speclllcatlon, and HIS-91 NandlingInstalling and Iracing Recommendation available from truss Plate Institute. 693 D'Onohio Drive, Madison, w153719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 134 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. 0 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 - QZbo joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o_ a: at joint locations. truss and vertical web. a 4. Unless otherwise noted', locate chords lacesP at IA length(' 6" fromcepanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Comber 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 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, oe" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with9whichbearings (supports) occur. stacks of construction materials. a mi! 14, Do not cut or alter truss member or plate without prior approval of a professional MiTek* engineer. 15. Care should be exercised In handling, TM Z CLEL erection and installation of trusses. @ I Mitek Holdings, Inc. FORM018,01V Hyma IAm a rus Truss ype ty y 14857665 DR1732E A7A ROOF TRUSS 1 1 Job Reference (o tionaq s eb 19 2003 mi I elk industries, May 07 09:44:41 2003 age 1 3.9-14 7-04) 1 11-8-15 16.4-1 1 21-1-011 1-0-0 3.9.14 3-2-2 4-0.15 4.73 4-8.15 Scale 1:37.7 axe = axe = 3x8 II 5x8 = 4 12 13 5 14 15 6 16 17 7 5.00 12 2x4 S 3 2 c91 axe — it 18 19 10 20 21 9 22 23 8 3x4 = 7x8 = 500 = 3x4 11 7-0-0 11-8.15 16-4-1 21-1-0 7-0-0 4-8-15 4-7-3 4-8.15 Plate Offsets - , _ -11100-4-0,0-4--ST LOADING (psf) SPACING 2-0-0 CSI DEFL in Iloc1 I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.28 10-11 >874 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.69 VertITL) -0.25 10-11 >992 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) -0.07 8 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 136 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-0-7 oc purlins, except end verticals. 4.7 2 X 6 SYP: No.2ND BOT CHORD Rigid ceiling directly applied or 3-7-0 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 1 Row at micipt 7-9 WEBS 2 X 4 SYP No.3 *Except* 7-8 2 X 4 SYP No.2D REACTIONS (lb/size) 8=2058/0-3-0, 2 = 2020/0.8-0 Max Horz 2 = 205(ioad case 4) Max Uplift8=-1971(load case 2). 2=-1641(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1.2-34, 2-3=-4233, 3-4=-4111, 4-12=-4151, 12-13=-4152, 5.13=-4155, 5-14=-2880, 14-15=-2880, 6-15--2880, 6-16=-2880, 16-17=-2880, 7-17=-2880, 7-8--1957 BOT CHORD2-11=3810, 11-18=3832, 18-19=3832, 10-19=3832, 10.20=4152, 20-21 =4152, 9-21 =4152, 9- 22 -125, 22-23 -125, 8-23-1 5 WEBS 3-11 --20, 4-11 =775, 4-10=;373, 5-10=23, 5-9=-1488, 6-9=-766, 7-9=3225 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 mechanicalconnection(by others) of truss to bearing plate capable of withstanding 1971 lb uplift at joint 8 and 1641 lb uplift at joint 2. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 159.51b down and 305.1lb up at 7-0-0, 159.51b down and 305.1lb up at 9-1-1, 159.51b down and 305.1lb up at 11-1-1, 159.51b down and 305.1lb up at 13-1-1. 159.51b down and 305.1lb up at 15-1.1, and 159.51b down and 305.111b up at 17-1-1, and 207.91b down and 342,51b up at 18-6-4 on top chord, and 625.11b down and 577.61b up at 7-0-0, 46.Olb down at 9-1-1, 46.0Ib down at 11-1-1, 46.Olb down at 13-1- 1, 46.Olb down at 15-1-1, and 46.Olb down at 17-1-1, and 17.91b down at 18-5-4 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 ( pif) Vert: 1- 4=-74.0, 4-7=-74.0, 2-8--20.0 Concentrated Loads 0b) Vert: 4-- 159.5 11 =-625.1 12=-159.5 13--159.5 14=-159.5 15=-159.5 16=-159.5 17=•207.9 18=-46.0 19=-46. 0 20--46.0 21 =-46.0 22=-46.0 23--17.9 Junaidie Budiman, FL Lic#45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.# 6634 WARNLNO - VerW design palwitnetm and R&W NOTES ON TMS ANDREVERSE isM REPORE ME. sasesson ill) Design voSd tot use only with MITek connectors. This design is based only upon parameter shown, and Is tot an IndWvcI building component to be Installed and loaded veiticaNy. Applicability of design parameters and proper Incorporation of component is tesponsibmy of building designer - not truss El designer. BracingshownittolaleialsupportofIndividualwebmemberonly. AddBlonal temporary btacltg to Insure stability duting construction is the responsibility of the *redo. AddRlonal permanent bibcIng at the ovwat structure is the tesponsblOy of the building designet. For geneiol guidance regarding labil ation, quality control staage, delivery. erection and bracing, consu6 OST-88 Quolpy, Standard, OSS-89 Bracing SpecMloatlon, and HIS-91 Handling Indallinst and $=IngRecommendation available hom Dust Plate SA Insli ute, SD'Onohb Drlve. Madison, WI53719. M iTek Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. 0 Qhb*For 4 x 2 orientation, locate 0 v plates W' from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-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 40,00 continuous lateral bracing. BEARING 9nA 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 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 Is! M Teke fit` ` i PANEL TM utP HYDRDAINO J General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4, Unless otherwise noted, locate chord splices at 1/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, erection and installation of trusses. 01 M M tek Holdings, Inc. t 4 rues Truss Type ty y HORTON 14857666 DR173,2E A9 ROOF TRUSS 1 1 Job Reference to tional) s e i e n ustr as, nc. e ' ay age 44-14 1 9-0-0 14.6-0 t 20-0-0 , 25-6.0 1 31-0.0 + 35.22 40-0-0 i1-0-0 1-0-0 44-14 4-2-2 56-0 5-6-0 6-6-0 5.6-0 4-2-2 4-9-14 1.0-0 Scalea 1:69.8 54 = 5x8 = 3x4 = Sx6 = 3x4 = 5.00 12 4 5 6 7 8 2x4 2x4 G 3 9 a 1 y 10 11Id Us — 17 1e 15 14 13 12 Us _ US = 4x6 = 3x4 = 3x6 = 3x8 = 3x4 = 9.0-0 16.4-0 23-8-0 31-0.0 40-0.0 i 9-0.0 7-" 7-" 7-4-0 9-0-0 Plata Offsets : - j - e LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 VertILL) -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 1 st LC ILL Min I/deft = 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 (1b/size) 2 = 1951/0-8-0. 10 - 1951/0-8-0 Max Horz 2 =960oad case 4 Max Uplift 2 = -791 (load case 2), 10--791(load case 3) FORCES 0b1 - 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 II; exposure B; partially MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL -1.33 plate grip DOL =1.33. 31 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 CASEIS) Standard Junaidie Buchman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty D ' Suite 300 Chesterfield, MO, 63017 FL CedL#6634 WARM0 - VsrM design pwssrrweters and RIL&D DTOTSS ON 77Ji8 AND MVZJtSC S(DS BSPOW UM. sssersrer® Design valid for ups only with MFTek connectots. This design is based only upon parameters shown, and is for an Individual building component to be Instated and boded vertically. Applicability of design parameters and proper IncorporcHon of component is responsibNBy of building d"lon•t - not truss designer. Bracing shown is fa lateral support of Individual web members only. Additional temporary biockp to Insure stabpNy during conslr4ctlon is the responsibility of the erector. Additional permanent brbcing of the overall dructure is the iesponebWty of the buNdkr0 designer. For general gukJe ancregarding fabriglivery, erection and biocing. consull OST-88 Quality Standard, DSS-89 Bracing SpecRbation. and HIII-91 Handling Instolllnq and Bracing Recommendation available tram Truss Plats b institute, 683 D'OnoeDrlve, Madison, Wl63719. MiTek 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. ir Lt"" For 4 x 2 orientation, locate plates IA" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format rotor 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 oeelloo continuous lateral bracing. Numbering System J2 J3 J4 TOP CHORDS a cc s v a O 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 BEARING Indicates location of joints at which bearings (supports) occur. lY1I MiTek® FORM018,019 CLoMO-NLotL ® NYOR0I R PANEL TM CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at'A 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-structurof consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. IM Mitek Holdings, Inc. 4 rues russ ype ty y ORTON 14857667 DR17342E A943 ROOF TRUSS 1 1 Job Reference optional) s e r e Industries,Inc. ay age 5-M 9-0-0 13.0.8 F.. 17-8-3 223-13 , 26-11-8 I 31.0.0 I 34.11.11 I 40.0-0 11.0.0 1-0.0 5-05 3.11-11 4-" 4-7-11 4.7-11 4-7-11 4-0-e 3-11-11 5-0-5 1-0-0 Scale = 1:69.6 5x8 5xe = 2x4 I I 5x8 = 2x4 11 3x4 = 5.00 F12 4 5 6 7 a 9 2x4 -N 2x4 // 3 10VZ112 12 a 1 Ig Us = 18 17 16 15 14 13 4x6 = 4x6 = 7x8 = 2x4 II sits = 7x8 = axe = 7-0.9 13-0-0 17.8-3 223-13 26.11-8 32-11-7 40-M i l 7-0.9 5.11-15 4-7-11 4-7-11 4-7-11 5-11.15 7-0-9 Ste Offsets ,..: - - e , - - - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) -0.59 16 >795 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.92 16 > 515 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.21 11 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-11-9 oc purlins. SOT CHORD 2 X 6 SYP'No.2ND BOT CHORD Rigid ceiling directly applied or 4-6-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 2625/0.8-0, 11 = 2273/0-8-0 Max Horz 2=-99(load case 5) Max Uplift 2--1034(load case 21, 11 =-907(load case 3) FORCES 0b) - FirstLoadCase Only TOP CHORD : 1-2=17, 2-3=-5719, 3-4=-5499, 4-5=-6592, 5-6=-6591, 6-7=-6332, 7-8=-6332, 8-9=-5385, 9- 10=-4613, 10-11=-4839, 11-12=17 BOT CHORD2-18=5242, 17-18=4924, 16-17=6734, 15-16=6734, 14-15=5385, 13-14=4102, 11-13=4436 WEBS 3- 18=-230, 4-18=320, 4-17=2261, 5-17=-311, 6-17--183, 6-16=93, 6-15=-515, 7-15=-343, 8-15= 1213, 8-14=-1071, 9-14-1741, 9-13=332, 10-13=-245 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=5.0psf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1034 lb uplift at joint 2 and 907 lb uplift at joint 11. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 994.7Ib down and 358.31b up at 13-0-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASEIS) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads ( plf) Vert: 1- 4=-74.0, 4-9=-74.0, 9-12=-74.0, 2-11 =-20.0 Concentrated Loads 0b) Vert: 17 = - 994.7 Junaidie Budiman, FL'Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.# W34 Aw.lutma - vertu &xivn panarneter: and R&w Norse oN Trrre AmmvaR= eras Harrorts 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 Insiolled and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not huss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibilily of the erector: Add$lonol permanent bilbeing of the overall structure Is the responsbWty of the building designer. For general guidance regarding fabrication, quality control storage, dellvery, erection and bracing, consul r ST-ea Quality standard, 011$.e9 gracing specification, and HIII.91 Handling Instaltina and $facing Recommendation available from Truss Plate Institute, 583 D'Onohio Drlve, Madison, WI 83719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13A * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i '- , ; a joint and embed fully. Avoid knots and wane ointplatesI/a° from outside edge of U o a ` = at I locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices I/4oat panel length(+ 6"from adjacent joint.) u C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 001, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional M!Tek® engineer. 15. Care should be exercised in handling, TM A& PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. - FORM016,019 HMRQ,AZR fuss Truss Type ty y 14857668 DR1732E B ROOF TRUSS 2 1 Job Reference optional l s e r e industries,Inc. @ ay 07 09:44:43age I 10-0 F 6-11-0 I 12-11-0 1 1-0-0 6-11-0 6-0-0 Scale = 1:213 US 3 5.00 Fi2 4 5 z I dldl 3x4 3x4 6 3x4 = 2x4 II axe I I 6.11-0 12-11-0 6.11-0 6-0-0 Plate onsets - LOADING (psf) TCLL 30.0 SPACING 2-0.0 Plates Increase 1.33 CSI TC 0.51 DEFL in (loc) I/deft Vert(LL) -0.01 6 >999" PLATES GRIP M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.24 Vert(TL) -0.05 2-6 > 999 BCLL 0.0 Rep Stress Incr YES WS 0.04 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min 1/defl = 360 Weight: 51 lb BRACINGFUMIIERORD2X4SYPNo.2D TOP CHORD Sheathed or 6-0.0 oc puffins. ORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 3-2-9 REACTIONS (lb/size) 5 - 591 /Mechanical, 2 = 694/0-8-0 Max Horz 2=87(load case 4) Max Uplift 5=-229(load case 5), 2--3150oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD ? 1-2 =14, 2-3 =-697, 3-4--719, 4-5 = -719 BOT CHORD 2-6=637, 5-6=637 WEBS 3-6 =126 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=5.0psf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1,33. 31 Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 5 and 315 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lie #45 61 MITekIndustries, Inc, 14515 North Outer Forty Drive SURE 300 Chesterfield, MO, 63017 FL Cer ,#6634 A WA1Pwo - ver(f jf &won pamal niter oral mm Norms oN rms AND IianBdtl1; Stria BaroRa tw. Design valid for use only with Welt connector& 7t1h design It based only upon parameters shown, and Is for an Individual building component to be installed and boded vertically, Applicability of design parameters and proper Inowporotlon of component Is responsibility of building deslgnm • not hues bracingacingshownIstotlateralsupportofIndividualwebmembersonly. Additional temporary bracing to Insure stability during construction Is the, responsibility of the werclod..AddSlonal permanent bracing of the overall shuctune Is the responsbWty of the building designer. For general guidance regarding tobrbatbn, quality aonhat storage, delivery, werollon and bracing, consufi OST-61 Quality Standard, OSI.09 lraeft Specification, and 1111-91 ® Handling Mstallinp and Bracing Recommendatlon available from Truss Plate Instituteb . US D'OnohDrive. Madison, W 163719. ' Symbols Numbering System AGenerai Safety Notes PLATE LOCATION AND ORIENTATION Failure to FOIIOW Could Cause Properly 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 1 8 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. oNJ5WEBS o 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 cc joint and embed fully. Avoid knots and wane plates/8" from outside edge of 0 0 a X at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at / 4 length(+ 6" from ceC, panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J 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. Comber is a non-structural consideration and MITek/ Gang-Nail Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and sire, and x perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, toslots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, oe" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of jointsat 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeke engineer. 15. Care should be exercised in handling, TM PANEL CUP erection and installation of trusses. 4 1993 Mitek Holdings, Inc. - FORM078. 019 oho- . ® I' =R0-MN:+ - Job russ Truss ype ty y 14857669 DR1712E BG ROOF TRUSS 1 1 Job ReferencnaU s e r e industries, Inc.na ay :: age 10- 03.11-13 6-11-0 1 9-10-3 I 13-5-01- 0-03-11-13 2-11.3 2-11-3 34-13 Scale: 1/2'=1' 4x6 = 4 5. 00 12 3x4 i 3x4 5 36 2 I 10 9 a 7 11 30 = 2x4 11 US = 2x4 11 3x4 = 3- 11-13 6-11-0 9-10-3 13-5-0 3- 11-13 2-113 2-1" 3.6-13 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.24 Vert(LL) 0.04 2-9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) -0.06 9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1 stLC LL Min I/defl = 360 Weight: 71 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-13 oc purlins. SOT CHORD 2 X 6 SYP SS ` BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bracing. WEBS 2 X 4 SYP'No.3 REACTIONS ( lb/size) 6 =1543/0-3-0, 2=1155/0-8-0 Max Horz 2 = 91(load case 4) Max Uplift6=-7460oad case 3, 2=-692(load case 4) FORCES 0b) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1833, 3-4=-1167, 4-5=-1167, 5-6=-1803 BOT CHORD ; 2-10=1628, 9-10-1628, 8-9 -1628, 7-8 =1587, 7-11 =1587, 6-11 =1587 WEBS 3-9 = 367, 3-8 =-670, 4-8 = 640, 5-8 = -623, 5-7 = 370 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; panially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection Iby others) of truss to bearing plate capable of withstanding 746 lb uplift at joint 6 and 692 Ib uplift at joint 2. 4) Special hanger(s) or connection(s) required to support concentrated load(s) 444.61b down and 371.81b up at 2-7-4, and 444. 61b down and 371.81b up at 11-2.12, and 488.1Ib down and 181.71b up at 13-3-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. TOAD CASEIS) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-6=-74.0, 2-6=-20.0 Concentrated Loads (lb) Vert: 6=-488.1 10=-444.6 11=-444.6 Junaidie Budiman, FL Lic W 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AwmmwO - Verow deeion parsawters and acm Noma ON TB78 AND Rlt aim BIDE B680RS um. sans Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and k for an Individual building component to be Installed and loaded vertloaky. Applicability of desgn parameters and proper Incorporation of component k responsbSlty of building designs, - not truss designer. Bracing shown k for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction k the responsibility of the erector. Additional permanent bi4cirng of the overall structure k the responsblilly of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-ail Quality standard, DSB-89 Bracing Specillcatlon, and NIB-91 Handling Installing and Bracing Necomm mendallon availablelroTrussPlateInstitute, 593 D'Onoalo Drive, Madkon, Wl53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 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 formal refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS u Q 0 %" WEBS 4 J5 cc 0 0 a U0 r- a 06 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. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MTek® TM PANEL CLIP FORM018,019 CA®+N1A1L 1IYMMAIN0 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, N no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss Type ty y 14857670 DR17a2E C ROOF TRUSS 2 1 Job Referencnal) Inc.nseeIndustries, a ay 07 09:44:45age too 4-2.0 I e-a-0 9.4-0F 1.0-0 4-2-0 4-2-0 1.0.0 Scale 1:17.1 axe = 3 6.00 F12 4 2 Li LA 6 I$ 2x4 = 2x4 = e 2x4 11 axe II 3x8 Ij.4.2 1-2-0 4-2-0 7-0-0 7-2*1 8.4-0 II 1-2-0 3.0-0 2-10-0 0-2-0 0.11.14 0-2-2 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) -0.01 6 1999 M1120- 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TU -0.01 6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl - 360 Weight: 35 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4`SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3, Right: 2 X 6 SYP No.2ND REACTIONS 0b/size) 2 = 464/0-1-8, 4 - 471 /0-4-0 Max Horz 2--55(load case 5) Max Uplift2=-215(load case 4), 4=-220(load case 5) FORCES fib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-475, 3.4=-477, 4-5=14 SOT CHORD : 2-6 = 436, 4-6 = 436 WEBS 3-6=81 NOTES I I Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category Ili; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 31 Provide mechanical Connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 2 and 220 lb uplift at joint 4. 51 Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4. LOAD CASEIS) Standard Junaidie Budiman, FL Lic #45 E MiTek industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert,#6634 WARRlt= - Verft design pmusn tters and RVAD WOTZS ON TRW AND RNVIKPAV 81DE 89PORE UM Design valid for use only with MITek Connectors. This d*sIgn Is based only upon parameters shown, and is for an Individual building component to be amossswill), Installed and loaded velticaly, Applicability of design parameters and proper Incotpwatlon of component is responsibility of building designer - not trussIsdesigner. Bracing shown tot lateral support of Individual web members only. AcIdllonal temporary bfmft to Insure stability during construction is the responsibility of the etectot. Addlllonal permanent bracing of the overall structure is the responsibility of the building designer. for general guidance regarding fabrication, quality control, storage, delivery, erection and Wocing, consult GST-88 Quality Standard, 031.89 treeing Specification, and HIN-91 Handling Installing and 1meft Recommendation available from Truss Plate Institute, 593 D'Onokb Drive, Madison, WI63719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC2Q other. O WEBS . J5 o 3. Place plates on each face of truss at each4"':*For 4 x 2 orientation, locate o joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of V O a ti at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splicespl' 1Aat panel length(+ 6" from adjacent joint,) ce C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format rotor to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, ff no ceiling Is installed, 4000 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, MM TM c C€EL erection and installation of trusses. 01 M Milek Holdings, Inc. FORM018,019 GAN*-NA2 ® OfMRO-AM0 a s:: Job ruse Truss Iype ty y 14857671 DR17 L2E C5 ROOF TRUSS 1 1 Job Reference loptional) s e I e industries, Inc. ay 07 UV:44:46age 3-0-0 , 5-" I tb4-0 ,. 9-4-0 i 1.0-0 3-0-0 2-4-0 3-0.0 1-0-0 Scale = 1:17.4 08 4x8 3 4 5.00 12 5 5T2x4 2 Li LJ 8 Ig 2x4 = = 8 7 2x4 11 3x4 = axe II axe II 1-2-0 3-" 5-4-0 7-0.0 702-* I 1 1 1-2-0 1-10-0 2.4-0 1-0-0 0-2-0 1.2-0 Plate OttSfItS LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 VertILU -0.01 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.02 8 > 999 BCLL 0.0 Rep Stress Inca NO WB 0.05 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3, Right; 2.X 6 SYP No.2ND REACTIONS (lb/size) 2 = 542/0-1-8, 5 = 552/0-4-0 Max Horz 2=45(load case 4) Max Uplift2=-25411oad case 4, 5=-260(load case 5) FORCES 0b) - First Load Case Only TOP CHORD 1-2=14, 2-3=-796, 3-4=-733, 4-5=-789, 5-6=14 BOT CHORD 2-8 = 729, 7-8 = 743, 5-7 = 718 WEBS 3-8 =124, 3-7 =-12, 4-7 =129 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; partiapy;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 at joint(s) 2. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 254 lb uplift at joint 2 and 260 lb uplift at joint 5. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 5. 7) Girder carries hip end with 3-0-0 end setback 8) Special hanger(s) or connection(s) required to support concentrated load(s) 70.51b down and 44.91b up at 5-4-0, and 70.51b down and 44.91b up at 3-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3=-74.0, 3-4 =-80.2, 4-6 =-74.0, 2-8 = -20.0, 7-8 = -21.7, 5-7 = -20.0 Concentrated Loads (lb) Vert: 8=-70.5 7=-70.5 Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 O WARwm - verm deeten patasneters and R13AD NOTES OW THIS AND immRse 8WZ HEF0R6 VSE. r•e• toDesignvalidtoouseonlywithMRekconnectors. This design Is based only upon parameters shown, and is for an Individual building component be Installed and loaded vetHoolty. Applicability of design parameters and proper Incorpaatlonof component is iesponslbNMy of building designer - not truss designer. Bracing shown is lot Weral support of individual web members only. Addillonal temporary bracing to Insure stability during construction is the . responsibility of the erector. Additional permanent bi1scing of the overall structure is the wsponslbiity of the building designer. For general guldonce regarding fabrkotlon, quality contiol, storage. delivery, erection and bracing, consull GST-68 Quality Standard, 051.89 tracing SpecMlcatkm% and HI1.91 Handling Installlna and tnd racing Recommeallonavailableable fromtruss Plate Institute, 583 D'OnoDrive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/, * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I A" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 00" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. M iTek® ffiM PANEL TM CLIPFORM018, 010 IfMRO-AIR 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 / 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 site, 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. A Job russ Truss Type ty y 14857672 DR173,2E D3 ROOF TRUSS 1 11 Job Reference (o tional) ACCU-SPAN- s e I e Industries, nc. a ay 07 09:44:47age 340 2-8.0 3-" axe = Scale z 1:17.4 5.00 12 2 8x10 3 3x4 3x4 4 1 C 9 7 a 5 3x4 = 3x8 = 2x4 11 2x4 11 I 3-04) 5 8-0 e-64) i 3-" 2.8-0 3-" Plate onsets , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.13 Vert(I-L) -0.01 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1,33 BC 0.10 Vert(TL) -0,01 7 >999 BCLL 0.0 Rep Stress incr NO WB 0.13 Horz(TL) 0.00 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 50lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 6-0-0 oc puriins, except end verticals. 2.3 2 X 6 SYPNo.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOTCHORD2X4SYPNo.2D WEBS 2 X 4,SYP No.3 REACTIONS ( lb/size) 8=466/Mechanical, 5=466/Mechanical Max Horz 8=-501load case 21 Max Uplift 8=-192(load case 2), 5=-192(load case 3) FORCES , ( Ibl - First Load Case Only TOP' CHORD 1-2 = -442, 2-3 = -407, 3-4 = -442, 1-8 = -436, 4-5 - -436 BOT CHORD 7-8=-0, 6-7=407, 5-6--0 WEBS 2-7--40, 2-6=0, 3-6=-40, 1-7=442, 4-6=442 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 ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 41 Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 8 and 192 lb upliftatjoint5. 6) Girder carries hip end with 3-0-0 end setback 71 Special hanger(s) or connection(s) required to support concentrated load(s) 70.5lb down and 44.91b up at 5-6-0, and 70.51b downand44.91b up at 3-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASES) Standard 1) Regular: Lumber Increase -1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=-74.0, 2-3=-80.2, 3-4=-74.0, 7-8=-20.0, 6-7=-21.7, 5-6=-20.0 Concentrated Loads (lb) Vert: 7=-70.5 6=-70.5 Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNANO - Vor M deaiOrs parassacerst and REAL! NOTES ON TRW AND R8VZPAB BLDB di104 At V88. annasonsilli Design valid too use only with MiTek eonnerotots. This design is based only upon potametsrs shown, and is far an Individual building component to be Installed and loaded vertically. Applcoblilty of design parameteis and proper hmpmatlon of component is tesponsibkity of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stabltity duift construction is the responsibility of the *rector. Additional permanent bilso" of the overall structure is the rssponslblilly of the building designer. For gernetal guidance regarding fabrication, qualify control. stuloge, deMvery, election and bracing, consult OSt•88 Quality Standard, DSI-89 Bracing Spealaoatlon, and HIS-91 Handling Installing and Irokq eRecomm*ndotlon available from Truu Plat* Institute, $93 D'Ono010 Drive, Madison, Wl53719. MiTek Symbols PLATE LOCATION AND ORIENTATION 1j/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. ter. MiTeke PANEL TM CUP FORMo16,019 ® NYDRa,A/B General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 01993 Mitek Holdings, Inc. y 6 job Truss Truss Type ty y RTON 14857673 DR1732E J ROOF TRUSS 20 1 Job Reference optional ) s e I e industries,Inc. ey age 1-0-0 7.0.0 1-0.0 7-0-0 3 Scale = 1:17.7 5.00 12 2 4 2x4 7.0-0 i 7-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) t/defl PLATE$ 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/deft = 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=424/0.8-0, 4=66/Mechanical Max Harz 2=188(load case 5) Max Uplift 3=-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, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cart46634 wwmm - verft design pararsseters and x&AD NoTss om Tura AxV i26T/aRf o suns asPoR6 use. •••• Deslgn valid for use only with MITek connectors. Thin design is based only upon parameters shown, and Is for an Individual binding component to be Installed and loaded vertically. ApplicabNlly of design parameters and proper Incofporatlon of component Is responsibility of building designer - not truss designer. Bracing shown is for loteral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erectoi,;Addttlonal permanent briscing of the ovsiol structure ! the responsibility of the building designer. For general guidance regording fabrication, qualtycontrol, stoiags, delivery, erection and bracing, consult OST-BA Quality Standard, DSS-89 Bracing Specltioatlon, and NIB-91 Handling Installing and Bracing Recommendation available from Truss Plot* Institute, 683 D'Onotrio Drive, Madison, Wl53719. M T® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. is J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. o WEBS J5 cc 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a Q joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices 1/4at panel length(* 6" from adjacent joint.) ce C, BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%attime of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, Ice unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 4 1"3 M tek Holdings, Inc. - CLIP FORM018,019 HYDRO-MR(S) Job Truss Truss Type ty y RTON 14857674 DR173?E J5 ROOF TRUSS 3 1 Job Referenco tional) res, e ay 07 09,44:48 2003 Page t- 0-03-0-0Scale 1:9.2 5. 00 12 2 1 2x4 = 4 1- 04) 3.0-0 - - ---- i t- 0-02-0.0 LOADING ( sf) SPACING 2.0-0 CSI DEFL in Doc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) -0.04 2 >340 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(TL) -0.07 1 > 194 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 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 lib/size) 3-95/Mechanical, 4=-122/Mechanical, 5=382/0-4-0 Max Horz 5=86poadcase 51 Max Uplift3--92(load case 5), 4--122(load case 1), 5--200(load case 4) Max Grav 3 = 95(load case 1), 4 = 880oad case 4), 5 = 38211oad case 1) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2 -28, 2-3-29 BOT CHORD 2.5--0, 4.5=0 NOTES 1) Wind: A5CE 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 girderls) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 Ib uplift at joint 3, 122 lb uplift at joint 4 and 200 Ib uplift at joint S. LOAD CASEIS) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14615 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 VerW desijptVar+arnsters and READ NGTBS ON 1NO AND RBVSRW SM H6FOM 1196. ws WARNINGDesign vaNd for us* only with Mllek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and l ogled venloally. Applicability of design pawmeters and proper incorporation of component Is respon"y of building designer - not truss designer. Bracing Mown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is in* responsiblllty of the ereetof. Additional permanent bracing at the overall structure is the iesponsbilfly of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and blocing, consull QST-II Quality Standard, DSI.89 tracing Speclflcdtion, and HII.91 HandlIna InslaNlna and Itp rae lecammendatlaIntn ovallobb fromTrussPlatelfute, 583 D'Onollo or", Madison, WI53719, M iTek® Symbols PLATE LOCATION AND ORIENTATION 134 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 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 M1Tok/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4e continuous lateral bracing. BEARING nA Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS c2 Q o WEBS IJ5 a' o_ a 2U q ; ; Q U O o U a ce c7 C6o 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 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 MTek® PANEL , M CUP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Pete type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, - erection and installation of trusses. O 1993 Mitek Holdings, Inc. FORM018,019 Job russ Truss Type ty y 14857675 DR1732E JG MONO TRUSS 1 1 Job Referencna)) Inc.naerestnnues, ay : age 3.9-14 7-" 1 1-0-0 3-9-14 3-2-2 20 11 Scale = 1:19.7 4 5.00 F,2 3x4 3 8 2 Li 2x4 7 6 5 2x4 11 3x4 3-9-14 7-0-0 3.9-14 3-2.2 Plata Offsets .12:0-1-3,0:1-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) 0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.12 Vert(TL) -0.02 1 > 652 BCLL 0.0 Rep Stress Incr NO WB 0.11 HorziTU 0.00 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Waft - 360 Weight: 34 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 4-5 2 X 4 SYP No.2D REACTIONS (lb/size) 2=437/0-1-8, 5-334/0-1-8 Max Horz 2 = 2050oad case 4) Max Uplift2=-249(load case 4). 5--231(load case 4) FORCES . 0b) - First Load Case Only TOP CHORD 1-2=28, 2.8--520, 3-8--405, 3-4=-55, 4-5=-80 BOT CHORD 2-7 = 428, 6-7 - 428, 5-6 = 428 WEBS 3-6=89, 3.5=-486 NOTES 1) Wind: ASCE 7-98 per F8C2001; 120mph; It -18ft; TCDL - 4.2psf; BCDL g 5.0psf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 2 and 231 lb uplift at joint 5. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 5. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 37.61b down and 122.71b up at 3-0-0 on top chord and 12,1lb down at 3-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASES) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pplf) Vert: 2-5--20.0, 1.4--74.0 Concentrated Loads ON Vert: 7 = -12.1 8 --37.6 Junaidie Budiman, FL Lic #45 61 MTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 QWARN M - VerM deetyr p&Ma% tere and R&W N=S ON TKIS AND JIXVKRSB 8111116 BZPORa U11116. we.ss Design valid for use only with MRek connectors. This design k based only upon pofameten shown, and k for an Individual building component to be Installed and loaded vertically. AppMeabllfly of design parometers and proper Incorporation of component k tespon"y of building designer - not bussisdesigner. Broeing shown lot lateral support of individual web members only. Additional temporary bracing to Insure stabglly during oondructbn k the responsibility of the ereclot. Additional permanent bracing of the ovsraB structure Is the reeponsbplty of the budding designer. For general guidance regarding fabrication, quality contto4, statage, delivery, iteotion and bracing, consull OST-at Quality standard, DSB-69 Bracing Specifleatlon, and NIB-91 Hondling. installing and Bracing Recommendation avollable, from Truss Plate institute, 593 D'Onotrb Drive, Madison, Wl $3719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 11/19 *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 formal refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 0 ir 0 U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHESTTO 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 rCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N 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 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM CLIP s.Ho-n iIYDRD d/A® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, ff no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 01993 Mitek Holdings, Inc. - s . V 0 Job russ I ruse I ype ty y 14857676 DR173,2E JG4 ROOF TRUSS 2 1 Job Referencna" s e i e' Industries, Inc.na ay age 4x8 = 8 3 2x4 11 2- 2.8 2 , 4-2-8 , 2- 2-8 2.0-0 Scale m 1:8.35. 00 12 1 2x4 11 4x8 = 5 7 4 2- 2.8 4-2-8 2- 2-8 2.0.0 Plate Offsets LOADING ( psf) TCLL 30.0 SPACING2- 0-0 Plates Increase 1.33 CSI TC 0. 12 DEFL in floc) I/defl Vert(LL) 0.01 5 >999 PLATES GRIP M1120' 249/ 190 TCDL 7. 0 Lumber Increase 1.33 BC 0.11 Vert(TL) -0.01 5 > 999 BCLL 0. 0 Rep Stress Incr NO WB 0.14 Horz(TL) -0.00 4 n/a BCDL 10. 0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 21 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-8 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 3-4 2 X 4 SYP No.2D' REACTIONS (lb/ size) 1=332/0-4-0, 4=464/Mechanical Max Horz 1-630oad case 4) Max Uplifts=- 236(load case 4), 4=-3790oad case 2) FORCES 11b)-- First Load Case Only TOP CHORD" 1-2 =-515, 2-6 =-0, 3-6 = 0, 3-4 = -60 BOT CHORD' 1-5 = 437, 5-7 = 487, 4-7 = 487 WEBS 2- 5 = 356, 2-4 =-556 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1,33. 21 Provide adequate drainage to prevent water ponding. 3) Refer to girderls) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 236 lb uplift at joint 1 and 379 lb uplift at joint 4. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 7.31b down and 76.71b up at 2-2-8, and 40.31b up at 2- 9.1 on top chord, and 4.31b down at 2-2-8, and 446.41b down and 347.81b up at 2-8-12 on bottom chord. Design for unspecified connection( s) is delegated to the building designer. LOAD CASE( SI Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads ( plf) Vert: 1- 2=-74.0, 2-3=-74.0, 1-4=-20.0 Concentrated Loads 0b) Vert: 2=- 7.3 5=-4.3 6=27.9 7=-446.4 Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert # 6634 WARNING - VerUj f deeiprsparameters, and Rmw No11'6r3 oN THJB AND im Rs6 t3IAB BalroRE tw. Design valid for use only with MiTek connectors. This design is based onty upon parameters shown, and Is for an Individual building component to be installed and loaded ve0k oNy. Apptcablty of design parameters and proper Incorporation of component is tesponslblNty of buNding designer - not truss .:. El designer. BracingshownIslotlateralsupportofIndividualwebmembersonly. Addttlorwl temporary bracing to Insure slablity during construction is the responsibility of the erector. Addltional permanent "oIng of the overal structure is the tesponsAaNlty of the building designer. For general guidance regarding fabrication, qualty control, storage, delywy, erection and btacIng, consul OST-04 Quality Standard. DSB-89 Bracing Specification, and Hit-91 Handling Mp stallinand Bracing Reeommendolionavailable from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 134 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat, building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. it c2 Q 2, Cut members to bear tightly against each14other. o WEBS J5 3, Place plates on each face of truss at each 4 x 2 orientation, locateFor cc joint and embed fully. Avoid knots and wane plates /8" from outside edge of a o X at joint locations. truss and vertical web. a 4, Unless otherwise noted, locate chords lacesp' 4uVoat 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 18 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating formal refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING 9nA ME FORM018,019 Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTek® 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 01 "3 Mitek Holdings, Inc. CLIP r Job russ Truss ype ty y 14857677- DR173,2E K ROOF TRUSS 6 1 Job Reference (optional) TIM 5.U00 s meb 19 2003 Milek Industries, Inc. ay : : age 1.0.0 5 0 0 1.0-0 5-0-0 3 Scale = 1:13.9 5.00 F12 2 4 2x4 5-0-0 5-0-0 LOADING (ppsf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) We - 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/defl = 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/sizO 3 -155/Mechanical, 2 = 335/0-8-0, 4 = 46/Mechanical Max Horz 2-1370oad Case 5) Max Uplift 3=-1490oad case 5), 2=-1260oad case 41 FORCES 0b) - 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, FL.Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WARNING - VerW design parssrnetsnlr and READ NOTES ON THIS AND RXVERSE SLOE BX"RE USE. w Design vaSd for use onty with Mliek connectors. This design Is based only upon parameters shown. and is for an Individual building component to be installed and loaded vertically. AppSaabMlly of design parameter and proper IncofporaWn of component is responsibsty of building designer - not truss designer. Bracing shown is far lateral support of Individual web member only. Additional temporary bracing to Insure dabSBy during construction is the responsibility of the erector. Additional permanent bracing of the overall shuclute is the responslblify of the building designer. Fof general guidance iegordng fabrication, quality control, storage, delivery, erecllon and bracing, consull OST-44 Quality Standard, DSI.89 Bracing Specification, and HIS-91 ® Handling Installina and Braohng Recornmendallon available from Truss Plote Institute, $83 D'Onohlo Drive, Madison, WI53719. MiTe Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to bath sides of truss and securely seat. All 1e„ 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 formal 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 4e continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca o WEBS IoI o U N cc a Ua I. -a c, 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 mi! 0 B ® Mffek® P TM CLIPEL O MYDiRO,MR AGenerai Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1"3 Mitek Holdings, Inc. 4 , • I Job ruse I russ I ype ty y 14857678 DR173,2E L ROOF TRUSS 8 1 Job Reference (o tional) s e f e n ustnes, nc. ay0709:44:5020031-aVell t-o-o 3o-0 Scale = 1:9.2 nd 5.00 52 0 N 2 1 20 - 4 1-0-0 .3-0-0 1-0.0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) -0.05 2 >298 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.09 1 > 143 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min 1/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4SYP No.2D TOP CHORD Sheathed or 3-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) 3=95/Mechanical, 4=-162/Mechanical, 5=422/0-8-0 Max Horz 5=860oad case 5) Max Uplift3=-92fload'case 51, 4=-162fload case 1), 5=-225(foad case 4) Max Grav 3=95(load case 1), 4=1090oad case 4), 5=422(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD1-2=28, 2-3=29 BOT CHORD 2-5=0, 4-5=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; It =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 3, 162 lb uplift at joint 4 and 225 lb uplift at joint 5. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert,#6634 NLVmmm - Ver{)')J desten parssmeters and Rmw Norss ON THIS AND JWVZMM SIDE BAWOM US6. Design valid far use only with MRek connectors. This design k based only upon parameters shown, and k for an Individual building component to be Installed and loaded vertically. AppR¢ablitty, of design parameter and proper Incoipoiatbn of component Is respontibaty of building designer - not truss designer. Siccing shown is lot latefol support of kldlvidual web members only. Additional temporary bracing to Insure stability duiing construction k the respcnslbikty of the ereetw.-Additional permanent bfbeing of the overall structure k the responsiblRty of the building designer. For general guidance regarding tabrtoatlon, quality conhot storage, deRvefy, erection and bracing, consull OST-aa Quality Standard, 031-89 Bracing Specification, and 143.91 Handling Instoilinp and Sraclrq Recommendation avaNPb abie fromTrussteInstitute. 5$3 D'Onolflo Drive, Madison, WI53719, MiTek® Symbols Numbering System A6eneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property 134, *Center plate on joint unless Damage Or Personal injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1/8 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. a WEBS J5 cc 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 3 , ; a: joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of U O a y _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices 4 length(' 6" fromatpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates, fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional IVfITeIC® engineer, ` 15. Care should be exercised in handling, TM PANEL CUP erection and installation of trusses. 01993 Mitek Holdings, Inc. FORM018,019 liAM6-P1AIL ® MR0.0 e a Job russ russ ype ty y 14857679 DR1732E L1 ROOF TRUSS 2 1 Job Reference loptional) TIM 5.0DO s zOb 19 2003 Milek industries, nc. a ay age 1-0.9 2.11.8 3 Scale = 1:14.0 5.00 F12 3x4 i 2 Li 4 2x4 I I 2-11-8 3x4 =I 2-11-8 LOADING(psf) SPACING' 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL ""30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min 1/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-8 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS ' 2 X 4 SYP No.3 REACTIONS (lb/size) 3 = 81 /Mechanical, 5 = 243/0.7-8, 4 = 28/Mechanical Max Horz 5 =12911aad case 4 Max Uplift3=-830oad',case 51, 5=-67(load case 4), 4=-32(load case 4) FORCES Pb) - First Load Case Only TOP CHORD" 1-2=35, 2-3=23, 2-5=-215 BOT CHORD 4-5=-0 WEBS>' 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 ; end vertical left 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, 67 lb uplift at joint 5 and 32 lb uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A WARMNG - VerVy design parameters and REM NOTES ONTZIM AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connector. This design is based only upon paiameten shown, and Is for an Individual building component to be Installed and boded vertically. AppOcabMly of design parameters and proper Incorporation of component is responslblMty of building designei - not buss Eldeslgnet, eracing shown Is for latetol support of Individual web members only. Additional temporory brocing to Insure stobMy during construction Is the tesponslblllly of the wootor. Addltbnol permanent bibclrng of the overall structure is the tesponsb4ity of the building designer. For general guidance regatding tabricatbn, quallly control, staage, delvery, brecllon and bracing, consult OST-ea Cualffy Standard, 08e•89 Vacing Specification. and HIS-91 1=® Handling Installlna and eraehq Recommendation avaNable horn Trua Plate Institute. 663 D'Onohb M'TeDrlve, Madison, WI53719. K Symbols PLATE LOCATIONAND ORIENTATION 1' A *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 cr For 4 x 2 orientation, locate 0 plates IW from outside edge of a trussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/ Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4e continuous lateral bracing. BEARING V nA 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 FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/ FHA ICBO SBCCI WISC/ DILHR 86- 93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217,9190 870040- N, 930013-N, 910080-N MiTek• General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. nNETM HYDRO- WRO 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, 1" 3 Mitek Holdings, Inc. Jcrb russ russ ype ty y 14857680 DR1732E 1-2-1 ROOF TRUSS 1 1 Job Reference (o _tional) s e r e n ustnes, no. Wed May 07 09:44:52age 2-1-8 2-1-8 5.00 12 Scale = 1:8.3 1 3 r-51c$ 2-1-8 2-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in Doc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.05 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) -0.00 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min 1/defl = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-1-8 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) 1 =91 /0-3-0, 2 = 72/Mechanical, 3 =19/Mechanical Max Harz 1-66(load case 5) Max Uplift 1 ="-241load case 51, 2=-69(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 28 BOT CHORD1-3=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 24 lb uplift at joint 1 and 69 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lie #45 161 MiTek industries, Inc. 14515 North Outer Forty Drive Suits 300 Chesterfield, MO, 63017 FL Cert.#6634 AwmxLNo - Verm dew jiswun rtere and n&4D NOTES ONTIAS AND PevER= BrDE Bwom use. Design valid tot use only with Milot connectors. This design k based only upon parametets shown, and k for an Individual budding component to be Installed and loaded vertically. AppBcabMy of design parameter and proper Inootporatbn of component is responsibility of budding designer - not truss designer. Biadng shown k tot Iatetal support of Individual web members only. Additional temporary bracing to Insure stability dwing constwction k the responsibility of the eteetor, Agdltbnat permanent btarcirng of the overall structure It the resporebWty of the budding designer. For general guidance regarding tobrloatlon, quality conhoL storage, delivery, erection and bracing, consult OST-81 Quality Standard, DSS-89 Bracing Specification, and NI!-91 MiTek® HandlingInstallingandSmaingRecommendationavailablefromTrussPlateInstitute, $83 D'Onotrb Drive, Madison, WI 63719. 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 I/a" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates, For tabular plating formal refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 0 cc 0 U a 0 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 FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING V n.4 Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® 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 s joint and embed fully. Avoid knots and wane 0 at joint locations. a 4, Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6' from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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 CLIP © 1993 Mitek Holdings, Inc. - FORM016,019 Job cuss Truss Type ty y HORTON 14857681 DR1732E 1.2-6 ROOF TRUSS 1 1 Job Reference ( tionaU s e r eIndustries, qC. a ay 07 09:44:52age 1-" 1-D-0 2.8.8 Scale = 1:8.3 00 12 2 1 4 i 0 = 2-e-e 2.6-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1,33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 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: 10 lb LUMBER BRACING TOP CHORD 2 X 4 5YP No.2D TOP CHORD Sheathed or 2-6-8 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 - 46/Mechanical, 2 - 237/0-8-0, 4 = 21 /Mechanical Max Harz 2-740oad case 5) Max Uplift 3=-67(load case 5), 2--123(load case 4) FORCES 0b1 - First Load Case Only TOP CHORD1-2=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 II; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL-1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection My others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 3 and 123 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 Q, ii'11RW40 - VerW dirs(prt pamrowtere grid Rti W NOT1 S ON ININ AND JWVBMW =Z BEFORS LM& lells•1® Design valid toi use only with MiTek connector. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertloapy. AppftobMy of design parameters and proper Incorporation of component is responsRbWly of buNftg designer - not truss designer. Brockng shown is lot lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the msponsiblllty of the erectot. Additional permanent brarckg is oftheoverallshuctumthe imponslbWid ty ofthebuildingdesigner. For general guidance iogoidlng labilcation. quality oonliol. storage. delivery. election and b;ocing, consuff 081-88 Quality Standard. DSB-89 tracing Rieatlon, and HIS-91 Handling Installing and Bracing Recommendation Recommendation availableoTruss Plate Institute, US D'Onohb Drlve, Madison, WI63719. M iTek 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 /s" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nall Joint/Plate Placement Chart. 0 cc U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTek® TM f---+'-fR+y PANEL CLIP FORM016,019 A&General Safety Mates Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with 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. Jab cuss Truss Type ty y 14857682 DR1732E M ROOF TRUSS 16 1 Job Reference to tional) s e r e n ustries, nc. a ay age 3 t-0-0 1.0.0 1.0-0 1-0-0 Scale = 1:5.5 5.00 12 2 1 4 1-0-0 2x4 = 1-" LOADING (psf) SPACING 2-0-0 CSI DEFL in hoc) 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 WS 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min 1/defI = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2`X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3--17/Mechanical, 2-177/0-8-0, 4-9/Mechanical Max Harz 2-45(load case 4) Max Uplift3--21(load case 6), 2=-117(load case 4) Max Grav 3 = 26(load case 4), 2 =1770oad case 1, 4 = 90oad case 1) FORCES 0b) - First Load Case Only TOP CHORD1-2 = 28, 2-3 =-37 BOTCHORD 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 1-17 lb uplift at joint 2. LOAD CASES) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Driv Suite 300 Chesterfield, MO, 63017 FL Cart. NW34 A WARMNO - V.,W detrtprs para..t— and XXAD NOTXX ON IBIS AND REVERSB SIDa BBRORB MO. tasr Design valid for use only wllh Mllek connectors. This design Is bated only upon parameters shown, and is for an Individual buNding component to be Installed and loaded vertically. ApplicabOy of design parameters and proper Incorporation of component is iesponslblitty of buNding designer . not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stabRty during condruation is the tesponslblNty of the erector. Addillonai permanent brTscing of the overaN structute is the responsloNlty of the buNdIng designer. For general guldoncs regarding tabrloatlon, quotly control. storage, doWery, erection and bracing, consul) QST•88 Quality Standard, DSI-89 Uaatng SpetalRaatlon, and HIN•91 Handtina bNlnp taliandIracine Recommendation avallable from Trutt Plate hb ttilute, 583 D'OnofrDrlve, Madison, W l 53719. M Tek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 10, 1'/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other, a WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 0 cc and embed fully. Avoid knots and wane plates 1/8" from outside edge of L O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsl splices at /4 length(* 6" fromceC, 06 panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J 1 J8 V 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 MtTek/Gang-Nafl Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade sppacified. ecified. 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, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials,. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeke engineer. 15. Care should be exercised In handling, PANEL TM CLIP erection and installation of trusses. 1M Mitek Holdings, Inc. FORI 18,014 tsaniO-nwtL H%MOAlRe a a a Truss Truss ype ty y 14857683 D9173QE M1 ROOF TRUSS 2 1 Job Reference 10 VI. May , s e I eIndustries, nc. a ay age l -1-0-Id o-11-e 1-o-e o-11-e 5.00 12 2x4 I I Scale • 1:10.4 2 1 BLDR. TO ENSURE CONN. TO RESIST HOR. MOVEMENT IS PROVIDED. 4 o-11-e LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) 0.00 5 >999 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 at LC LL Min I/deft = 360 Weight: 6 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 0-11-8 oc purlins, except end verticals. SOT CHORD 2 X 4 SYP No.2D SOT CHORD Rigid ceiling directly applied or 10-0=0 oc bracing. WEBS 2 X 4 SYP'=No.3 REACTIONS (lb/size) 3 =-31 /Mechanical, 5 - 201 /0-7-8, 4 = -3/Mechanical Max Horz 5=480oad case 4) Max Uplift3 - -3511oad case 51, 5=-72(load case 4), 4=-230oad case 4) Max Grav 3 = 50oad case 4, 5 = 201(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2-35, 2-3=-35, 2-5=-182 BOT CHORD' `' 4-5-0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.0psf; occupancy category II; exposure 8; partially;MWFRS gable end zone; cantilever left and right exposed ; end vertical left 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 35 lb uplift at joint 3, 72 lb uplift at joint 5 and 23 Ib uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#W34 WMMW • V rW design Pa tens and R&4,0 NOMB ON T$ HAMD IRNVIII RRE SMS Blit"PE t= Design valid tof use only with MITok connector. This design Is booed only upon parameters shown, and is tof an indNkduol building component to be Installed and kx:sded vtllcolly. ApploobMMy of design pommeten and proper incdaporotlon of component is responslbWty of building designer - not truss designer. Bracing shown is lot bleral support of Individual web members only. Additional temporary bracing to Irrsure stability during construction k the tesponsibility of the eteatot. Additional peimarront br)jcing atthe overall shuctum is the tesponsbility of the building designer. Fat 9enetal guidance regarding tobricatlon, quality conhot stofage, desvety, efocilon and bracing, co cull CST-$$ Quality Standard. DSI.89 $racing specification, and Nil-91 Handling Installing and Sfaclng Recommendm frb Recommendation available toMussPlate Institute, 5a3 D'OnoDrlve. Madison. WI 53719. M iTek Symbols Numbering System AGeneral Safety Notes PLATE -LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13A * Center pkste on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS ca 2. Cut members to bear tightly against eachca other, o WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate' 3 0 O joint and embed fully. Avoid knots and wane at oint locations. 1plates1/8" from outside edge of a S truss and vertical web. a 4. Unless otherwise noted, locate chords pfices r14V 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 JS J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating formal refer to the MfTek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension Is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING VnA FORM018.019 Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N 14! 0 M'iTek"' M MYDR0,4/l4 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 food 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, TU erection and installation of trusses. Cp1EL 01 M M tek Holdings, Inc. t s DIV1732E S ROOF TRUSS 3 11 14857684 FL 5.000 s Dec 17 2002 MiiTek Industries, Inc. Thu Mav 08 08:02:31 1SA 5.3-5 4.7-8 ail = LOADING (psf) SPACING 2-0.0 CSI DEFL in poc) Wall PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.04 6-7 >999 M1120 2491190 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 Well = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 5-11-8 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or9-3-2 oc bracing. WEBS 2 X 4 SYP`No.3 REACTIONS (lb/size) 4=308/Mochanical, 2-514/0-11.5, 5=429/Mechanical Max Horz2=232(loed case 2) Max UpIll14=-263(load case 5), 2--210(load case 2), 5=129(bad case 3) FORCES (lb),- First Load Case Only TOP CHORD1-8=24, 2-8-24, 2-35-1070, 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=4.2pst, BCDL=5.0psf: occupancy category II; exposure B; parbally,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for trussto truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 263 lb uplift at joint 4, 210 lb uplift at joint 2 and 129 lb uplift at joint 5. LOAD CASES) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert'. 1-8=-74.0 Trapezoidal Loads (A Vert: 8=0.0-to-4=483.1, 2= 1.7-10-5=-49.5 Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300' Chesterfield, MO, 63017 FL Cert.#6634 WA MIMO - Verft design paramscen a" READ !VOTES ON TWS AND RE VERSE & WE BERORE USE. Design vatd for use only with Mllek connectors. This design Is based only upon parametersshown, and Is for an Individual building component to be El Installed andloadedvertically, Applicability of design parameters and proper Incorporation of component Is responsibiltty of buildingdesigner - not truss designer, Bracing shown Is for lateral support of Indivkfual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the ersctot.. Additional permanent bilScho of the overall structure Is the responslatBy of the building designer. For general guidance regarding fabrication. qualify control, storage, dellvery, etectlon and bracing, consult OST-et Quality Standard, DSS-59 tracing Specification, and Hill-91 M iTek® Handling InstallingandBracingRecommendationavailablefromTrussPloteInstitute, $93 D'OnoUlo Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 12/• *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat, For 4 x 2 orientation, locate plates I/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 MQek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE 0 Q 0 U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Vn.4 Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N Is! 0 MiTek® MYDRO.A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . 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 0 at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, f 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 CLIP © 1"3 Mitek Holdings, Inc. k Job Truss Truss Type City Ply HORTON 10 14857685 1732E S1 ROOF TRUSS 2 1 optional) AtCCUSPAN-DH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc, Thu May 08 08:02:53 2003 Page 1 1-54) i 4-2-15 1." 4-2-15 9.2 3.54 12 2 2.4 = 5 1-7-13 2-1-7 4-2-16 1-7-13 0S11 2-1-7 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) -0.17 2 >146 W120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.30 1 >58 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.06 3 nla BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc pudins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. REACTIONS (lb/size) 3=91/Mechanical, 4=-172/Mechanical, 5=398/0-11-5 Max Harz 5=46(load case 3) Max Uplift3=-78(load ease 5), 4=-172(load Case 1), 5=-253(ktad case 2) Max Grav3=91(load case 1), 4=129(load case 2), 5-398(load case 1) FORCES (Ib);-First Load Case Only TOP CHORD - 1-2=29, 2.3=17 BOT CHORE) 2.5=-0, 4-5=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL-4.2psf; BCDL=5.OW, 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 girders) for truss to truss: connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 78 lb uplift at joint 3, 172 lb uplift at joint 4 and 253 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular. Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-74.0 Trapezoidal Loads (plf) Vert.. 2---0.ato-3=-78.5, 2=0.0-to-4=-21.2 Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A WAIWINO - VtrJ y design paraawft s and R&W NOMS ON THIS AND REVERSE SWZ BEFORE USE. Design vaNd for use only with MiTek connectors. Thb design k based only upon parameter shown, and Is for an Individual building component to be Installed and loaded vertically. AppNcabWty of design parameters and proper incorporation of component Is responsibility of building designer - not hues designer. Bracing shown k for lateral support of Individual web members only. Additional temporary bracing to insure stabOy during condiuctlon Is the responsibility of the erector. AddBional permanent bAichg of the overall shuclute It the responsbMy of the building designer. For general guidance regarding fabrication, quality conhol, storage, delivery, erection and bracing, consult CST -BB Quality Standard, DSB-89 Bracing SpecMeatlon, and HII.91 Handling tmtolllna and Bracing Recammendatlon avalloble from Truss Plate institute, 603 D'Onohlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, a"'*For 4 x 2 orientation, locate plates I/a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular Plating formal refer to the MRok/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING nA Indicates location of joints at which bearings (supports) occur, WISC/DILHR 870040-N, 93M13-N, 910080-N M Teke PANEL TM CLIP FORM018,019 OANa-N/uL M HMRO1MR.@ 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 1A 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, 'rf 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. Jdb rus Truss ype ty y RTON 14857888 D11732E S2 ROOF TRUSS 1 1 5 Job Reference (a tiona0 5.W0 s eb 1 "003 Mill ek InduWi—es, no. a ay age 1 5-0 4-2-15 1.Sa 4-2-15 3.54 FIT 2 tV 5 1 4 2x4 = 4-2-15 4-2-15 LOADING: (psf) SPACING 2-0-0 CSI DEFL in (Ioc) /defl PLATES GRIP TCLL 30.0 Plates increase 1.33 TC 0.20 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.05 1 >399 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 75/Mechanical, 2 = 213/0.11-5, 4 = 28/Mechanical Max Horz 2=450oad case 31 Max Uplift 3=-7611oad case 51, 2=-98(load case 2) FORCES _(lb) - First Load Case Only TOP CHORD 1-5 = 24, 2.5 = 24, 2-3 =-27 BOT CHORD 2-4=0 NOTES 1) Wind: ASC€ 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 76 lb uplift at joint 3 and 98 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1-5 = -74.0 Trapezoidal Loads (pif) Vert: 5=-0.0-to-3=-78.5, 2=-1.7-to-4=-21.2 Junaidie Budiman, FL Lic #45 1 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNING - Perm desrton immi esters and Rmw NOT68 ONrms AND Anwas6 am BalmiRe me. Design valid tot use only with MITsk connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded veil"lly. Applicability of design'potanreters and proper Incorpofatkxt of component is responsibility of building designer - not truss deslgnet. lasting shown Is lot lotaal support of Individual web members only. Additional temporary biockrg to Insure stability during construction is the responsibility of the erector. Additional permanent b ihclg of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, qualify control, storage, detvery, wectlon and bracing, consult CST-SB duality Standard, DSS-89 Bracing Specification, and HIS-91 M iTek Handling Iratallinp and Bracing Reeommendollon ovalloble horn Trust Plate Institute, 843 D'Onohlo Dttve, Madison, WI53719. 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. T 0 a: Lj"4* For 4 x 2 orientation, locate 0 X 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 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 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTek® PANEL TM CLIP FORM018,019 on a-nw (ID OfMR0, %A-0 General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1A 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. 16. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss Type ty y ROOF 14857687 173QE S3 TRUSS 2 1 Job ReferencnaRInc.nseIeindustries, e' ay 07 09:44:5ti 2W3 Page 1-511 4.23 1$11 - 4-23 3 Scale = 1:14.0 3.54 12 W 2 1 N 4 3X4 2x4 II 4-23 4-23 LOADING (sf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1,33 TC 0.18 Vert(LL) n/a n/a M1120 249/190 TCDL 7,0 Lumbar Increase 1.33 BC 0.04 Vert(TL) 0.05 1 >419 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min 1/defl - 360 Weight: 22 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No•2D TOP CHORD Sheathed or 4-2-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 3 = 79/Mechanical, 5 = 217/0-10-10, 4 = 27/Mechanical Max Harz 5=94(load case 3) Max Uplift3=-73(load case 5), 5=-920oad case 21, 4=-80oad case 3) FORCES 0b) - First Load Case Only TOP CHORD 1-2-35, 2-3=-23, 2-5--203 BOT CHORD 4-5=0 WEBS 2-4--0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4, 2psf; BCDL = 5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; end vertical left 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 73 lb uplift at joint 3, 92 Ile uplift at joint 6 and 8 lb uplift at joint 4. 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--2.7-to-3=-77.4, 5=0.0-to-4=-20.9 Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 OWARPMW - Verjjjl design psraawriters and R6M MOMS ON TM9 AND IWVZRW SIDE BEFORR U86. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is la an Indkidual building component to be Installed and loaded verticality. Applicability of design parameters and proper Incorporation of component is responslbiWy of building designer - not truss designer. Bracing shown is tot lateral support at Individual web members only. AddRbnal temporary Wacky to insure stabily during construction is the iespons"ty of the ereelor. AddRbnat permanent bracing of the overall structure Is the responsibility of the building designer, rwr generol guidance regarding iobrdeation, quality conboL storage, delivery, erection and placing, consull OST-aa Quality Standard, DSI.89 Bracing SpecRlaatlon, and ND-91 Handling IndoarM and Bracing Recommendallon available from True Plate Instllute, 583 D'Onohlo Drive. Madison, W I53719. M iT@k Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 134 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 1 TOP CHORDS 2, Cut members to bear tightly against eachc2ca other. O WEBS . J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o _ 0 a: joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 o a = at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices ryaat panel length(+ 6" from adjacent joint.) V C BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in JI J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel gradeg specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferringWISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M ITek® engineer. 15. Care should be exercised in handling, T C.LPEA erection and Installation of trusses. 1"3 M tek Holdings, Inc. FORW18.019 MIAIL W MyDRO." (10 4 :.40 f 6 Jab russ Truss Type ty y 14857688 D 173A S4 ROOF TRUSS 2 1 Job Reference ( tional s e t eIndustries, nC, ay age 7 5O 3-7-2 3 15 0 3.7-2 9.3 3..54 12 2 5 4 3-7.2 3.7-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.05 1 >420 8CLL 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 Well - 360 Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-7.2 oc purlins. BOT CHORD 2 X 4'SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (tb/size) 3=38/Mechanical, 2=198/0-11-5, 4=20/Mechanical Max Horz 2=33(load case 2) Max Uplift3=-50(load case 5), 2=-102(load case 2) FORCES 0b) - First Load Case Only TOP CHORD 1-5 = 24, 2-5 = 24, 2-3 = -25 SOT 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. 31 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 3 and 102 lb uplift at joint 2. LOAD CASEIS) Standard 1) Regular: Lumber Increase=1.33, Plate Increase -1.33 Uniform Loads (plf) Vert: 1.5 = -74.0 Trapezoidal Loads (plf) Vert: 5=0.0-to-3=-66.5, 2=-1.7-to-4=-18.0 Junaidie Budiman, FL Lic 945 161 MiTek industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Ced,#6634- 4& WARNM - Verft dratpn parameters and RJ! W MOMS ON T1A8 AID A ffVZIR 6 SM XBPORE UBE, Deslgn valid for use only with Mffek tannectom This design to based only upon parameten 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 biocing to Insure stability during construction Is the responslblMV of the elector. Additional permanent briscing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality conhot storage, dell"iy, erection and bracing, consu8 GST-88 Quality Standard, DSB-89 Bracing Specification. and N18.91 Handling Installing and Bracing Recommendation ovallobte from Truss Plate Institute, 583 D'Onoiio Do". Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4110, is/4 * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each other. a WEBS J5 o 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 a: joint and embed fully. Avoid knots and wane plates I/a" from outside edge of a 0 a X at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord s icesPI" I14at panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Placement Chart. FARTHEST TO THE LEFT. is the responsibilityJolnt/Plato of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead food deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, 101" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional 1 /A1 T1Y1iek engineer. 15. Care should be exercised In handling, TM CAUNPEiL erection and installation of trusses. 0A 1"3 M tek Holdings, Inc. FORMo18,019 HYDAO,A/R:0 e w r om= oz J-0-0 \ 13-6-0 BRG. IN ENTRY 10-4-0 L_ 8-6-0 o=d 1 A"A R 01l`: ALL BEARING WALLS T - - — 0 BE PLACED i i.. 1 PLY HGR, Y` CTICE.I) REVIEW ALL SPAN DIMENSIONS--BRG. WALLS I1PRIORTOSETTINGTRUSSES., ] I 2 PLY HGR, IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSL - _ — - WALLS SHOWN ARE TO BE BEARING., I d 3 PLY HGR. I SIGNED APPROVAL: X JOB NUMBER: DR1732E DATE: 3-6-01 — CCU SPAN CUSTOMER: D.R. HORTON PITCH` ABRG:BLoctx( LoAp;SHINGLES 5407-321-1440 BY: T,HJOB NAME: 1732 "E" ELEV. /H. 12" Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 mitemasters.xls PAM DESCRIPTION DRAWING 0 / REPORT # SERIES INDEX MASTER FILE NUMBER 1 i JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 , 2 : JINSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW IFLEX0028 11000 3 INDEX 4 INDEX,:' 6 JINSTALLATION DETAILWAYS SCREWS HORZ. SLIDING FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 INSTALLATION DETAIL W/TAPCONS HORZ, SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 INSTALLATION DETAIL SGL HUNG FLANGE WINDOWS IFLEX0029 11000 FLEX0020 11000 IFLEX0016 11M.100 & 2000 B INDEX .` 7 JINSTALIATION DETAIL W/#B SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 1 1000,1600 & 2000 FLEX0018 . 1000 & 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER WM BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001760 & 2000 10 FLANGE INSTALLATIONBETAILWITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 10001750 & 2000 11 INDEX .' MASTER 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FILE NUMBER 6 SLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLF- XO037IFLEX0021 1000, 1760 & 2000 1500, 1000 3 2000 13 INDEX ... 14 • ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS MASTER FILE NUMBER 6 .. FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES FLEX0027 1HMFINTR 150, 1000 & 2000 1000 / 1500 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE -CAPACITIES 1HMFLGTR 100011500 16 FIN TWIN HORIZONTAL. MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACIT S 1HMFLGTW f000Y 1500 18 FIN HORi 0 TAL MULLION SECTIONS / DESIGN PRESSURE. CAPACITIES . 1HMFIN 1000 11600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IIVMFIN 1000 / 1500 21 IFLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES JIVMFLG 1100011500 22 ' INDEX'!; 23 IFLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES IIVMHMFLG MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1100011600 2HMFINTR 12000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 2S FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 214MFWM 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FBI HORIZONTAL MULLION SECTIONS ! DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 IFLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES I2HMFLG 2000 30 IFIN'VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VWIN 2000 31 IFLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFLG 12000. x y, i l9us REVIEWED mum Paps 1 Or 1 WIMMS BY nORIDA EXTRUDERSmez; TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1A 53 1/8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW NCTL-210-1949-2 48 1/2" X 84 1/2" .SER. 1500 SINGLE HUNG NCTL-210-2318--1 53 1 /8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" NCTL-210-2678-1 108" X 72" SER. 2000 FIXED WINDOW SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. 80AFTEST CONCRETE OR MASONRY OPENING BY OtMERS ONE BT WOODBUCKBYOTHERS CAULK BIWTENWINDOWFLANGE L WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) SEE NOTES) vINDOVHEIGHT PERIMETER CAULK By OTHERS a CAULK BETWEEN lNDOW FLANGE L PRECAST 'SILL V/VULKEM 116 ADHESIVE CAULK OR APROVED EOL. ONE By WOOD CONCRETE OR OPENUBUCK91OTHERSASO0WRY Br %HERS CAULK BETWEEN WOOD BUCK L MAS'Y. OPENING BUCK WIDTH yv,. RA aWCa4H1 BY OTHERS SHIM AS REO'D 0. INSTALLATION ANCHOR FLANGE TYPE L/4- MAX, 3/16' 01A. 74OPCON VVNDOV FRANC SEE NOTES) SHOWN (SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16- VIA. TAPCON SHOWN (SCE NOTE 9) p MIN GLASS (TYP.) C EMBEDHENTLij SEE NOTES) SHIN AS REO'0. 1/4' MAX SEE NOTES) FLANGE TYPE vINDOv FRAM HEADER BUCKMIGHT FLANGE TYPE WINDOW FRAM SILL CAULK BETWEEN WINDOW FLANGE L WOOD BUCK PERIMETER CAULK BY OTHERS WMtDOv WIDTH STUCCO — BY OTHERS CAULK BETWEEN SECTION B-B NAVY. OPENING BY OTHERS F—IG WINDOW HGT. I K- WINDOW WTH. ELEVATION VIEWED FROM EXTERIOR TAPCON LOCATION CHART CALL TIP TO IL 1: N M, HEAD LOCATIONS IN JAM UP PSF SIZE TIP so "t TO C:D TO 022 74 x 211 C:0 u IJ D2` 74 X 31 3/I1 C,D L.O:E 1,J.K,L uAlIT. x SO 6/e C.D 9 -.O.E IJJIJ MJJ,Y 106 1/4 x 16 Ll .6 L 033 106 1/4 x 38 313 I B.C,C B.C.D.- I.JJc I I IJ.K.Lflui1 /4 % rB.C.0 4 °.C: F 1 J.KJ. G H I J.K T22 its x IJ T23 1I I X 36 3/8 B.C,C.i Aa.0 M U.K.L I IJ.K LTa11XwB.C.D.E A!.C.O.E,F I,J.K.I 1 KL X r.1,.L 1 A IJJLL 13 120 X 39 3/8 B.C.C. ' I,JJCL IJ.K.L 1 A:B C.0 v' A-.C.D,E.F 6 .K : 1 K 6020 72 X 24 I,J 5030 72 IS 36 C.0 4,C,Di tJ I IJ.K.L C.D B.CA,E IJJ(.L I tJ:K.L 7020 64 X 2A w IJ 7030 Bs x 36 B.t s; B:C.O.E IJ.K.L f.J,l(J. 7040 a4 X At B.C.E? C,D.E tJ.KI IJ.K,t 46 X 24 8030 IS 36 B.C.0 E 9.C.D.E IJJf.I IJJ(.L n 9sB.0 A.B.CAE IJ.K G M 1 J K 9020 SOB x 24 a.l r 9IC.D.E u IJJ(.L 9030 106 x 36 AA 0UC E A.S.C,D.E.F IJ.K.L Ij.K.L IJ,K.L 0020 120 x 24 L LJ IJ.K.LL1114OD30120X36B'C.rll 0040 120 X 46 8.C._._ C,D.E.F 1,Jcl fJ.K.L Hors. 1) SHIM AS REO'D. AT EACH wSA :ATION ANCHOR. 1+:,x. ALLOWABLE SHtu STACK TO BE 1/4-. 2) WINDOW FRAME MATERIA-: ALUU-NUM ALLOY 6063, 3) TAPCON WSTALLATION ANCHOR MUST BE OF SUFFICIENT LTt TO AC -EVE 1IN. EMBEDMENT *OF 1-1Is- INTO mASONRY OR CONCRETE. 4) USE SAICONRZED ACRr-4 CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE wfTM VULKEM 116 ADHESIVE- CAULK OR A:?RDYJ EDUAL. S) USE SWCONQED ACRYI-:C CAULK FOR PERMETER S"h AROUND EXT£R10R OF mND0w FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR oUANTtTY .LISTED mro NExT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REOA. B 7) CLASS THICKNESS MAY vARY PER THE REOUIREMEN-S Of ASTu E1300 GLASS CHARTS. B) LETTER CESIGmToj4S ON THE TAPCON LOCATION CART RIDICA-.z —ERE TAPCON ANCHORS ARE TO SE INSTALLED WHEN USNG THE EXTERIOR ELEvATION AS A KEY. 9) ALL FACTORY APPLIED e-3LES 2.0; DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED 1r'H /a S:REwS OF SUFFtCIE%' LTM. TO PROMDE MIN. S/B IN. EMBEDWrNT IN7,1 *00 BUCK. 10) APPUCAT. tON OF VULK.Ev 116 A ,ESNE CAULK AT E?AME SILL MUST COMPLY WITH SEN-m- MANS:ep.TUPEP"S RECOUSANDATIONS. 11) WHERE wocow IS INSTALLED n t4ASCNRY OPENING WITH A STRUCTUAL TWO V SLICK. USE 1'0 SCREWS OF SUFFICfEN t :SNGTH TO ACHIME 1-3/E' mm. EMBEOM:P.T AT A„ B.S:ALIATKNI FA:-ENER LOCA7)ONS. o SILL STOOL A' • INTERNATIONJBYOTHERS A OF FLORIDA EXTRUDERS SANFORD, Ff PRECAST Sltt ^`S TITLE: INSTALLATIC% DETAIL V/ TAPr.C'4S NORZ. SL IBrOTHERS 14• FLANGE vIN_'?V Xn% CuNf IGURA T ION- SERIES SECI ION A -A At F 21 2I2 DRAWN BY B3 APPROVED BY: v LtuL IL DATE 10/23/C 1 I SCALE: NTS DWQ: LEx0022 PkEPAR[ 5 11, PCJ' ew:t L APPLICatm ENGUtER1el.. Wet.. 250 1N1CxNAt1O'IK PKVT..:'..TE 250. MEAT-43V. F_s;kA jJ244 FAGK 4)7 903-0365 FAX 40: SHEATHING CAULX BETWEEN BY OTHERS WINDOW rim t SHEATHING INSTALLATION ANCHOR 09 SCREW --iTUC= OR SIDING BY OTHERS I• MIN TWO BY WOOD IBEDHENT(— /— BY OTHERS 1/4' MAX SHIM SPACE PERIMETER CAULK BY OTHERS T SHIM AS REO'O GLAZING (TYP.) SEE NOTES) cSEE NOTE 7) WINDOW WIDTH FIN TYPE _:. 24• C.C. FRAME MAX I (TYP.) HEADER A VINDOV j / EQUALLY HEIGHT SPACE ANCHORS WINDOW HEIGHTT TYP.) B PERIMETER CAULK BY OTHERS INSTALLATION I. ANCHOR 19 SCREW lrU`CID OR StD11+G Br OTMCRS CAULK BEtVCCk I WINDOW FIN _„J I•MIN. t WATMiNG SHEATHING JBYOTHERS EMBEDMENT SECTION A -A t A 111 6• NAx.—.I FIN TYPE 24• D.C.cT7P HAl(. (TYP.) VIN1bV FRAME SILL 6' MAX. (trP.) LEVATION VIEWED FROM EXTERIOR MARBLE SILL STOIDL BY OTF£Rs ai. y lx (++ +i+}L1.Tlf/1s sA„'-.• Y`• + d:LR 6J'L'S;i iSI4AirTc I/4' SPACE SHIM -- MAX. SHIM AS REO'D. SEE NK7Trr, TWO BY 'WOOD BY OTHERS WINDOW WIDTH TWO BY vwD B7 OTr4RS SHIN AS REO'D. SEE NOTES) 1/4' MAX. SHIM SPACE CAULK BETVE,N WDLDOW FIN t SHEATHING 1' NIK ENTBEpr,_NT GLAZING (TYP.)_j CSCE NOTE 7) PER1£ifR J. CAULK MEATHi(NGBYOTHERSBYO.MERS FIN TYPE WINDOW FRAME JAM3 STUCCO OR SIDING By 1NST ALLAIIDN OTHERS ANCHOR R3 SCREW SECTION E-B NOTES: 1) SHIM AS REOD. ADJKENT TO EACH INSTA4iAT10N AN6+CP. MAX, ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMMAA ALLOY 6063. 3) I(STALLATION ANCHOR MUST BE OF SLOTC!ENT LTH. TO ACHIEVE HMI. Eyi EDMENT OF I' INTO WOOD FRAME MEMBER. 4) USE SnXON IZED ACRYLIC CAL" BEMINO wNDOW F.N A' HEAD. SILL B JAMBS. 3) USE pt/CONIZED ACRYLIC CAULK FOR PER.METER SEA: AROUND EXTERIOR OF WINDOW FRAME, 6) CLASS THCKNESS MAY VARY PER THE RE:•JIRFMEN'S Or ASTM E1300 GLASS CHARTS... 7) INSTALL INSTALLATION FASTENERS AT 6' MAX. FROM COP_v£RS AND MAx. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. w'H ANCHCR SPACING AS STATED. 6 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73" x 71' Mac. RCPARED Dr PRODUCT t APRICATION ENGINEERING, INC.: 2% INTERNATIONAL KVT.. SUITE 2W. H [A' -ROW. FLCR:DA 22745 PHONE 4.7 DD5-e365 Ax 407 M-037 s SHCATHING CAUL06C WCrim LCBYDTMERSWINSHEATHING —\ INSTALLATION ANCHOR IB SCREW STUCCO OR SIDING OS - PERIMETER CAULK. or OTHERS GLAZtNO (TYP.) EC NOTE 7) VINDOV HEIGHT PERIMETER CAULK — BY OTHERS INSTALLATION ANCHOR t6 SCREW STUCCO OR SIDING By OTHERS CAULKsc1vEEN WINDOW FIN SHEATHING L SHEATHINGBYDTMERSTWOBY WOOD MFN 9r DTMERS WINDOW WIDTH 1/4• MAX. CAULK BETWEEM WINDOW FIN jEMBEyKMT' SHIM SPACE L SHEATHING TWO BY WOOD BY OTHERS SHIM AS RED•D. 1 SEE NOTES) I 1/4' MAX. I SHIM SPACEI' MIN EMBEDMENT SHIM AS QEO'D 1 UUU FIN TYPE SEE NOTES) Lj WINDOWFRAMEMEADERt GLAZING ( TYPJ SHEATHING SEE NOTC7) VINDOW VIDTH BY DINERS 24. Ot. FIN TYPE WINDOW B PfR.ME K MAX. A FRAME JAMB BY DINERS STUCCO IBI INSTALLATION TYPJ ANCHOR 03 SCREW SIDING BY DINERS SECTION B— B VINDO EOUAtIY SPACE FIN TYPE HEIGHT / / ANCHORS ( TIP.) WINDOW FRAME SILL B Cf 1 SHIM AS REO'D. ADJACENT TO CACH INSTALLATION ANCHOR. MARBLE SILL A Y MAX. ALLOWAB(£ SHIM STACK TO BE I/A'. STOOL BY 24. O.C. (TYPJ 2) WINDOW FRAME MATERIAL. ALUMINUM ALLOY 6061. OTHERS MAX. ( TYP.) - 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO 6' MA) L(TYPJ ACHIEVE MIN. EMBEDMENT OF I-ViTO WOOD FRAME MEMBER. A) USE SIUCOSNZED ACRYLIC CAUUt BEHIND WINDOW FIN AT HEAD. SILL k JAMBS. 1/4• MAX. T} SHIN SPACE I SHIM AS SEE NOTES) J I' M1Tl EMBEDMENT TWO By OByWOODSECTION A — A VATION =) USE SWCONCEO ACRY`UC CAULKFOR PERIMETER SEAL AROUSE EXTERIOR OF WINDOW FRAME. VIEW M X RIOR 6) CLASS THICKNESS MAY vA.4Y PERTHE REOLOREMEMTS OF ASTM E1300 CLASS CHARTS. r t + F f r,'_^Si,L r X +•1 7) INSTALL IWALLLTION FATENERS AT 6' MAX. FROM CORNERS i tf.i H tf. 'r''v'. 6 N. AND MAx. 24' O.C. DESIGN PRESSURE. CAPACITY OF t.F INSTALLATIONS WPM ANCHOR SPACING AS STATED, IS 70.0 PSF kc vxl. u- FOR ALL c.,AIA4LE SIZES UP TO SIB- X 49 S/B- MAX. r oR DA FXrRu.°c REV DESCRIPTION DATE IN1 FLORIDA EXTRUDERS INTERNATIONAL, INC.. SANFORD. FLORIDA TITL.E: INS'ALLATIDN DETAIL V/ #8 SCREWS HORZ. SLIDING FIN WINDOV XDX CONFIGURATION- SERIES 1000 DRAWN BY: BB APPROVED BY: DATE:12/ 17/01 1 SCALE: N. T. S. I DWG.: FLEX0029MIE ARC• B It: "GMT t A P IUTip•HENGINCEISM, IMC.. 2S0 ImTCRNATWML Kvr SITE M. HE47AIIOW. %DRIDA 32746 PmOC 407 905-0365 r" H07 12:-0356 CONCRETE Da CAULK B£TVEEN WOOD By WOOD CONCRETE OR TAPCON LOCATION CHART MASONRY OPENING BUCK t MA$'Y. D.4ENItKr INSTALLATION ANCHOR BUCK BY LITHERS MASDNR' OPENING L A.1 N IN Ht LOCATIONSIN JAMB BY OTHERS BY OTHERS 3/16, DIA. TAPCON BY OTHERS CALL TIP TOB.Y. ERR MmI _300V 36PV 7M: pP.Ts )bw 50W CHUCK WIDTH) 'j pXOrlNT SIZE TIP TO TO TO TO t0 TO ONE BT wool) 1/4' SHIN ^-y 3SPw SSW Isonr IWCx HY OTHERS D. p 1-1/4• MIN. FLANGE TYPE SPACE MAX.IN2 26 I/2 x 26 C C C G.M G.H elm v£EN EMBEDMENT WINDOW FRAM 2sSHINASREO'D. 1H3 26 11 X SO x3B5/ C C c G.H GM GMGJ+;NJ GMGpJAMB (SEE NOTES) 1k{ 1/2 /3 E C E G.„ CAULKBETWINDOW FLANS IM45 26 1/2 x 56 1/. C C C G. G.H GMJJ t YDOD 1M5 26, t/2 X 63 C C C G.M GMJJ GMJJ INSTALLATIONANCHORINS26t2x72CCCGmG.HJ.J G M. 3/16' DIA TAPCON 0 1 .H M ,M 1/ 4' SHIN 23 37 x 38 3/0 C C C C,H G M GM SPACEMAX. r 24 37 x 50 5/3 C C C cm C,HJ,J G ! .w RIGIDvlNYLELAZ! NG BE 245 37 x 66 3 C C C GJ+ GMJJ G'-jJ 2537x63CC [ GM GMJJ G -JJ GLASS ( TIP.) 26 37 x 72 c C C GM.iJ GMJJ E.FAm'uI (SEE NOTES) I/ x C ex e.0 am GM GMJJ , p3353,1/s x ss 3/6 34 53 1/9 x 50 6/s C ex :,C G.M GMJJ GMJJ STUCCO 345 53 1/$ X 56 1/4 C H.0 4,c GMJJ. G.HJJ E.F'G.`1JJ Br OTHERS 35 53 1/6 % 63 C B,C a:C GMJJ GMJJ E.F,GM;U SHIM AS REDID. I n x 7 C B.0 ea. GMJJ LF.CM.IJ E;F:,MJJ PERINCAULK cSfE NOTES) CAULK BETWEEN 023 74 X 383/3 8.0 HC I A3,C.0 GM GMJJ c JJ Yx By OTHERS (BBUCCK WINDOW FLANGE 024 7a x 50 5/s B.0 B.0 AS.C.D GMJJ GJUJ E F,G.MJJ FLANGE TYPE L WOOD BUCK v 0245 7a X. $6 1/ a 6,C OX AB•C.O GHJ.J Ef.GMJJ E F M,U WINDOW HEIGHT) 025 74 x 63 e,c B.0 AB.C.D GMJJ E.F.CMJJ G,.tJ• HEIGHT) WINDOWFRAMEPERIMETER74 x 72 S.0 B.0 A,S.C.O GMJJ E.F.CmuEf.GMJJ• HEADER CAULKSTUCCOI2OM24x4nGLASS (TIP.) By OTHERS BY OTHERS 2OW3OM 24 x 36 C C C C.H C'm cJ+ SEE NOTES) 2OM40M 24 X 46 C C C GM GM Gm WV. 2OW46M 24 x 54 C C C CM GM GMJJ VINDOV WIDTH) CAULK BETWEEN 2OU50M 24 X 60 C C C G.M cm G.H,LJ SECTION B— B vOQD'(` r c c c cM cHIJ I nAS'Y. OPENING 3OM20M X 24 M ,M G.n RIG19 VINYL NOHEM ES. Sr OTHERS 3OU30M36X36CCCG.N GM G RIGID , BEAD 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. A_LOWASLE 3OM40M 36 x 43 C C C GM G,NJJ GMJJ SHOD STACK TO BE 1/4• 3OU46M 36 X 54 C C C C.N GMJJ GMJJ t YPJ 2) WINDOW FRAME MATERIAL AIA"NUM ALLOY 6063. 30H 36 % 73OMSOM 36 X 60 CCCGMJJ GHJ.J E.F G jJ 3) INSTALLATXN4ANCHOR MUSTBEOFSUFFICIENTLM. TO ACHIEVE YIN. Y; PERINETER FLANGE TYPE EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4ptA30M 46 X 36 C C H.0 GM GM GMJJ CAULK WINDOW FRANC 4) USE SKICOMZM ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEM A 4OM40M 43 X 48 c C e,C GM GMJJ GM,1J BY OTIERS JAMBS- SILL MUST BE ATTWL ACHED TO THE SUBSTRATE WITHIEM4pM46M46XS4C C B.0 GM GMJJ GMJJ SILL 116 ADHESIVE CA K OR APPROVED EOUAL 4OM50M 46 x 60 C C S.0 GMJJ CJU.J E,F.G.MJJ5) vU S& CONZED ACRYLIC CAULK FOR PERIMETER SEAL ARO(RO 40M601N 4e x 72 C C B,C G.n J GMJJ f H M EXTERIOR OF WINDOW FIANCE Mc M H M V 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CMART, USE 4SM30M 54 x 36 C S.0 B.0 GM GM GMJJ ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOP. THE 46M4014 54 X 46 c B,C 39.0 mJG.M GMJJ GM.LJ APPROPRIATE DESIGN PRESSURE REO'D._ 46M46M 54 X 54C e.0 B.0 G,HJJ G.MJJ E;F,G.MJJ 7 CLASS THICKNESSMAYVARY PER THE REOVIREMENTS OF ASTM E1300 46w50M S• X 60 C B.C. 9,C G.HJJ GMJJ E,F,GMJJ a MS4 % 72 CS. 0 c.0 CHIllF I c V GLASS CMAP,TS. OM % 4 . GM GM CH CAULK OETWEEN O 6) LETTER DESIONATIONS ON THE TAPCON LOCATION CHART INDICATE 50M30M 60 x 36 C B.0 B.0 OM GM GMJJ WINDOW FLANGE INHERE TAPCON ANCHORS ARE TO BE INSTALLED wH M VS94 ?ME 50AN40M 6O X 46 C B.0 e.0 GM GMJJ G.HIJJ 1 PRECAST SILL EXTERIOR ELEVATION AS A KEY. SOMa6M 6C X 54 t B.0 5.0 GMJJ G,HJJ Ef,GMJJ YivuLICEN 116 PRECAST SILL ISE CTiO I A -A 9) ALL FACTORY APPLIED MILES NOT DESIGNATED FOR TAPCON ANCHOR s0 z 60 C B.0 B.0 GMJJ GMJJ E.F.GH.0 ADHESIVE CAULK BYOTHERS SHOULD BE FILEO WItH I6 SCREWS OF SUFFICIENT LTA. TO'PROVIDE 60 X 72 C B.0 B.0 G,MJ.J. £.F•CJMJJ E,F,C.HJJOR APPROED EOM. Mm. 5/ 3 w. EMBEDMENT INTO WOOD euCX( SEEM 66 x 36 e c S.0 A.B.0 . C. GM GMJJ W.V. 10) APPLICATION OF Wu(EM 116 ADHESIVE CAULK AT FRAME SILL MUST 5 - 66 X 46 O _ e.0 A .C.3 GM GMJJ G.N1JJ FA COMPLY WITH SEALANTMA UrACTUREP.'S PECOMMENW-06. SSMa6M 66 X SA E C S.0 B.0 : GMJJ GMJJ E FG.HJJ 17) ow- AowpoNAL FIELD OP, ILLEO A INSTALLED AMCHOF 11REO'D. w 56M50M 66. x 60 e C 8.0 A.a;C:' GMJJ E.F,cm.0 Ef.Gm u C D EACH JAMB ON THE FOLLOWING SIZES: 'D25- (73 Y 62). '026- 56MSOM 66 X 72 Bc e.c A.z.C.: GM,u E.F.GJM:u EFG.M r 73 x- 71).-56M60M• (65 x 71). A-5^060M' (71 171). PLACE 'e ._ -.L (,.J+ M ANCHOR BETWEEN ANCHORS 'C AND I" AND BETWEEN ANCHORS 'H wM3OM 72 X 36 ex B.0 A.3.C.: GM G.M GMJJ72 X A6 e.0 S'c A 9.0 CM GMJJ c."JJE ( / AND J' OVER 55PSFONLY. iO61VN 72 X 54 a B;c Ar:G.: G.HJJ G.HJJ E F:GMJJ 12) WHERE WINDOW IS INSTALLED IN MASONR- OPEN" W17H A STRUCIUAL 60M50iM 72 X 60 S.0 B,C A,3.0 : GM.0 Ef.GMJJE,F.lm w TWO BY W000 BUCK. LISE / 10 SCREWS OF SUFFICIENT LENGTH TO 71 X 72 C 6:C AB.0 . G.N I E.F GJM.NJ F n I W.H./ r_ F ACHIEVE 1-3/6- INN, EMBEDMENT AT AL 1NSTALATION FASTENER ADDITIONAL AN'. RS RE.'D. SEE NOTE 11 LOCATIONS. ON SIZES NOTED INNOTEI11ADDAJ:0 SCREW j 1 H ANCHOR To EACH JAMB FOR NOTED DESIGN PRESSURES, 1 INTERNATIONAL, IDAFLORIDA EXTRUDERS , R TITLE: j NSTALLATION DETAIL W/ TAPCONS I J A X fHORZ.SLIDING FLANGE WINDOW — SEP.!:ES IOOG' i?r4 7PtIQs DRAYiN BY:B$ APPF#)YED BY: A ELEVATION U-M F", VIEWED FROM EXTERIOR _ _ 5.t.. 4 DaTE:iO/3/01 scaLe:NTS DWG.: FLEX01720 PP.EPARE: Dr, PRORCT L 4PPLICATIONEN4I+E.ER:M:. INC. 250 WTERRA*I?YL h1WY_ SU:TE 2W. r.24;0A 327.E P.W +:7 s05-065 Fa4 42, i45-03i! r E f ` r y y OHS By WOOD BUCK BY OTHERS CAULK BETWEENWINDOWFLANGE L WOOD MK STUCCO J By OTHERS PERIMETER CAULK BY OTHERS RIGID WIN% GLAZING BEAD L (TYPJ CAULK BETWEEN CD14CRETE OR VDOD BUCK 6 rMASONRY OPENING MAST. OPENING BT-OTHERS IT OTHERS 1 6 1-1/4' MIN. 4 EMBEDMENT INSTALLATION ANCHOR 3na' DIA, TAPCON SHIM AS REO'D: 114' 11AI(. SEE NOTES) FLANGE TYPE WINDOW FRANC HEADER GLASS h _ (TIP.) CSEE NOTES) B.W. CBUCK WIDTH) INSTALLATION ANCHOR ONE By WOOD 3/16' DIA- TAPCON BUCK BY OTHERS —\ SHIM AS REO'D. RIGID VINTLCIE£ NOTES) 1/ t' MAX. GLAZING BEAD TYP.) _ GLASS TTPxSEE NOTES) y, 1-1/4• HDl CNBEDNENTD SILK CO BY C THERS v O FLANGE TYPE f WlNpov FRAME JAMBCAULK BETWEEN CAMK v WINDOWFLANGEPLWOODBUCKBY OTHERS W. V. EIGHT) ( VINDOV VIDTM) BUCK CAULK BETWEEN HEIGHT) WOOD BUCK L CAULK BETWEEN WINDOW MAS'7. OPENINC FLANGE 6 PRECAST SILL BT OTHERS V/ WILKEM 116 ADHESIVE SECTION B-B CAULK. OR APRVILL EOL. FLANGE TYPE CONCRETE OR PERIMETER WINDOv FRANC MASMI(Y OPENING CAULK SILL By OTHERS BY OTHERS 9 c I W. W. F PRECAST ML 11 a BY OTHERS M FA B C . NOTES, SECTION A —A 1) SKIM AS AEO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE D E SHIMSTACKTOBE3/4'. 2) WtND091 FRAME MATERIAL ALUMINUM ALLOT 6063. 3) WSTALLAAON ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHEVE NMI. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. N 4) USE SuCooZED ACRYLIC CAUL( BEHIND WINDOW FLANGE AT HEAD p ' JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRA7,EWITH J B K B O VULKEM 116 ADHESIVE CAM OR APPROVED EOUAt- 5) USE SILICON9ZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. F G ICr.1 EXTERIOR OF WINDOW FLANGE. V 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OVANMY LISTED WITH NEXT LARGER 4ZE. FOR THE y f APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REEOLOREMENTS OF ASTM Et300 GLASS CHARTS. V B) LETTER DESC A14NS ON THE TAPCON LOCATION CHART INDICATE H Iry wr1ERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE I EXTEWIOR ELEVATION AS A KEY. FLORIDA EXTRUDERS INTERNATIONAL. INC 9) ALL PACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON SANFORD, FLORIDA ANCHORSHOULDBE.FILLED WITH /6 SCREWS OF SUFFICIENT L7H. , TO PROVIDE WL 5/8 94. EMBEDMENT INTO WOOD It". A 10) FLAMM EXTRUDERS Iwo SvKs SINGLE NUNG.IS SHOWN. THIS TITLE: INSTALLATION DETAIL SPftdERIES ALSO, APPLIES TO THE fLORIOA EXTRUDERS 1500 AND 200o E L E VAT I 0 N S¢t¢s SIMLSO, A PLIES"UNS. T SGL. HUNG FLANGE u1NDOvS -SERIES 1000 , 1500 8 2000 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A . STRUCTUAL TWD BY WOOD BUCK, USE Ito SCREWS OF - VIEWED FROM EXTERIOR - - DRAWN BY: BB APPROVED BY: SUfF1GIENT LENGTH TO ACHIEVE 1-3/6- MIN. EMBEDMENt AT N ; ' I s -SI DATE: I O/O9/OI Isc/1LE: HITS DWG.: FLEXOOI6 ALL 9NSTAuAWNFASTENERLOCATIONS. N EkrmU 4 INC.. 250 WTERMARONAt PKT.. SWE 250. NEAtMRDW. ROMDA 3YJ46 PHONE 407 005-OMS FAX 407 W5-0366 M.C+AREDS^. F11000CT A,APIUCA.-XI TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAVS SIZE SIZE 301v TO 4OPSF 4IA67 TO 70PSF 30-SF TO 401v 4SPU TO 7>V 12 1B 1/3 X 25 B B F.c F,c 13 16 1/3 X. 37 3/6 B B F.G 614 ie 1/6 X 49 5/6 B B F.G I,c 145 1e / a X-$5 1/4 B B F.G F.G 15 16 1/1 X 629 B F.c - G16 1. 1/9 1 71 B B f c F.G.NJ 17 19 1 X 23 1 F FG IN2 25 1/2 X 25 B B 1H3 25 1/2X 37 3/6 B B F.G F.c tN4 25 1/2 X 49 5/0 8 B F.c F,C.M1 1M45 25 1/2 X 55 //a B B F.c F,G,NJINS 25 t/2 X 62 B B F.G IND 25 1/2 A 71 B B F.c Fo.MJ iM7 1 X $3. B F,G,J,KF.cJ.4 30 1/ 2 25 r 3D 1n . 36 3/6 29 1n X 37 3/e B B F,c fA 30 1/ 2 . 30 5/3 29 1/2 X 49 5n B B F.c F.c.MJ 30 1/ 2 . 54 1/4 29 1/2 X 55 1/4 B B F,6 F.G ru 301/ 2 . 63 29 1/2 X e2 B B F.G F,G.HJ 30 1/ 2 . 72 29 1/2 It ?I. B B F,G.HJ F,G.HJ 30 1 2. 64 29 1/2 X 63 B B F.G.JJ( F.G.I.K 23 36 x 25 36 K 37 3/6 B B F:G F.t 2436 X 49 5/0 B B F.G F•G•r.J 24536 X SS 1/. B B F.c F•G.hJ 25 36 x 62 B B i,cJIJ F,C.HJ 26 71 K BB F,G.M,1 7 X B B F,G.J.K F,G.HJ.Ja 4 a 26 42 . 34 3/6 41 X 25 1 X r 3/6 B B F.c rAmi42 . 50 5/6 aT X 49 5/6 B B BB F.G F,cJ1J F,G. MJ 4G,HJ N2 . 561/4 42 K 63 41 1 55 1/4 41 1 62 B B F,cJ41 D.Ex.G." 42 , 72 41 X 71 B B G.M.1 D,E.F,GJ'.) A7 aA 41 X e3 - F ;h IK F•c.M."A 6 46 , 3113/ e 47 X 25 47 X 37 3/6 B A. A.0F.G F,6JU 46 , 50 S/5 41 X 41 5/6 8 B A. 0 A.0 F.0 F.G,MJF,O.I'JF.clU 464561/4 46 K 63 47 1 S5 t/a F•G.MJD.U.0 wJ 46 . 72 47 X 7, B A.0 F.GJU D.E.F.0 miAA 4 47 1 63 LI 32 52 1/3 X 25 B A.0 F,t 3352 // 6 x 37 3/6 B A.0 IA F,JIV 34 52 1/6 X 49 5/e e A.0 F.GJIJ F.G.") 3451 S2 1/6 X 55 1/4 B AC FAAJ D.LF.GsIJ 35 52 1/9 X 62 B A,C F,c.HJ D.E.F.6J(J 6 52 fro X 71 B A.0 F.C.H) D.Ef.GJ1J 37 52 1/6 X e3 01C F.OJ.KO.Ef.G.JJI.J.K 37 SIZE NOT •VAKABLE IN 1000 OR 1500 SERk-S. R CAULK BETWEEN SHEAir1lNG wil FIN L BY OTHERS SHEATHING INSTALLATION A!$HM . RB WOOD SCREW STUCCO By OTHERS PERIHETER CAULK BY OTHERS WINDOW HEIGHT GLAZING IT SEE NOTES) PERIMETER CAULK BY OTHERS 1' HIM EMBEDMENT TWO BY WOOD BY OTHERS SHIN AS REO'A SEE NOTES) I/ MAX. SMBM SPACE J FIN TYPE WINDOW FRAM HEADER GLAZING tTrP.) SEE NOTES) FIN TYPE WINDOW FRAM SIMARDLE SILL STOOL BY OTHERS w— vINDCW WIDTH SHIM AS REO'D. - cSEE NOTES) 1/A' MAIL SHIN SPACE TWO By WAD STuD BY OTHERS C N A {YOSJInh% 1 11 MIN lY> EnBEDr Ni SA +_ r f.AA+' J} GLAZING (TE) jf (SEE NOTES) kAs WINDOW 71 8 B 2.• D.C. NAx. (TYP.) COLIALLY SPACE WINDOW ANCHORS (TYPJ HEIGHT j— TTPJJL(ll Max. (irPJ ELEVATI N VIEWED FROM Ex7ER10R SHEAtHING BY OTHERS CAULK BETWEENFINTYPEWINDOWFIN WINDOW FRAM L SHEATHING JAMB . PERIMETER INSTALLATION ANCHOR CAL1.K RB WOOD SCREW BY CTIl STUCCO BY C•THERS SECTION B-B NOTES. 1) SHIN AS REO•D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SMm SACK TO BE 1/4 2) WINDOW -FRAAE MATERIAL- ALUMINUM ALLOY 6063:. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIM. 70 ACHIEVE MIN. EMBEDMENT, OF 1' INTO WOOD BUCK. a) USE SIUCOMZED ACRYLIC CAULK BEHIND WINDI FIN AT HEAD. SILL Q JAM?S. S) USE SI COMIZED ACRYLIC CAULK FOR PERI)(Rr_R SEAL AROUND EXTERIOR OF W?JDOw FRAME. 6) IF EXACT wINDOw SIZE 6 NOT LISTED IN ANCHOR CHART. USE ANCHOR Oul LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE P.EOUIREMENTS OF ASTM E1300 GLASS CHARTS. B) FLORIDA EXTRUDERS IOW SERIES SINGLE HUNG 6 SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EIR60ERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. INSTALLATION ANCHOR tv0 By WOODB18WOODSCREWByOTHERS STUCCO by OTHERS REV DESCRIPTION DATE INI FLORIDA EXTRUDERSCAULK •BETvEEN WDIDDW fIN SHEATHING L SHEATHING BY OTHERS .. 1•HIN. TITLE: INSTALLATION RETAIL W/119 SLi SECTION A -A EMBEDMENT SING-E HUNG FIN VINDDu - SER3_ LK1 ;r ) , i ` . x DRAWN BY: B9 APPROVED DATE:12/13/01 ISCALE: N. T S DWG.:FLEx0026 SHT I OF 2 earo- f, a rY . A trATi^ rM iwrtIML_ tw. no IMTERWtx3 PKWT._ Solt[ am nrx- -, rtrol" 2274A PM^_1E 407 IN5-O3fiS FA:.67 111 SIP 7 CONCRETE 13RNASOHTCIPE1#04 BY OTHERS r SUCK O'OT WOOD CAULK BETWEENVSNDOWFLANGE 1\\ a Y LUCK \ D STUCCO -.l BY OTHERS PERIMETER CAULK By OTHERS GLASS (TYP.) SEE NOTES) Wx EIGHI) PERIMETER CAULK IT OTHERS a CALLK BETWEEN \ WINDOW FLANGE -] PRECAST SILL W/VuLKEM U6 ADHESIVE CAULK OR APRv D. EOL. INSTALLATION ANCHOR3/I6- DLL TAPCON CAULK BETWEEN NAlucicY. OPENING; BY OTHERS TYP.) , 1/4, HIM. (SEE NOTES) A.BEDMENTFGLASSof .tyrj• pCA S SKIN AS REO•D, 1/4' MAXSEENOTES) FLANGE TYPE WINDOW FRAME RIDGED VINYL W.W. GLAZING READ i B.M. BUCKHEIGHT) B B RIDGED VINYL GLAZING READ W.H. B.W. CRUCK WIDTH) SHIM AS REO'D. 1/4- MAX cSEE NOTES) RIDCCD VINYL GLAZING BEAD I"• "'` CONCRETE OR1E"KDKwT MASONRY GPENUNG BY OTHERS D INSTALLATION, ANCHOR 3/I6' DIAL TAPCON . . v C ` ONE BY WOOD BLOCK BY OTHERS v FLANGE TYPE / o WINDOW FRAM[ CAULK BETWEEN WINDOW FLANGE PERIMETER WOOD BUCK By OYdRS CAULK BETWEEN WOOD BUCK & Y.W. NAVY. OPENING WINDOW VIOtM) Br OTHERS STUCCO BY OTHERS SECTION B—B 24- = MAX (TTP-) FLANGE TYPE WINDOW FRAME 6- MAIL.(TYP.) V i v PRECAST STL.L BY OTHERS S CTION A —A_, ._._. A ELEVATION VIEWED FROM EXTERIOR TTj SHAY AS REO'D. AT EACH INSTALLATION MiH.MOR. MAX. AtLOMIABI.E SMMN STACK TO BE 1/4-. 2) W94DOW FRAME MATERIAL* ALU "JM ALLOY 6063. 3) 3/16- DIA TAPCON RSTAUAT'ON ANCHORS MST BE OF SUFFICIENT LtfM. TO ACJIEVE MIN. EMBEDMENT OF 1-1/4-INTO MASONRY OR CONCRETE. T MEAD & dAMHS. SILL MUST BE4) USE SLICOraZEO ACRYLIC CAULK ODWO Y17IDOM FLANGE A. ATTACHED TO T)E SLl85tRI(It WITH VULKEM IIf AOMESv CAULK OR APPR5) USE SILICOMIZED ACRITIX CAW FOR PERIMETER SEAL AROUND EXTERIOR OF "'N"Dow Al"CE. O+fO EOMY4 6) IF EXACT WIDOW SIZE IS NOT USTEO IN ANCHOR CHART. USE ANCHOR OWNM LISTED *'IMNEXTLARGERSIZE. FOR THE APPROPRIATE DESXRI PRESSURE REOro. 7) GLASS THCKNESS MAY VARY KER THE REQUIREMENTS OF ASTM 91300 GLASS CHARTS9) WHERE SPACING BETWEEN TAPCON ANCMCRS EXCEEDS 24 IN. O.C.. It SCREWS'OF SUFF"t-1LTM. TO PROLnDE MIN. 5/4 AN. EMBEDMENT INTO WOOD SUCK SHOULD BE INSTALLED. 9) FLORIDA EXTRUDERS 1000 SERIES FUMED WINDOW 6 SHOWN. THIS PRINT ALSO APPLIES TO THEFLORIDAEXTRUDERS2000SERIESFIXEDWWOOwS. P, IN ..- 10) SEE BACK OF INS SKI. FOR ANCHORREOUIRENENTS 1T) APPLICATION OF VULKEY TT6 ADHESIVE CA•nK AT FRAME SILL MIST COMPLY WITH SEALANT YANUFACIURER•S RECOMMENDATIONS. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WItH A STRUCTUAL Two BY WOOD BUCK. USE 110 SCREWS ,OF SUFFICIENT LENGTH TO ACHIEVE 1-3/B' YIN. EMBEDMENT. 13) WnNDOW UNITS CAN 9E MLP L.EO TO OTHER UHRTS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR RECUIREMENTS. IIItTERNATIQNAL.' I:CFLORIDAEXTRUDERSSARFORD. FLORIDA TITLE:INSTALLATION DETAIL W/ ONE BY BUCK FIXED FLANGE WINDOW - SERIES 1000 & 2DO0 DRAWN BY: S33 APPROVED BY- i DATE: IJ/22/0i SCALE: NTS DWG.: FLEXOOIS SHEET I CF 2 PREPARED BT:IreooVCT i[EG•WLM COMP- 2SO MTIfiNNOMAt PKN , Su/E ZW, mEATMOW FIOWA 32766 PMOME 407 aO5-03&5 FAX 4pT 6C5-:34; SHEATHING BY OTHERS CAULK BETWEEN wtkDQv FIN aSHEATHING INSTALLATION AMC" 08 SCRE W EXTERIOR FINISH BY OTHERS — CAULK BY OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR — 48 WOOD SCREW EXTERIOR FINISH BY OTHERS P i' MIN. EMBEDMENT WOOD FRAMING BY OTHERS Np L gi,(DRIDA B.O.A•F' t SHIN AS REO'D. SEE NOTES) 4L ACC NAW•. 1/4' MAIL r yu. SHIM SPACE v . eYt•6'R F1L`U iTiaA " GLAZINGOT) cSEE ROTE 6) FIN TYPE WINDOW FRAME GLAZING cSEE NOTE 6) CAULK BETWEEN )•MIN. + WINDOW FIN EM3£DMEN; L SHEATHING SHEATHING BY OTHERS SECTION A -A HEIGHT FIN TYPE WINDOW FRAME SHIM AS REO•D, 1/4' MAX. SEE NOTES) WOOD FRAHSMG BUCK BY OTHCRS EXTEP" FIN TYPE WINDOW FRAME A -o' ELEVATION VIEWED FROM EXTERIOR WINDOW WIDTH i 1/4' MAX. SHIM SPACE WOOD FRAMING y/ BY OTHERS SHEATHING 3Y OTHERS INSTALLATION ANCHOR t7 s3 SCREW CAULK BETWEEN WINDDv FIN L SHEATHING SECTION B-B ExTERIOR FINISHPERIMETER CAULK BY OTHERS BY ZITHERS NOTES, 1) S14IM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO Sc' 1/4. 2). WIDOW FRAME mATER:AL: ALUMINUM ALLOY 6063. 3) tmVALUTION ANCHORS MUST BE OF SUFnCKNT LENGHT TO ACHIEVE MIN. EMBEDMENT OF I" INTO WOOD FRAME. 4) USE SRICONIZED ACRYLIC CAULK FOR PERIMUER SEAL AROUND. EXIEFJOR OF W94DOW FRAME. 5) USE SJUCONIZED ACRYLIC CAULK BEHIND W DOW nrL 6) CUSS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM £13DO CLASS CHARTS. SINGLE GLAZING TS SHOWN. INSULATING CLASS ALSO OUALIFIED. 7) FLORELA EXTRUDERS 2000 SERIES FKED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPUES TO THE FLORIDA EXTRUDERS 1500 AND 1000 SERFS PICTURE WINDOW. B 8) SPACE INSTALLATION ANCHORS AT 6' MAX. FROM CORNERS AND MAX. 24' D.C. DESIGN. PRESSURE CAPACITY OF INSTALLATIONS. NIT- ANCHOR SPACING AS STATED. 6 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 TU'E MULLION. SEE MULLION _ INSTALLATION SHEETS FOR RECIREMENTS. v. 12VZ PARED By: PROOLCT TECnNOL= CORP- I / 13/ UC IZ&ALL: ry. 1 . J PKwi. 5•:IKF 250. LAKE way. FLO&DA 32746 BOS-0365 FAX 407 005-03U A) CAULK DEiv£.tN WINDOW FLANGE t '-'ODD DUCK CONCRETE DR MASONRY OPENING DT D:IERS XTER:ap riNiSM By OTHERS PERIMETER CAULK IT DTrERS WINDOW FRAME MEAD EXTERIOR GALLIC ICTVCEN VOOD SUCK t MASONRY OPENING DY OTHERS ONE By VGGD DUCK IT OTHERS ri4IE5: 1) SHIM AS REO'D AT EACH INSTALLATION ANCHOR WITM LOAD BEARING SHIN. MAX. ALLOWABLE SKIM STACK TO BE 1/4-. 2) wNDOW FRAME lust-RIAL: ALUMINUM ALLOY 6063. INSTALLATION ANCHOR 3) 3/,6' CIA. TAPCON IN$TµLATION AW-)IDR MUST BE OF SUFFICIENT 1t". TO 3/16' DIA. TAPCON ACMI-LA MIN.. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. PLACETAPCONAMCMDRS6- FROM CORNERS i 24- 0. C. MAX. ALL FACTORY APPLIED HOLES NOT DESIGt+IwtED FOR TAPCON ANCHORS SHOULD BE FILLED VAIN 16 SCREWF SUFFICIENT LIM. TO PROVIDE MIN. 5/6 Pg. EMBEDMENT INTO w000SO d BUCK. 4) wYEHE wINDOw IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO By1/ 1 1- MIN. 1/4'IENtEMBEDEMBEDMENTBUCK, USE /10 SCR£wS OF SUFFICIENT LENGTH 72'ACIME%E 1-3/3- MIN. AT SAME SPACING STATED IN NOTE 3. 1 5) USE SLKONrZ£D ACRYLIC CkAX BEHIND wwDOw FLANGE A7 MEAD. SILL JAMBS. 1/4- MAX. SHIM SPACE 6) USE SLKOwZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF wotww FLANGE. 7) GLASS THICKNESS MAY VARY PER THE REOuREM£N'S OF ASTM C1300 GLASS. CHARTS. SI+GLE GLAZtNG K "". WWATwG CLASS IS ALSO Ouma. E0. B) BALD DOWN AROUND CURVED PORTION OF wwDOW FRAME TO BE ENGINEERED BYOTMERS. BUILD DOWN Wir B£ OF SUFFIECIENT S'RENGTH TO ADEO"TELY TRANSFER LOAD FROM wwDOw TO THE "STRUCTURE. S) FLORIDA EXTRUDERS 1000 SERIES DESIGNER wNDOw SHOWN. THIS PRINT ALSOAPPLIESTOFLORIDAEXTRUDERS1750SERIES82000SERIES. SHIM AS R£0'D t0) ELEVATIONS SHOW COMMON CONFIGURATION& IT IS NOT INTENDED TO LIMIT USE OFMENOTE) TntS PRODUCT TO THESE Two CCNFHGURATONS. TrtS SHEET APPLIES TO ALLC04FIGURATIONSTr•AT CAN 6E MANUFACTURED FROM THE 1000. 1750. 6: 20DO SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS, ITSNITS USING ALUMINUM TUBE MULLION. 11) WINDOW UNIT CAN BE MULLED TO O`UN SEE.MULLON INSTALLATION S"CETS FOR REOIaREMENTS. GLAZING, I:TTP. SEE NOTES) WINDOW FRAME ML PERIMETER CA, K t DT OTHERS F EXTERIOR rMlm IT OTHERS CA%U BETWEEN 4IIIvmctune CONCREtE OR MASDNaRY . CAULK BETWEEN IT GTMERS WOOD ka MASONRY 6NG a- CTION A —AITOTHERS 0 wINDOw wDTM A INSTALLATION ANCHOR 3/I6' DIA TAPCON WINDOWMEIGI/T SPIN As REaD B BcSCENOTES) t A r L 1/A-MAX. FXTER10P ELEVATION SKIM SPACE jj- SHIM AS REO'D LSEE NOTE) VINDOV FRAM£ aw4 GLA27NG (TYP. SEE NGTESI 1/4' MAR - SHIM SPACE a PERIMETER CAULK BY OTHERS / LATER= FINISH J BY OTHERS VINDOV WIDTH I-1/4' MIN, En3CDIENT ONE BY WOOD I--- DUCK By OTHERS IN;TALLATIr"I+ ANCHOR V16' DtA. TAPCOM CAULK 16TVEEN vX-5 RICK I. M.tS'Y OPENING DI OTHERS C CAULK BET,-'EEN j vINDDV FLA_1IGE i WOOD UKK CONCRETE OR MASONRY OPENING IT OTHERS SPCTIC'y B—B A EXTERIOR ELEVATION 8 11 B Q ,_,/•- M tAL N B. FLORIDA EXTRUDERS SANFORD, FLORIDAEMBEDMENT ONE IT WOOD L .` TITIEFLANGE INSTALLATION DETAIL CONCRETE WADER V/1 BY B:CK DUCK IT DESIGNER FIxED WINDOW 1000, 1730, L 2000 SERIES r DRAVNi BY: BB APPROVED BY: r ?'•,1tIems` DATE:02/12/02 SCALE: NTS DWG.: FLEX0035 MIIIYIf M AOHKf RC YAK. O-. !)r LI[AMIO14 ft 1. RQ'I f)A X14 A" w Ms• u r-r 1wY•OH4 7 ONE IT BILE,( It OTHERS CAULKLAkrAE •5Ef AT tNG . PLYWOOD C 0) BY OTHERS Ex' CRTOR FTNISH _ Ii) BYOTHERSPER' IETER CAULK IT OTHERS SHIN A: RE" SEE NOTES) WINDOW FRAME MEAD WINDOW HEmwExTE?IOR GLAZING ( TYP. SEE ( NOTES) V: NDOV FRAME ML PEiIMETCR CAULK Ij SHIM AS RE" BY OTHERS #fl cSEC NVES) Ex•£ RIOR ft 1SM I+ CTHERS CAULK BETWEEN — Q WINDOWFLANGEQ 1 i1LOWJCKEITqMDCAULK BETVEEN. WOOD B..K L A CW..• OPCNING ITOTIt•LRSCONCRETE; DRWAS"CFCTIONA —A BY OTHEii -- INSTALLAT: N ANCHOR L: 0 SCREW BUILD DOWN BY OTHERS CALSO TOSALE :ES1 AS P.£0'0. AT EACr! INSTH1A7gN ANCHOR WITH LOAD SCARING SHIM. MAX. ALLOWABLE SHIN STACK TO BE 1/4'. 2) WINDOW FRAME MATE3ML! ALliMINUM ALLOY 6063. 1-3/ 6" MIN. 3) TAPCC'WE ON MISTAL.LTiONANCHCRSATSPLMLSTBEOFSUFFICIENTLTH. TO ANE FEMBEDMENT MIN. EMBEDMENT OF 1-1/4• INTO MASONRY OR CONCRETE. 110 INSTALLATION SCREWS AT HEAD i JAMBS MUST ME OF SUFFICIENT LENGTH TO ACHEIE 1-3/8- MIN. EMEEDIENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOURED. INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS & 2+ IN. O.C. MAX. ' USE SILICONCED ACRr. IC Co" BEHIND WINDOW FLANGE AT HEAD. SILL & JAMBS. 5) uSE S41CO4ED ACRYLIC CAULK FOR PERwEI_ SEAL AROUND ExTERIOR OF WINDOW FLANGE. ve MAX. 6) C;.ASS THICKNESS MAY VARY PER •I.0 KOUItEMENfS 0< ASTM E1300 CLASS SHAM SPACE C. MARTS. S94CLE OWINGIS SHOWN. INSULATING CLASS -IS ALSO QUALIFIED. 7) BUILD DOWN AROUND CURLED PORT" OF ww00w FRAME TO BE ,ENGINEERED BY 0•HERS. BUILD DCwN MUST BE OF S111'MCNI STRENGTH TO ADEOwTELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE B) FLCRIDA EXTRUDERS 1000 SERIES DESIGNER WwCOW SHOWN. THIS PRINT ALSC APPLIES TO FLORIDA EXWJMRS 1750 SERIES k 2000 SERIES. B) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT, USE OF TmS PRODUCT TO THESE Two CONIFaIRATONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. 3 2000 SERIES DESIGNER AxED W:NDOw FRAMING SYSTEMS 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UraTS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. BUCK HEIGHT H GRINIM s:=: Ea 1 EMBEoMEN- MK N- CMTRALFLORMAB•O.A.F• FLORIDA EXTRUDERS INTERNATIONAL. I.VC SaNFORD, FLORIDADNE21XA] V A julvCOD iS ll 'uasra++: DUCK'BTOTHERS _ j.•a„ Y.4" TITLE: FLANGE UvSTALLATION DETAIL w/ FRAME 3JILD M.N f i/J2] A 1 ' DESIGr;_R F'IxED wiNDi 1_0, 1750, 8 2000 sER:.S INSYM LATION ANCPCV l rr, .! DRAWN 8Y: BS !APPROVED BY: 3i26• DNA. TAPCDN i. CL s i 1 ;, DATE:C2/12/0? SCAU:. N I S IDWG.. FLEx0036 EXTERIOR ELEVP-IGN BUCK WIDTH —_{ . HIM —. 1I 1 $MIN SPREECAULKBETVErTWO BY FRAMING I iWC BY BUCK L.CCNCRETE By OTI. CRS ITGINERSSHINASES> tSEF NOTFAS.-RE': INETALLATOONANCHORV:NV GRIME 1\ CAULK BETWEEN vtV"-,D FLANGE L VLD Bu[KG:LA2ING ttrP. SEE NOTE:) d C04CRETE OR- HASOMRr PERIMCTCR CAULK 5Y CTHCR', BY OTHERS WINDOW WIDTH I CxTER: J, flNiSr. SF CTION B—B BY OTHERS WilND3W WIDTH Fx-EPIC E E' _ yA.TION Hg4ICx p - A I lgc dG • HG AGM s+t..Y..a lq. wx )!c SHEATHING by CMERS 19 1NSTALLAIMM, ANCHOR SCREW (T EXTERIOR rimsM, Y OTHERS PERIMETER CAULK — RY DTMERS rim. FRAME MCADER vblmwHEIOIT EXTERIOR PERIMETER CAULK By OTHERS CAULK BEHIND FIN TVD BY BUILD DOVN by OTMERS SHIM AS REC'D. CSEC NOTES) tp' MAL 1116M VAa GLAZING CTYP. SEE NOTES) FIN FRAME SILL SHIM AS REO'O.— SEE NCTES) / W, ES. I) SKIM AS REO'D. ADJACENT 10 EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIN STACK 70 BE 1/4'. 2) WINDOW FRAME MATERIAL. ALUMINUM ALLOY 6063, 3) USE S"ONIZEO ACRYLIC CAULK. OEM" WINDOW F-H Al HEAD. SILL k JAMBS. A) USE SRJCONIZEO ACRYLIC CAM FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) GLASS THICKNESS MAY VARY PER THE REOUREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GCAV4 IS SHOWN. PISULATING GLASS IS ALSO QUALIFIED. 6) SCREW ANCHORS AT MEAD.-SLL k JAMES SHOULD RE /6 SCREWS Or SUFFIMNT LTM, TO PROVIDE MIN. I DL MIN..EMBEOMENT INTO WOOD FRAME. PLACE 03 SCREW ANCHORS.6' FROM CORNERS AND 24' O.C. MAX.. 7) O RSSBNn DOWN MUST BE SUFFICIENmARM" CuRvED PRTiON OF T STRENGTH 0 FRAME TO BADEOWTELERED 8Y TRANSFER LOAD FROM WIDOW 0 IHE STRUCTURE. 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 17SO SERIES k. 2000 SERIES. 9) ELEvAT10NS SHOW COMMON CONFIGURATIONS. IT K NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750, k 2000. SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS HO) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UwTS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUREMENTS. A WINDOW WIDTH vN• MAr SIGH SaACE EXTERIOR FINISH AbyOTHERS A! HOR SCREW! TWO BY FRAMING EXTERIOR ELEVATION AND/OR SCREv TYP3 ' by OTHERS A SHEOTHERS r y ` • t CAULK BEHIND FIN t yX.Yb E-xpEl pS"T j, r SECTION R-A D R t 1 j HEIGMT 8 B I 20 1/A- MI PIN s Aa SHIM AS REO'D. — SEE NOTES) FIN FRANC JAMB— GLAZING c7YP. SEE NOTES) A: INSTALLATION ANCHOR SCREV (TrF.) TWO By FRAMING By OTHERS CAULK BEHIND FIN L 1' 10iCMIElCAi v s_ SHEATHING I CTHIERS ExTERIOR EXTERIOR FINISH By GT.ERS PER—vINODv virtu BY OTHER CAULKOTHEERS SECTION B-B WINDOW WIDTH A A EXTERIOR ELEVATION FLORIDA EXTRUDERSISA oD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN RY: BB I APPROVED BY: DATE:02/14/02 SCI LE:NTS DWG.: FLEX0037 NKMt! M. H'AM1C) WG.61b cw r)A n( no— &vs. urc rA w4L . ftmY *,4 w — wI a — Mf AI-q CONCRETE OR SHIM AS RE•0`0 INSTALLATION ANCHOR MASONRY OPENING (SEE NCTESI 3/16' DNA. TAPCON 1/4- MAX. SHIN SPACE BY OTHERS INSTALLATION ANCHOR j CONCRETE OR11/t' MIN. MASONRY OPENING SULK BETWEEN s8 SCREV (TYP. WHERE EMBEDMENT By OTHERSDOORFLANGE i WOOD BUCK CAULK BETWEEN WOOD SUCK t ONE BY WOOD TAP:ONS ARE NOT REO•D.) BUCK BY OTHERS i ONE BY WOOD INSTALLATION ANC-GR CAULK BETWEEN7p£RIMET£R NAS'Y. CPCNING i BUCK BY OTHERS 3/16' DIA. TAPC6N WOOD BUCK t MAS Y. OPENINGCAULKBYBYOTHERS11/4' MIN BY OTHERSOTHERSEH?EDNENT STUCCO BYOTHERS SLIDING GLASS DOOR FRAME CAULK BETWEEN SLIDING GLASS DOOR V CAULK BETWEEN MOOS STRIP L I ytMBCI/t• MAX. Q y SUCK t bONC STRIP Q %=D BUCK p C SHi.4 SPACEF9Lg OPENING By OTHERS It; SHIM AS R£D'D. VICSLENOTES) 1-1/4' MIN. EM-`£DHEN 4 INSTALLATION ANCHOR 3/16' DIA TAPCON TEWER_D GLASS Q CAULK BETWEEN DOOR FLANGE INSTALLATION ANCHOR tYP.7 t WOOD BUCK se SCR£v (TYP. WHCRE TAPCDINS ARE NOT REO D.3 SLIDING GLASS PER HFTER ONE BY WOOD DODOOR FRAME OD CAULK BY CONCRETE DR BUCK H7 OTHERS OTHERS MASONRY OPENING STUCCOBYOTHERSBYOTHERS 11-- S.G.D. V1DTH A B.O.A.Y•TEMPERED GLASStEnPCR£D CTYPIGLASS (irP.) SECTION j} p L'4"`/f IllriLl x SLIDING GLASS DOOR DOOR 1r` T- • s X r .. [ ( INTERLOCK HEIGHT MASTER F Z# t HOOK STRIP DETAIL AI 11 DDOI NATERIA4 ALUBMN ALLOY 6063. 2) TAPCtM TYPE INSTALCATION ANCHORS MUST DE Of AlfICIEM LENGTH TO bGEVE MIL CMBCAENTOr1-1/a' INTO MASONRY OR CONCRETE. ... y ALTERNATE TAPCON INSTALLATION ACiORS FRONT TO Wi im Au rRAmc witms. _. a TAPCON ANCHOROR CHART ON BACK Of )MIS LHLCT. St USE SLICOKIED ACRYLIC CAULK BEHIND DOOR FLANGE AT MEAD t ANDS11IISCSIL"OCD ACRYLIC CANLK F.1 PCR1Htt£R SEAL AR I CATCR14T Or-- 77 i CKAtt 522E NOT LISTED W SIGNOR CKARI. USE AHCSOt'pW+TtiT;LISTED v:TN KKt EE. C S KO'D. tARGfR S12E: O R SM APPROPRIATE DESIGN S DOORbFORPOCKETBOORSIZESCITECLOSESTBHPASSDOOR SIKE t CONi2fAAlAt3pH TO fIHULED OKM1K. PLACE TwOc ES 1M FRONT a MOON L :P AS SHOVM . TtONAY WARY KR RCSIGI£ft0 0f ASTI Et3D0 R SS CwiRli flu[D .B SCR£+ i SLIDING GLASS L- 3ORFRAME 3 ALL FACTORY APP F V SHOULD DE WITH wtALLSVrjCEAPLKDHOESNOTDESKAN ED CR ONE97 INTO UCL StfrICISALENGTHTO TEMP D S/B' EMKDMENT INTO MOOD IWA HDOORtrV'TM A IT ALM 0.Ass. SILL i K SILLCO S TOBE SEALEDESMALL S S TO 7 v131SMN AS BE?D. AT EA SET Or WTALLATtON ANCHORS MAX. ALLOWABLE SHIM STACK VC 1/4'. 141 ALL 1NSTALLATM AMC -CPS MUST 1K NNA:E Or CORR0:20M RCSISIAMT MATERIALS. 15t -WHERE 'K• REPRESENTS MOVING PAWL AMD 'D' RCW-SEMTS FIXEDPANEL APP20KO , f COF/ GORATiONi ARE AS LISTED OM A1A:ICR CHART DM DICK Or THIS LEFT A 11; KIT ALL COFIOLWATIONS LiSTCD ABOVE ARE SwOwN ON THIS !*Wd t4 NOWEKRWSTALLAYHOM SECTIONS-A-A-,'B-r• t HOOK STRtP DETAIL APPLY TD tMSTSLLATIOM OF ALL AP ROKD EXTERIOR ELEVA-:ON E`<3EDNENT 2: PANEL DOOR S13VN 171 14TALI ONE TAPCOM IN EACH PAIR Or FACTO" APPLIED WTKLAI M MOLES t•LESS NOTED O • p • i-1/4' MIN OTHERWISE OM ANC 02 CHART. SEE BACK Or tNIS S1EET IIIFLORIDA EXTRUDERSwDDS'ERSES SLIDINGGLASS BOOR 3S SOvM HIS POCH7 ALSO APPLKS TO . p 201D SERIES AND so =RwL d • A o . REY D£ SCRiPTION DATE MFLEIRIDAINT. EXTRUDERS INC. FL. LIBERALLY APPrSAWFORDCAULKtW5UNDER SILL OR SET IN BED L INSTALLATION ANC.H._? TnU: SLIDING GLASS DOOR x CONCRETE 3/16' DIA TAPCON INSTALLATION WITH TAPCEINS SECTION A - A DRAWN BY:3B APPROVED BY: DATE:10/ 25/01 SCALE: NTS JDWG IF:FLEX0021 tY 1NH' RMA710NA. AKV•_ Twat I10. MKAtMpV. PLOR::A• 327K.. 407-005-GAS FAX N7-CSiIAt 3 SHIN AS RE'O'D INSTALLATION ANCMOR s8 SCREW SHEATHING (SEE NOTES) BY GT RS CAULK KTvEEN DOOR fLANGE TWO By v D t SHEATHING By OTHERS MAX. SHIM SPACE t•I/9' KIN. EMBEDMENT STUCCO OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER MEAD CAULK BY OTHERS a-- DOOR VIDTM SLIDING GLASS DOOR FRAME JAt1H MAX. SHIM SPACE TvO BY WOOD I-1/9 MIN. l— BY OTHERS SLIDING GLASS DOOR SHIM AS R£O•D HOOK STRIP SEE NOTES) INSTALLATION ANCHOR R9 SCREv TvO By vOOD By OTHERS CAULK BETWEEN HOQK STRIP i SHEATHING 7 INSTALLATION ANCHOR ./-!/8' HIM...' s8 SCREW EMBEDMENT TEMPERED GLASS CAULK B£TvEENtfDOORFLANGE t SHEATHING SHEATHING BY OTHERS ERIMETER SHEATHING CAULK BY SY OTHERS TEMPERED GLASS OTHERS STUCCO (TYPE TTEMPEREDIORSIDING - S -CO OR A. — GLASS (TYP.) By OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK DOOR ' rkZ'i'ITr= 2? a HEIGHT SECTION E—B HOOK STRIP DETAIL ' e,.:.1 ' t3 # Jam- • SLIDING, GLASS. D(R FRAME SILL IF - I? 1FBODRrABINSTALLATION SCREVS MAT BE W U"jCWW LENGTH TO ACHIEVE NIK ENKDWJ4OG1-3.lr WD VOODD, TA CON_TTK INSTALLATTSN ANOI NS AT SILL MUST BE OFS1ffICIENTLENGTHTOAOMVCNTKEMBEp4K" W I -Vs* D M NASONIT OR C1MdKTt .. ......._. i ANSWER eCON BACK WL ULNOWIEDACRTLCALLXActomDORILAT WAD L kvtm SNUSESRICWN9ACRTLICCALKFORKRINETCRSEALAR:BAO EXTERIOR Or DOOR.. .. WWEXACTDOORUKISNOTLISTEDVNANOORREHART. (SSE MOOR OUANTTTY LISTED VITH NEXT LARGERSIZE. FOR M APPROPRIATE DESIGN REMW REtrt----- . Tf FOR POONET DOW UK$ USC. CL=ST BYPASS DOOR SIZE B COWIGNAIATION TO fW9CD OPC" PLACE INSTALLATION ANCHORS. IN FRONT K M= STRIP AS SNOWK - N GLASS THICKWSS MAY VARY PER REOL W141S K AST" C1300 GLASS CHARTS N WOt UNIT IS APPROVED USING TCNNPEKD. GLASS IN SDNGLC GLAZED OR IHSLLATW, GLASS 10) AND /SILL CORNERS ARE TO K SEALED WITH A SNALL JOINT SCAMSEALER - 1USHINASRECD. AT CA SET OF INSTALLATION ANNDOM NAR ALLOWAAE SHIN STACK TO K 1/4-. 127ALLINSTALLATIONANEHCRSMUSTKMADEOGC30MWRESISTANTMATERIALS131 vNERE 'K• REPRESENTS NGVD4 PANEL AND 'O' nMSCNTS PIKED PAWL APPROVED COiIGlAATIOAAREASLISTEDONANCHORCHANTONBACKOTTNISSKET. EMBEDMENT EXTERIOR ELEVATION '" StcTIOW ALLA' AM tNOWLISTEDRIPPDDfTAXARC M ?MIS SALUMOFA LLA PROOWtp L•r IONG CO iGRATtORL . A 1-1/4' HIM. 157 fLORIBA ExlRUKRS m00 SERIES AIDING GLASS BOOR IS VO- THIS 1RUR ALSO APPLIES TO 2PAWLDOORSHOWN -. 2000 SERIES. AND 500 SERIES ..._ REV DESCRIPTION I DATE INI EXTRUDERS INCLIBERALT APPLYILFLORIDA SRNFORD _FL CALLK164 WIETOHED1NSTALLATiON ANF tOR R SET SILLIN' OF CONCRETE 3/ 16' D1A TAPCON. TITLE: SLIDING GLASS DOOR INSTALLATION' WITH #8 SECTION A -ADRAWNBY- 3B ., ;. APPROVED BY: F 12W2 g ATE: 12/17/0I SALE: NTS IrG (FLEND02T SHI I OF AHAAAND IN. max? L often n, EAGCATbtI G. HNC- 113 wlcmNATmNAI ftWY txt( 25A "C&IM*w. FLOC/BA, 3974. 407-M-W W 4417-05-113" t 1000 P.V DESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS I x 2 x -va TUBE MULLION VDa007/ S a MLLLMN SEALANT S ' 1 `18 X 3/4 SELFWTNW ' L MILLION 10DO S.H. TAPPING SMS HEAD CTYPJ SEALANT SETIWUN voMOV SECTION A —A (1) LL "ULLM IWOr P.V./DESIGNER SILL (TYPE . 08 X 3/4 SELF TAPPING SMS1 X 2 7/16 X 1/8TTUBEMULLION L 08 X 3/4 SELF 1000 SX TAPPING SMS HEAD (TYP.) SEALANT KrWfEEN cFC ON A —A (31woMwFLANGES 1000 P.V DESIGNER -SEALANT SETV SDJ. QYP3 L HULLION 08 X 3/4 SELF U:T IX4XV8 TUBE MULLION 08 X 3/4 SELF 1600 S.K TAPPING SMS HEAD (TYP. SECTION A —A (5) 1000 P.V DESIGNER SILL (TYP.) 1X2x3/8 TUBE MULLION 8 K 3/4 SELF 110W..H.- APPING SMS We SECTION A —A (2) IWO. P.V./DESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPWG SMS T1X27/16X3/ TUBE MULLION M APPUES TO HEAD A SILL WHERE I- X 4- AUXIUARY DETAIL C & 2' X 4' TUBE MULLIONS ARE USED Gat "UrnC AL ANCHM. WHCH REOUIRM SHEATHING O O INSTALLATION ANCHOR 08 VOOD LL7O+ SCREW (TYPE EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY 1000 P.V DESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS 2%4 X3/8 TUBE MULLION 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPE TAPPING X 3/4 SELF TAPPING SMS SECTION ASECTION —A(444 IWO SX HEAD (TYP.)... to"RY DESIGNEaSILLSECT{ON A —A (7) 08 X 3/4 SELF B-Q, TAPPING SMS1 X 4 X 3/8 A TUBE MULLIZFffatA• o 1+ 08 X 3/4 SELF 1000 SFL TAPPING SMS HEAD ( TYP.) SECTION A —A (6) OTHERS t MULLION APPLIES TO HEAD k SILL WWtE I- X Y DETAIL t I- X 2 ?/IS- TUBE MULLIONS ARE USED B aV ALLATIONANCH7RmD SCREVi M CLIP L1 1/8, MIN. I I EMBEDMENT I I EM A L— A LORIDA EXTRUDERS AMA . FWRMA TMSER. 1000/1500 FIN SHEET 1 OF 2- TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE C SHEET '2 OF 2> "FOR DESIGN PRESSURE -CAPACITIES. SAWN BY: MSH APPROVED BY: TE: 2/6/02 SCALE:NTS - DwO.: IHMFINTR S IooO P.v DESIGt R 7YMAL muLLM TO aMM16E a J" VD40UV FLANGESSILL CTYPJ &(APP22',X54- TUBE JAMS MULUONSWHM IARE USED) DETAIL a MULLION r1000 P.V./DESIGNERQ J SILL CTYPJ ti8 X 3/4 SELF 8X3/4 SELF TAPPING SNS TAPPINGSMSCLBNCRETE OR MASONRY— BY OTHERS 1 X 2 X 1/8 INSTALLATION ANDIOR 3/16' WA: 1 % 2 X 3/8 TAP(M SCREW ANM CTYPJ TUBE MULLION TUBE MULLION 1 SEALANT THEEN •* • ONE BY WOOD TION CLIP EXTERNAL MULLION WIN FLANGES CLNIR h FWI MA B.O.A.F. tiMULLIONBUCK BY OTHERS MAMNACrUR ER Nam: 8 X 3/4 SELF . #8 X 3/4 SELF MASM F]U MULLION I000 S.M.TAPPING SMS 1000 SH TAPPING SMS EAD CTYPJ HEAD CTYPJ SE S FLWSECTIONA -A (1) SECTION A —A (2i L MULLION 1000 P.W DESIGNER 1000 P.W./DESIGNERr1 0 P.Y DESIGNER SILL CTYPJ SILL CTYPJ 1 SILL CTYPJ Q 8 X 3/4 SELF 11 M8 X 3/4 SELF t8 X 3/4 SELF To SMSTAPPINGSMS1X27/16 X 3/8 TAPPING SMS IX27/16X1/8 214X3/8 TUBE MULLIONL1BED MIN. TUBE MULLIONTUBEMULLIONEMBEDMENTVDIDWFLANGES SEALANT F BETWEEN L MULLION MULLION DETAIL 1-%,._ r A 9 X 3/4 SELF #8 X 3/4 SELF A.. _ l000 SA TAPPING SMS 1000 -SH. TAPPING SMS HEAD CTYPJ HEAD CTYPJ4- SEALANT BETWEENSECTIONA —A (3) SECTION -A—A (4) - ._ WINDOW FLANGES # 8 X 3/4 SELF t MULLION TAPPING SMS 1000 P. V DESIGNER SEALANT BETWEEN 1000 P.V DESIGNER SILL CTYPJ WINDOW FLANGES r SILL CTYPJ 1000 in 8 X 3/4 SELF 6 MULLION / #8 X 3/4 SELF MEAD CTYPJ TAPPING SMS TAPPING SMS ' SECTION A —A (7) VIEWED FROM% EXTEMOR IX4Xi/8. IX4X3/8 TUBE MULLION TUBE MULLION INTERNATIONAL, INC FLORIDA EXTRUDERSsAwofwVnoRmASER. 1000/ 1500 FLANGE SHEET 1--- OF. 2 I TRIPLE - HORIZONTAL MULLION SECTIONS. SEE OTHER SIDE (SHEET" 2 OF. - FOR e x 3i4 SELF #8 x 3/4 SELF DESIGN., P. RESSURE CAPACITIESI000 -TAPPING. SMS TAPPING SMS 1 -" HEAD CTYPJ HEAD CTYPJ 20 DRAWN HY. MSH A PROItED BY:- SECTION A= A. f5l _. _ _ - :,SECTION -A—A (6) DAre-2/6/02 sc I4-NTS : DWG.: ' 1HMFL GTR 1000 P.V DESIGNER SILL -(TYPJ 88 X 3/4 SELF PPWG SMS IX2X1/8 TUBE MULLION SEALANT BE WINDOW FL L MULLION 1000 P.VJDESIGNER SILL (TYPJ nI M8 x 3/4 SELF tl TAPPING SMS E loll0 0 APPLIES TO HEAD do SILL WHERE i' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING r INSTALLATION ANCHOR •8WOOD SCREW (TYPJ EXTERNAL MULLION WSTALLATiDP( CLIP -- TVO BY WOOD MRIIOAI . 8PQIN3G/ - S -NCTWCENM11000 s.H.`'rs x 3i4 BY OTHER - _ - WINDOW FLANGES TAPPING 3NSSEy k' A . B. . WAD (TYPJ MILLIONSEALANTBETWEENHEaD ( tYPAA. A-A (1) SECTION A -A (2) -= WINDOW fLANGjCS f-toRlt 4 U S a 1NILLIO4 1000 P.W DESIGNER f-1-2 7U SILL (TYPJ _.... LF s8 X 3/4 SELF -1WO P.V DESIGNERA TAPPING SMS SILL (TYPJ . I X 2 7/16 X 1/8 1 X 2 7/16 X 8 l E; Al TUBE NULLION TUBE MULLION t8 X 3/4 $ELF TAPPING SMS 2 X 4 X`3/8 TL0K MILLION i SEALANT BETWEEN 11/8' MW WINDOW FLANGES L f8 X 3/4 SELF 1.IWO SA TAPPING SMS HEAD (TYPJ T BB SECTION .A -A (3) vnroo LANGES IL MULLION 1000 P.YJDESIGNER SEALANT BEWINDOW1SILL (TYPJ &:MULLj08X3/4 SELF ' TAPPING SMS TUBE MULLION t8 X 3/4 SELF 1000 SJi: TAP". SMS HEAD (TYPJ SECTION''A-A (5) IX2X3/I TUBE MULLIE SEALANT BETWEEN WINDOW FLANGE L MULLION 8 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYP) SECTION A -A (4) TVEEN 1000 P.V./DESIGNER FLANGE S , SILL (TYPJ M8 X 3/4 SELF TAPPING SMS 1X4X3/8 TUBE MULLION MB X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) . SECTION A -A (6) EMBEDMEN M rYATlON — V1E00 FROM EMIUOR- DETAIL 9 APPUFS TO NEW A SOU-WHEREI' X 2' t I- X 2 7/I6' TUBE IAULLpNS ARE USIM ALIATIM ` MOM tB w 9'StRLW f8 TTns NORM CLIP X 3/4 SELF TAPPING SMS IODo S.H. SECTION -A-A (71 I HEAD ( TYPJ T FLORIDA EXTRUDERS nfmmnoN'uft 'Nc . SANF'ORU. FiORIDA r " SER. 1000/ 1500 FIN SHEET 1 OF' 2 - .. - HOR WINIZONTAL MULLION SECTIONS' SEE OTHER SIDE (SHEET..2 OF 2) FOR rDES IGN;.PRESSURE CAPACITIES F r RR1lN BY: MSH APPROVED SY DArE- 2/5/02 scAta:NTS DWG: IHMFINTW SEA_4v' BETYEr FLASGES t MILLION 100E P.1:./aESIa£R SIL: (TYP) 8 x 3/4 SELF TAPPING SMS r:X2X I/? T,I_E M'LLION A SEALANT KTVErY WIh W FLAhGES- i HfJLLiCh k 8 X 3/4 SELF Isee S L TAPPING SMS SEALANT BETVEN WINM1 FLANGES SECTION A —A W f—LOM P.W./DESXf1ER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/6j TUBE MULLION' SEALANT BETWEEN W'MM'd F_ANGES- L WJLLION t GO P'../Ii3< SIGNER TYPICAL MULLION TO CONCRETE 0 JW.48ri (APPLIES TO JAMB WHERE 1' X 4' I SILL (TYP.) I do 2' X 4' TUEE MULLIONS ACE USED) Q I °E x 3/4 SELF Y.— TAPPING SMS I' I OET'c OR MASONRY BYT } Hr el;ERs III X 2 X 3/3, i TLBE MJ__.3Ni 1 PiTRAIL FE. A .O.A:F. I BUCK 51 orH,ERs jIQ AGTU NAM1lipNT1Fj I 1 sX3/4 SEL LO flD9 v SI., TAPPING SM.SMASS FII. # DETAI` H LNS'• ALLATIGN M D40R 3/16. DIA. T4: N S=RE V410-tq, ('YPJ EXTI: Rs4LPriLLICN INSTALLA' IDN CLIP. SECTION A —A (2) F- 23G? P.W./DESIGNER 24C9 C.J /7ESiGNER - ! SILL ( TYP.) SILL CIYPJ Q 1 °8 X 3/4 SELF 1 f TAPPING SMS -#8 X 3/4 SELF —Y . 1 x 2 7/i6 X 3/8 TAPPING SMS 411 TUBE M2 X 4 X 3/8 1 1/4• MIN. f(rffamr—all MLLL12N EMBEZ.HEN TSEALANT BETWEEN WINDW FLANGE - L MULLION 1--#8 X 3/4 SELF ° \—#E X 3/4 SELF IDDO S- K TAPPING SMS \—low S.K TAPPING SMS HEAD (TYP.) HEAD (TYP.) SEALANT BETWEE14 SECTION A -A (3N SECTION A —A (4) WlKWW FLANGEStMULLION low P. W./DESIGNER SEALANT BETWEEN r iCGQ P.W./DESIGNER SILL (TYP.) WINIX! FLANI—El ( SILLC'. YP.) k8 X 2/4 SELF t MUL`AIN I #8 X 3/4 SELF TAPPING SMS TAPPING SM., 1X4X1/8 iX4X3/8 J C 29NLLSL / , 'JC LL,J• 8 X 3/4 SELF `#8 X 31A SELF 1DDD Ski. TAPPING SMS .. — SOOG S.M...TAPPINC SMS 1-tAD ( TYP" nr-AD (TYP-) . . SECT•ON R--A (5; el.'21 N A—e ;fix_. MtA.LIDN I T. X ri SELF TA.° RING SMS I ' I I I Il HEAD C' YP.) ELEVATiCN SECTION A — A (7) VIEWED FROM EXTERIOR FLORIDA EXTRUDERS tN mATTONAL. INC SANFORD, FLORIDA f imz: SEF(:._ 1000/ 1.500 FLANGE ..SHEET -1 OF. 2 . TWIN ,HOR I ZONTAL MULLION SECTIONS ' SEE CC `,,. S11;E : SriErET 2 0F. 2: FruR f IDESIGN, PRESSURE CAPACITIES.,. FEB 1. 5 2 DRANN BY: MSH APPROVED BY: -. . . DATE:2/ 4/^,2 SCALE: FATS DWG.: ; NMFLGT'A' 7 L 1000 P.VJDESIGNER SILL (TYPE i8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION A1GES L8 X 3/4 SELF IOW SL TAPPING SMS HEAD CTYPJ wimpow AANGES SECTION A —A (1) - SIGNER 3/4 SELFaNGSMS1X 2 7/16 X 1/8 TUBE MULLION SEALANT WINDOW t MJLLB 68 -I 3/4 SELF 1No SA .TAPPING SMS HEAD cTYPJ SEALANTiBETWEEN SECTION A —A (3) wDowL LAE IM.uON 1000 P.VJDESIGNER SEA -ANT BETWEENV[fIAhGESSILLCTYPJrtHULLMNIs8X3/4 SELF TAPPING SMS 1X4X1/8 TUBE MULLION 8 X 3/4 SELF 1000 SM TAPPING SMS HEAD cTYPl) SECTION' A —A (5) r 1000 P.V DESIGNER ALMI IA_RY PLAT£ SILL (TYP.) TW ADD TMK'kL ANCHM WEN REGUMM .. . O D8 X 3/4 SELF DETAIL TAPPING SKS 0 0 1X2X3/8 TUBE MULLI13N 0 CF+N' 'f L FL4} iII3A B. BY WOOD 18 X 3/4 SELF u*tT /p EY OTIEF I000 SJi TAPPING SMS . lutLl UACIUJCi.'l N E WAD.(TYP. a / rKV liesSECTIONA -A (2) Tf- MASM10P.W./DESIGNER r' II`F', # •6 SILL (TYP.) e X 3/4 SELF 1000 P.V DESIGNER TAPPING SMS SILL (TYPJ IX27/16X3/8 TUBE MULLIDN NO X 3/4 SELF TAPPING SMS TUBE 4N LLION SEALANTTVM WINM FLANGE i MULLION 08 X 3/4 SELF 100D SA TAPPING SMS HEAD CTYP.) SECTION A —A (4) ION P.VJDESIGNER SILL (TYPE 48 X 3/4 SELF TAPPING SMS I X 4 X 3/8 TUBE MULLION R8 X 3/4 SELF IWO S.H. TAPPING SMS HEAD ITYP.) SECTION A —A (6) APPLIES TO HEAD & SILL WHERE 1' X 4' k 2' X 4' TUBE MULLIONS ARE USED ATHING INSTALLATION ANCHDR #8 V= SCREV.(TYP.) EXTERNAL MJLLMN INSTALLATM CLIP MJLU13N 1lEIlTIs r — A AR I L_ A EMBEDMENT ELEydIl!?tl __ VIEWED FROM EXTERIOR MAIL 8 APP1E5 TO HM A SILL. wHM t' X Y t i• X 2 7/16' TUBE UUUJONS ARE USED ALLATUN ANCHOR ae'vmD SCREW .. CTTPJ : NORM CLIP eB X 3/4 SELF TAPPING SMS t000 &K SECTION A —A (7) HEAD (TYPJ t !ie' ttitt EMDflptEnT FLORIDA EXTRUDERS an"norral...>rIc SANFORD. FiARIDA T=* SER. 1000/1500 FIN SHEET 1 OF.2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 6F-2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY. MSH APPRovED BY: DAZE 2/6/02 ISCAM.NTS DWG.: 1 HMF IN C 000 P.V./DESIGNER r S.! L (TYP.) i . 1 e r 2/4 SELF TAPPING SrS i Tt;'iE M:ILL:%k SEALA,AT PETVEChViNWWFLAI4GES' L MLLLMN SEIk.ANi 3:TVEEh VD+OGV FLANGES \- •8 X 3/4 SELr L KI`LMN `--:303 S.rl A?PINC S!l EAL. C 1 YP.) SEALA.*4T PETV_EN \ VtN-ow FLANGES SECTION A —A ? L MULLIC04 C-W PA-fdDESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SHS 1 X 2. 7/16 X 1/8 NTwr--"11 I TUBE MULLION SEALANT P VIN=-V Ft L MULLION N.-M@ X 3/4 SELF 10DG S.N. TAPPING SMS HEAD (TYP,) SEALANT PETVEEN SECTION A —A Q VINDDV FLAA4ES L K7-LM4 1000rP.VJDESIGNER SEALANT BETVEEN SILL ( TYPJ VINDDV FLANGES. 1 06 X 3/4 SELF L MULLIu'N4TAPPING SMS IX4X1/8 mrrmr— h-ril/AWOL P.ULLfUN1000 P.V./DESIGNER SILL CTYF.) A X 3/4 SEI.F TAPPING SMS i a3ib TYPICAL MULLION TO CONCRETE C JAMB r APPLIESTOJAMBWHERE1' X 4' a. `- d2' X 4' TUB_ MULLIONS APE USA)) f f I CONCRETE OR MASONRY I BYOTHERS1 ONE. BY VOED- CENTRAL : FLOMA B.O.A.F. TTAPP!N, se X 3/4 Sz.F SMS AL4? FACTi1RER.NAME: HEAD (T Pa GDR/DA X Z-7?yDERS SECTION A —A (2ILA FYI. # " r ICOC P.V./LESGh•ER SILL CTYP.) I *0 X 3/4 SELF TAPPiN': SMS - 1'J:1QP.V./DES OVER OBE 2 7/ 16 X 3/8 Ij SILL (TYP.) qvv/ TOB_ MULLION I / t: 8 X V4 SELF TAPPING SMS • I_ 2X4X3/8 TUBE MULLION By OTHERS Q t I ET I IKSTA_LATIC-% AtC 3/16' DIA TAPCGN SCiEV AW-tCR :TYPJ EXTERNAL rJLLON IHSTALLATIGN CLIG I-.- 11/ 4' HIN. EM-zED?* ENT SEALANT 8ET` WEE1Il TE AIL E _r..A VIM*V FLANGELI;JLLtC44 N-1 li@ X 3/ 4 SELF 1DDo S.N. TAPPING SMS " A 1 HEAD (7YP) SECTION A —A ( i r1000 P.V./ DESIGNER I SILL (TYP.) # 6 X.3/4 SELF B@ X 3/ 4 SEL•F \ TAPPING SMSF FVA' N TAPPING SMS SECTION A -A (7) VIEWED FROM EXTERIOR Nui_ KLLL=u r FLORIDA EXTRUDERS INTERNATIONAL, r A SER. 1000/1500 FLANGE SHEET 1 OF.2 HCR1 ZONTAL MUL. LIO": SEC -IONS SEE OTHER S I D7 (JiLL-' C LIF - 2 , FOR tt8 X 3/ 4 SELF ;!8 X 3/4 SELF i DESIGN PRESSURE CAPACITIES TAPPING SMS 1 TAPPiN'u SMS iI' 1000 Sii... DCC S t . MEAD (TYPJ HEAD ( TYP.) !DRAWN BY: MSH APPROVED BY:. F` ION..ArA "( 5). SECTION .",- A (lr i r _15 2 ."_I,DATE:a4 02SCALE:i1'T$, DWG.: iHMFLG f S IDDO S.H. 1 X 2 X 1/8 1000 Sit 1 X 2 X 3/8 JAMB (TYPJ TUBE MILLION JAMB (TYPJ TUBE MULLION 8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN WINDOW FRAME t MULLION 08 X 1 1/2 SELF TAPPING SMS SECTION A -A (1) 1 X 2 7/16 X 1/8 1000 S.K TUBE MULLION 1000 Sit JAMB CTYPJ JAMB (TYP.) 08 X 1/2 SELF TAPPING SMS 1000. S.H. JAMB (TYPJ 1SEALANT- -WINDOWBETWEEN Ei MULLION 18 X d-1/2 SELF TAPPING SMS SECTION A -A (3) 1X4X1/ 8 TUBE MULLION 2X 4.X3/9 SEALANT BETWEEN TUBE MULLION . WINDOV FRAME t MULLION 8 X 1=1/2 SELF TAPPING SMS SECTION A -A (2)— 1000 Sit I X 2 7/16 X 3/8 JAMB (TYPJ TUBE MULLION 09 X 1/2 SELF TAPPING SMS 8 X 1-1/2'SELF\ VDCDOV FR TAPPING SMS TWO BY WOOD BUCK BY OTHERS DETAIL C 1 1/8' MIN. EMBEDMENT SHEATHING INSTALLATION ANCHOR 19 WOOD SCREW CTYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION APPLIES TO HEAD k SILL WHERE 1' X 4' 2' X 4' TUBE MULUONS ARE USED APPLIES TO HEAD & SRJ_ WHERE 1' X 2' 1' X 2 7/16' TUBE MULUONS ARE USED 118 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR DETAIL IS WOOD SCREV TYP.) SILL CLIP EN ASSWINDOWt MULLION 1 1/8' MIN. EMBEDMENT SECTION A —A [7) SWATHIK - 8X1-1%2 SELF TAPPING SMS DETAIL C vmu wwarG SECTION A -A ('4) AUXILIARY PLATE 1 X 4 X 3/8 J ` (FOR ADDITIDNAL.ANCHORS. WHEN REOUIRED) TUBE MULLION 41 Rom' r A--- UNDA O O l000S.M. JAMH CTYPJ --- 8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT s MLLL113N BETWEEN BETWEEN MLLUDN re X 1-1/2 SELF:- TAPPING SMS 08 X,1-1/2 SELF TAPPIOG- SMS SECTION A -A (5) SECTIONR—A (6) 9 SELF TAPPING — SMS CTYPJ DETAIL B MULLIOFI VIEWED fEL OTMOEMRIOR FLORIDAEXTRUDERS SAM P oRmA mTMSER. 1000/ 1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS 1 F 820 SEE OTHER SIDE ( SHEET 2-OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY DA 12/ 6/02 SCAM-.NTS D'WG.: 1VMFINI v y ONE By WOOD_ CETAI' C StXK BY CT>;ERS \ rDN*CRETE OR MASONRY BY GTfr'_RS11/i' MIN. 4 4EMBEDMENTi44T—, I i S.' . -i ,t YISEALAY BETWEEN ! _ ,.LATISAL_1TLR A,e+''R 3/15' SIA. t, MUL' rN X' .. 4. TAPCON SCREW AlXLE"< C rP+ 4E X :-1/2 S .r - 98 % -I/2 SELF _ X 3. -eEx TAPP:NC SMS A%bus.: SMS ti MtirLION I # S rycCix SLCTION A —A i) SECTiOii -A—A () j _f i T C at MVL,iQN ?o CON, 2Em jiEAj M J LI:A I I I4 .PLIES '0 rlEA, & SiLL Wli_R_ I- X L' X- is 7/;6 k ao 19D0 S t-- "1' 2" x iueE m'Louis 4E USE-,. TU3E-MULLION i X = 7116 x 3/6 LGn17 S 4 -s 000 S.M. TUBE MLA -LION JAMB (TYP.) JAM? ( TYP.) JAMB (TYP.). I ETA! I 4e X -1/2 SELF I-INSTALLA71ON ANCHOR S x 1/2 SE F a8 X V2 SELF TAPPING S+S ! ! 3/IE• Dla TAF[CN 7APPLNC- SMS TAPPING SMS I I I SCREW ANCHOR,(TYPJ S. LL CLIP N. 48 X 1-1/4SELF SEALANT BETWEEN SEALANT BETWEEN SEALANT BETWEEN TAPPING SMS WINDOW FLANC•ES Q 1 1/At MIN. VINDOVFLANGESVIADCWFLANGESLMiLLION11/4,EK3ErMNT48 xt-1i2 Ella o .x -: 2 ION SECTION A —A (7, Q —? TAPPING SMS- TAPPING 'SMS DETAIL C PRECAST SILL BY OTMERS SLC110N A — A (.3) SECTION I SECjY0IAPY P..AT h—A (4i i . Y `1 (POR ADWTICNAL ANCHORS, vL-P- NREQUIRED) I X S X 1/6 ± X 4 X 3/8 ' ram_ t_, TUBE MULLION TUSE fULLIaN ..0•~. Q j I I l_._E Q I 1DD^ SH iO'_., S.H. -} JAMB (TYP.) JAMB (TYP.) . ` •7+- ra en a rwoorur \ / 1 I SMS tTYPJ iLFI/•4 ticN 1e x 1/2 SELF Its x 1/2 SELF I MEWED FROM EXTERIOR Al TAPPIM1YoSMSTAPPINGSMS------ FLORIDA EXTRUDERS= o° A T1TI.E: SER1000/ I SGO- r LANGE ; SHEET1 Or 2 yER ; _ : yt Mut_L- I LIN' SECTIONS SEALANT BETWEENSEALANTBETVEELFLANGESWMV rLA _,ESM SErOTHER SIDE (SHE T2O2L MU.LIDr: ) r RY.G'I PRESSURE.CAPACITIES. 3e X 1-1/2_SELF 48 x 1-1/2 SV_F I;ESI; FEBAPPIKr SNS TAPPING SMS Dj iD MSa 2 2- RAWN BY: ' APPROVED BY: SECTION A —A S_CTiO'v A —A (ot - DATE:2/ 1 /GIG SCALE: NTS DWG.: 1, VMFLG x2x1/8 1 Sii— ' 000 S.K JAMS (TY2.) j TUBc. MULLIGN . JAN3 (TYP.) k8 X 1/2 SELF TAMPING SMS Ix2x3/8 TU?E 4ULLICN 48 X 1/2 SELF TAPPING SMS ao 161 1 a.r J4 9 (TYP., I x 2 x I/e ICCC S.H. TUBE Ml:'_LICN AM'P (TY?1 17#E X 1/2 SELF , TA.PFi:tG S?".S Ix2x3/8 IuB: MUL:ION 8 X 4/2 SELF 2 x 4 X.3/6 - TAPPiNG S.. 10E MLtLMN' Sea, as'!gE7 ES4 \ SEA_r.N'. 3E v EN 1, .1 Ak._P CTY W/hcsMLOWFLAS _" WI..'." -v r: AN= '-RE A '-1/2 SELF t -ULLION L YxJaN 7apeM SM3 fs x -1l2 ScLF TA?1N,; S`1S SECT9ON A -A W S CT:Q.N A -A (21 X 2 7/16 X 1/9 , x 2 7/16 X 3/e TUB_ MIILLIC\ =0 S.H Z TUBE M,UL=ICNINNS.M. JAMB (TYP.1 JAMB ('YP.) 8 X 1/2 SELF TAPPING SMS TYPICAL WE?' CAL TO F-.CR'ZCN'TAL VULLION TO MU+1iC!r D- -Ai't C j ix SR 2X P'iJLL i INTFRNA:_ CLIP i s X $iF i - TAP?:nulStis . - IX DR 2X MULL CTY?.) c vT'^N 3 0 INSTA_LATIOT: A4CHCR SEALANT BETWEEN a/I_ DIA 7A?C i WINDOW FLAWGES 1 #8 X 1-1/2 SELF II SCREW ANCHCR (TYPJ L MULLION TAPPING SMS +• SECTION A —A -' (7 SILL CL:; se X 1/2 SELF TAPPING, SMS SEALANT BETWEEN - SEA[.ANT BETWEEN . WINDOW FLANGES\ L VINE -ow F1ANGES we X 1-1/2'SSLF t ry t NMLION TAPP!< SMS e x 1:-ve SE_E TAPPING SMS c%TlOiv A -A (4) T11ON A —A (3SECTION 1 X 4 X 1/e rI X 4 X 3/9 TUBE MJLIION TU LION A: C .•Y^/, Jaffa (TVP) I I vd 1 s # J ri6 x 1/2 SELF 48 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN SEALANT BETWEENWINDOW FLANGESV[YD3'V'F_Atiu£S #e X 1-112 SrLE t MULLION t MtM_LION TAKING Sn 48X1-112 SELF SECTION A -A (5)TAPPING SMS t 1 1/4' MIML Q .` E>KEcDMENi PQECAST 5iv 3Y OTHERS " i AUXILIARY PLATE I ( FOB Asir* IONAL AN --$MS. WHEN .REQUIREW 1J iLJ-.1110 = 0 1I MIiLI'J CR O FLORIDA EXTRUDERS snxFo D° nORMA nm: SER IOOG%1500 FLANGE SHEET. VERTICAL MULLION NT0 HORIZCNTAI_ SEE . OTHER S I Dr (S,4EET` 2. rJF 2) P 0R` DES, I GN„ PRESSURE CAP,A.0I T'I ES DRA1fN BY: MSH APPROVED HY: DATE: 2i6i G2I scALE: NTS D1rG.: i VMHMFLG . 3/ SEALANT BETWEEN APPLIES TO HEAD & SILL wHERE I" X 4' WINDOW FLANGES AUXILIARY PUTS DETAIL C & 2' X 4' TUBE MULLIONS ARE USED FUR AIIKTMk4L ANCHM-WNEN REOUDKDtSOILP.V DESIGNER SILO P.VIDESIGNER SILL CTYPJ SILL CTYPJ NJ . B9 X 3/4 SELF •8 X 3/4 SELF SHEATHING TAPPING SMS TAPPING SNS i%27/16X1/S iX27/16X3/9 © — TUBE MILL TUBE HULLION INSTALLATION ANCHOR B8 WOOD SCREW CTYPJ WINDOW L MULLION EXTERNAL MULLION INSTALLATION CLIP TWO BY VOOD BUCK BY OTHER 18 X 3/4 SELF 18 X 3/4 SELF 1000 S.H. TAPPING SMS 1000 S.H. TAPPING SMS ... HEAD CTYPJ HEAD CTYPJ 2DW P.V./DESIGNER TCW HEAD t SRL tAip:E t' x 2' SECTION A —A (1) SECTION A —A (2) SILL (TYPJ 7/16• TUK MUUX)NS ARE usED 71 TAX 3/4 SELF TAPPING SMS2.X4X3/8 TUBE MIALIONL4srAuATtW ANOCR scRcw Ff.ORM B•O•F• SEALANT BETI/EEN JCR¢ BCLIPan"L L MULLION i 1/,R vINDov nAr EL EKBEII DLTED..0 SEALANT KTVEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES X 3/4 SELF TAPPING SMS L MULLION L MULLION SILO P.W(Typ.) IGNER SILL CTYPJ 1 rSILL 1WO S.H. SILO Pj7yp.) I. HEAD CTYPJTYPJ B9 X 3/4 SELF TAPPING SMS 1 X4X1/8 I/ A NNe X 3/4 SELF SECTION A —A (5) TAPPING SMS I X 4X3/8. I-- A TUBE MULLION TUBE MULLION FLORIDA-EXTRUDERS RD° nO A USER.' 2000 FIN SHEET I OF 2; v T1411 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF° 2) FOR s8 % 8i4- SELF B9 X 3/4 SELF DES -I GN -PRESSURE i-CAPAC IT I ES,; 1000 S.H.TAPPING SMS 2000 TAPPING SMS HEAD CTYPS HEAD CTYPJ 1 ER : ` DRAIIN BY: MSH APPROVED BY: - SECTION A —A (3) SECTION A —A (4) DATE:2/6/02 CC1U! NTIZ nWr. •' ?uMC' TAITD 30 2000 P.W./DESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMS fI X 2 7/16 X 1/0 TUBE NULLMN ANT DETVEEN SEALANT13VBEiVEEN LL1dNS WINM FLANGES MILLION 8 X 3/4 SELF 2000 S.li T' SMS MEAD CTYPJ SECTION A —A (1) TYPICAL MULLION TO CONCRETE • JAMB APPLIES TO JAMB WHERE I- X 4' DETAIL 8 h 2- X 4• TUBE MULLIONS ARE USED) 2000 P.WDESIGNER SILL CTYPJ C NCRETE OR NASONRY. 8 X /3//4 SELF BY OTilm TAPPING SMS TUBE MILLMN 3/8TAPCOCH<I2 NSCREVAN/16CTYPJ 8 X 3/4 SELF 2= S.M. TAPPING SMS MEAD ( TYPJ SECTION A —A W CENTRAL y`jLA FLO RW B••A•r• SEALANT BEWEEN prD f DETAIL I 48 X 3/4 SELF \ SEALANT KTVEEN TAPPING SMS VDNDOV FLANGES c L MULLION 2000 S.M. 2000 P.V./DESIGNER I-2000 P.VDESIGNER HEAD CTYPJ . SILL CTYPJ 9 X 3/4 SELF TAPPING SMS TIX4XI/ 8 TUBE MA.LKIN SILL , CTYPJ SECTION A —A (S E9X3/4 SELF EI TAPPING SMS 1 X 4 X 3/8 ELEVATION TUBEMILLIONMEWEO FROA EXTERIOR FLORIDA = EXTRUDERS D, FwRmA SEALANT-11ETVEfJ1' Tall,: SER ..;2 , FLANGE SHEET- 1 TRIPLE HORIZONTAL MULLION_•SECTTIONS, . t8 X 3/4 SELF #9 X 3/4 SELF TAPPING SMS z000 TAPPING SMS %8 SEE OTHER SIDE ( SHEET 2 OF '26WSA -2) FOR HEAD CTYPJ HEAD CTYPJ DESIGN=PRESSURE- CAPACITIES SECTION A -A (3) SECTION A —A (41 p. 18 DIiATWN BY:MSH ,< IiPPROYED H7C DaTE: 2/6/02•-- sG#LErNTS=-= Dl G::w 2HMFLGTR- TAPPING SMS 1 X 4 X 3/8 ELEVATION TUBEMILLIONMEWEO FROA EXTERIOR FLORIDA = EXTRUDERS D, FwRmA SEALANT-11ETVEfJ1' Tall,: SER ..;2 , FLANGE SHEET- 1 TRIPLE HORIZONTAL MULLION_•SECTTIONS, . t8 X 3/4 SELF #9 X 3/4 SELF TAPPING SMS z000 TAPPING SMS %8 SEE OTHER SIDE ( SHEET 2 OF '26WSA -2) FOR HEAD CTYPJ HEAD CTYPJ DESIGN=PRESSURE- CAPACITIES SECTION A -A (3) SECTION A —A (41 p. 18 DIiATWN BY:MSH ,< IiPPROYED H7C DaTE: 2/6/02•-- sG#LErNTS=-= Dl G::w 2HMFLGTR- 2400 Sit1 X 2 7/16 X 1/9 2000 SA1 X 2 7/16 X 3/8 JAMB CTYP.! l TLME IHJLLMN JAMB MR) TUBE N LLMN i! v r s. DETAIL C TYPICAL VERTICAL TO HORIZONTAL ANLLION TO 6NWON 1X OR 2X MULL s TUBE MJLLTON SEALANT 1 TyEEM *8 X 1-1 2 SELF 2000 S}L vSEALANT FLAMW V1N00V FLANGES. TAPPING'SMS JAMB CTYPJ L.».. 1X OR 2X MULLa'Mllt.L31JN s8 X 1-1/2 SELF J41L TAPPING SMS t DETAIL BB f8 X W2 SELF NOM SECTION A —A (1) SECTION A -A (2) rAPPD G sMs 3/16u SCREW ANQiDR RYP3. 1 X 4 X 1/9 1 X 4 X 3/8 PCW SILL CLIP 1 I TUBE MULLION n `TUBE MULLION .. Q 1-1/2 SELF 1 1/4' MIN NG SNS +Q Q ... EMBEDMENT PRECAST SILL BY 11THERS T AUXIUARY--PLATE FW ADDITMNAL ANCHM, WEN REMIREEW mij mM J. 0 AIL FLORIDA EXTRUDERS ID°>>A nTIE: SER. _ 2000 FLANGE - SHEET "I- OF, 2 VERTICAL -MULLION INTO HORIZONTAL=:. SEE OTHER SIDE` (SHEET,.-2-.-OF 2) .FOR,: DESIGN -PRESSURE "CAPACITIES:- - DRAIIH BY: JBH APPROVED HY DAT&2/2/02 SCAiE NTS.... DWO.:'- 2V.MkttrIFLG_.':..:._ s APPUES TO HEAD do SILL WHERE i' X 4' do 2' X 4' TUBE MULLIONS ARE USED F`DA &+u-A-F- I= AMTMK4. &FICHM, WHEN DETAIL CO VUNUFA MR NAM, SHEATHING O SEALANT BETWEEN 2(r';, WDNDW FLANGES O INSTALLATION ANCHOR #8 WOOD L MULlIO( SCREW (TYP.) 2000 F.VJSIGNER 2000 P.VJDESIGNER TYPJ 0SILLCTYP.) SILL EXTERNAL MULLION e X 3/4 SELF #8 X 3/4-SELF : TAPPING SMS INSTALLATION CLIPTAPPINGSMS. TWO BY WOOD BUCK BY OTHERS 1 X 2 7/16 X 1/8 TUBE MULLION 1 X 2 7/16 X 3/8 TUBE MULLION MULLION SEALANT BETWEEN VINDW FLANGESff- WOETAM" L MULLION 2000 P.VJDESIGNER s SILL CTYPJ 8 X 3/4 SELF #8 X 3/4 SELF l 1000 S H TAPPING SMS i000 S,H• TAPPING SMS 08 X 3/4 SELF HEAD (TYP.) HEAD CTYPJTAPPING SMS 4X3/8SECTIONA —A (1) SECTION A —A f21 TUBE MULLION 1 1/8' MIN EMBEDMENT fliVATIOL SEALANT BETWEEN VIEWED' FROM EXTERIOR vbww FLANGE DEIA L B. APPLIES TO HEAD. t SILL WNW i' X 2' t.4•_.X-2 7/16- TUBE W UONS ARE USED scwnsa SEALANTEALAN WINWV FLANGES SEALANT BETWEEN TALLAnm ANCNDR WINDOW FLANGES - ..0# VODD SCREW 4, MJLLION' L KA LION crw.) 2000 P.VJDESIGNER 2000 P.VJDESIGNER #8 X 3/4 SELF NORM CLIP SILL (TYP,) SILL (TYP.) TAPPING SMS 8 X 3/4 SELF #B X 3/4 SELF TAPPING SMS TAPPING SMS IDDO SrL SECTION A -A (5) I X 4 X 1/8 • ! X 4 X 3/8 HEAD (TYP.) EMBEDMENT TUBE MULLION BE MULLION FLORIDA EXTRUDERS nfm'NA"ONAL nNcSANFORD; FLORIDA SER. 2000 F IN SHEET i OF 2 .. - a s, TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR N8 X 3/4 SELF #8 X 3/4 SELF DESIGN PRESSURE CAPACITIES f000 S H TAPPING SMS I000 S.H. TAPPING SMS } Ei = :. -.. HEAD (TYPJ HEAD (TYP.) D : ` DRaxrt sY: MSH is ROVEn BY _ SECTION A --!A (3)ECT10N A —A (4) nxrE2/6f02 SCAT NTS ntrc.:: 2HMFINTu TYPIC& MULLION TO CONCRETE • JAMB' APPLIES TO JAMB WHERE 1' X 4' DETAIL B do 2- X 4- TUBE MULLIONS ARE USED) _ Q CONCRETE OR MASONRY BY OTHERS 2000 P.V./DESIGNERINSTALLATION2000P.V /DESIGNER SILL CTYP.) ANCHOR 3/16, DIA SILL CTYP.) TAPCON SCREV ANCH13R (TYPJ 8 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS , i X 2 7/16. X 1/0 TAPPING SMS1X2 7/16 X 3/8 ONE BY VDOD EXTERNAL MULLION ONSTALLATD)N CLIP TUBE MULLION TUBE MUILMN BUCK BY OTHERSSEALANT .. V FLANGES WDIDOV FLANGES. L MULLION MULLION t MULLD]N 20M P.V DESIGNER SILL CTYPJ 8 X 3/4 SELF 8 X 3/4 SELF 8 X 3/4 SELF. NAPPING SMS TAPPING SMS 2000 tk TAPPING SMS 2 X' 4 X 3/8 QHEADSAFADCTYPJHEADCTYP.)- .. TUBE MULLIMN SECTION A -A (1) SECTION A —A (2) IFes- 11/4' MIN. SEALANT BETWEEN VI0]OV FLANGE EMBEDMENT vide s.:. A • -•--'- MLANUVR v DETAIL a r--- A 9 X 3/4 SELF \ Lp TAPPING SMS SEALANT 3ETWEEN WINDOW FLANGES L MULLION 2000 PW/DESIGNER 2000 P.W DESIGNER 2000 S.H HEAD CTYPJ SILL Ci;i) SILL (TYPJ SECTION A -A (Sl 8 X 3/4 SELF 8 X 3/4 SELF TAPPING SMS TAPPINGSMS1X4X1/8 1 X-4 X 3/8 TUBE MULLION TUBE MULLION FIR.OME . XTVIEWEDFROMEX • FLORIDA EXTRUDERS. Da RNATIONAL, INC OM, nORMA SEALANTBETWEENvnNDOW FLANGES-.._.. L aA.LIDrI TTT1.E SER.: 2000.FLANGE-SHEET-1: OF 2: TWIN HORIZONTAL-MULLIOW-§EtTI(INS = S 8X3/4 SELF 8 X 3/4 SELF TAPPING SMS SEE OTHER SIDE ( SHEET `-2 OF --2) FOR TAPPANG 2mikDESIGN:.PRESSURE. EAPACITIES. ; HEAD CTYPJ HEAD CCTTYPJ SECTION A -A (3) _ _ _ = - SECTION A —A (41 1) F B m bun BY. MSH 7.. nAre: 2l.4t02, . .scA M NTS nTrc.-2HMFLGTW 14 SEALANT BETWEEN VINDOV FLANGES L HMLIDN AUXILIARYIARY APPLIES TO HEAD & SILL WHERE 1' X 4' WW A6oITIENAL ANDOM WHO RCOARED) do 2' X 4' TUBE MULLIONS ARE USED CENTRALRAL S LO R DA B. O. A.F. MANWAC NAM:o _o SHEATHING FG oR/1>f XV77evDO-S — ffi` R FRE # 7 uy10n INSTALLATION ANCHOR 48 WOOD O SCREW (TYPJ 2000 P.V DESIGNER 2000 P.VJDESIGNER SILL ( TYPJ SILL (TYPJ EXTERNAL MULLION n8 X 3/4 SELF 08 X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS, TWO BY VOOD BUCK BY OTHERS 1 X 2 7/16 X 1/8 1 X 2 7/16. X 3/8 TUBE MULLION TUBE MILLION MULLION SEALANT BETWEEN WINDOW FLANGES .... . L MULLION - . - - - 1UEIffiLS. - A 2000 P.V./DESIGNER SILL ( TYP.) L_ / 68 X 3/4 SELF A i000 SA TAPPING SMS k8 X 3/4 TAPPING SMS / HEAD.<TYPJ 2 X 4 X 3/8 SECTION A —A (2) TUBE MILLION 1 1/8' MIN. LEMBEDMENTFLEVATION SEALANT BETWEEN VIEWED FROM :EXTERIOR WINDOW FLANGE AIL Q APPLIES TO MEAD t SILL WHERE 1' X 2' LMULLION .- _. _ k 1'X 27/16'TUBE-MILLIONS ARE USED AUJ1TiW ANCHOR SECTION A —A (5) re won SCREW mrPs 2000 P.VJDESIGNER IOR1Z CLIP ' I R8 X 3/4 SELF 1 SILL (TYPJ TAPPING SMS 68 X 3/4 SELF TAPPING SMS 1000 S.H. I yr MIN 1 X 4 X 3/8 HEAD (TYPJ Facer TUBE MULLION FLORIDA. EXTRUDERS.WR 00FopmAr=: SER. 2000 F I N SHEET 1 OF 2 08 X 3/4 SELF 1000 Sx TAPPING SMS HEAD ( TYPJ SECTION A —A (1) vn mTFLAMMSWETWEENFLANGELPULL104tMULLION2000 P.VJDESIGNER SILL ( TYPJ M8 X 3/4 SELF TAPPING SMS IX4X1/ 8 TTUBEMULLIONI L) HORIZONTAL'MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF. 2).FOR Hie X 3/4 SELF r8 X 3/4 SELF DESIGN PRESSURE -CAP ACITIES-- TAPPING 8 20('2 _SMSTAPPINGSMS ' ; 1000 ' sit 1000 S.H. NEAR ( TYPJ .: HEAD (TYPJ DRAVN BY: MSH APPIIOVED-BY SECTION A —A (3) SECTION -A 4 DATF2/6/02 SCALE NTS - DXG.. 2HMFIN TYPICAL, MULLION TO CONCRETE O JAMB APPUES TO JAMB WHERE 1' X 4' DETAIL B k 2- X 4- TUBE MULLIONS ARE USED) SEALANT B&wm SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES CONCRETE OR MASONRYtNW.LIOI. L MULLION ' BY OTHERS 2000 P.V./DESIGNER 2M P.V./IESIGNER V4TALLATMN ANCHOR 3/16• MA SILL (TYPJ SILL CTYPJ TAPcoN SCREW ANCHOR QYPJ 118 X 3/4 SELF 118 3/4 SELF TAPPING SMS TAPPING VMS ONE HY WOOD EXTERNAL KAJ-MN 1 X 2 7/16 X 3/8 INSTALLATION CLIP 1 X 2 7/16 X 1/8 `TUBE MULLION NL= HY OTHERS TUBE MJILIDN ` Q SIII Pis SIGNER MULLION 118 X 3/4 SELF . TAPPING SMS 8 X 3/4 SELF #8 X 3/4 SELF 21 S.H. TAPPING SMS 2OW S.K TAPPING SMS 2 R 4 X 3/8 HEAD CTYPJ HEAD (TYPJ . NBE !MULLION Q SECTION A -A (1 i SEOON A -A (21 II SEALANT BETWEEN t+l L4' MDi VO OV FLANGE ENBEDNENT - L MULLION n o.' yE AST j j fr- A 8 X 3/4 SELF \ L SEALANT BETWEENSEM.MR,HETVEEM TAPPING SMS A LM MU_LI 2 0 SF1 2000 P.V DESIGNER 2000 P.W./DESIGNER HEAD CTYPJ SILL crYPJ SD.I. CTYPJ SECTION A —A (5) 8 X 3/4 SELF !8 X 3/4 SELF TAPPING SMS TAPPING X 4 X 3/8 'ELEVATIONiX4.X 1/8 TUB MILLION TUBE MULLION VIEWED FROM EXTERIOR IIQ'PER UnCINAL, INCEzFLORIDA. EXTRUDERS_ -,aRD, FLORIDA 7 TMM SER. 2000 ;.FLANGE SHEET .1 OF.; 2 HORIZONTAL MULLION SECTIONS 17. fie X 3 4 SELF #8 X 3/4 SELF SEE OTHER SIDE E SHEET 2 OF 21 FOR TAPPING SMS TAPPING SMS S.K'? DES IGN'PRESSURE-CAPACITIES - iW-0 CTYPJ FEND LTYPJ 1 r•; SECTION A —A l31 SEC T(OTI A —A (41 DRAIIN HY: MSH ' ` APPIiOVBD BY. s ;3J *` si$ 2/4/0 N ` D .: srit.>f T$_ - DxG.: 2HMFLG:= a . ay TVO BY WOOD _ BUCK BY OTHERS EMBEDMENT mS.H am SA JAMB (TYPJ 1X27/16Xi/8 JAMB CTYP.) 1 X 2 7/16 X 3/8 I TUBE MULLION TUBE MULLION, 2 x 4 x TUBE MULLION SHEATHING 08 X 1/2 SELF 08 X 1/2 SELF _ INSTALLATION ANCHOR *8 WOODTAPPINGSMSTAPPING:SMS SCREW CTYPf EXTERNAL MILLION INSTALLATION CLIP mu0 S.H. MULLION JAMS tTYPJ APPLIES .TO HEAD Qc .SILL WHERE 1" X 4" do 2' X 4• TUBE MULLIONS ARE USED SEALANT BETWEEN SLA s8 x 1/2 SELF APPLIES TO HEAD ac SILL WHERE 1' X 2' FRAME FRAME TAPPING SMS do 1' X 2-7/16' TUBE MULLIONS ARE USEDLMA.LMN L MILLION 08 X 1-1/2 SELF 08 X 1-1/2 SELF INSTALLATION ANCFLYt TAPPING SMS TAPPING SMS DETAI R8 WIOD SCREW SECTION A -A (1) SECTION A --A (2) SILL CLIP CENTRAL F'LUREDA B.O.A.F. TAPPINGISMS LW tDO 10t1 1 Vir MIK MANUFACTURER NAM: rT GoRrn,4 1Q1I. SECTION A -A (5) SWAn+rw MASTER # DETAIL C wWkFRAwMi I X 4 X 1/8 1-X 4-X 3/8 AUXILIARY -PLAT£ FOR -ADDITIONAL=ANCFIORS.":NNEN REQUIRED TUBE MULLION UBE MULLION X. r 2000 Sit 2000 S!i A.- A...._. JAMB CTYP.) JAMB CTYP.? 08 SELF. TAPPING — 08 X 1/2 SELF 08 X 1/2 SELF SMS CTYPJ.. DETAIL B MILLION - - TAPPING SMS TAPPING SMS O yIEW IIELDATMIONEXTERIOR FLORIDA` E TRUDER<ZW7 torlAr.. DIcSANFt}RD, FIARIDA Tt1zE SER: 2000' FIN SHEET 1" 0F 2 VERTICAL .MIfLLION:.S CT•IDhIS' SEALW BETWEEN SEALLAWKBETWEEN vniww nwc WOOD . r` SEE OTHER SIDE (SHEET 2 OF-2) 'FQRNALIONDESIGNPRESSURE --CAPACITIES X. t-1/2 SELF--_ ._ _ __ s8 •X 1.1/2 SELF TAPPING. SMS TAPPING. SMS DRAVN BY: MSf IA!' APPAOt1ED BY SECTION A -A M -" SECTION A —A (4) DATL.2/6/02 SCA1.E NTS DWr;... 2VMFIN 2000 S.H. CB CTYPJ 2000 S.H. a CTYPJ ONE BY WOOD DETAfL C 1 X 2 7/16 X 1/8 2000 LK 3/8 Bm BY OTHERS TUBE MJLLION JAMB CTYPJN CONCRETE OR MASONRY' 1 1/4' MIN. B RaEMBEDMENTQ4 f8 X 1/2 SELFX t/2 SELF TAPPING SMSPING SMSt INSTALLATION ANCHOR 3/16"J_ATAPCONSCREVANCHORCTYJEXTERNALMILLION 2X4X3/0 c.' DVI7ALLA7IDr1 CLIP SEALANT BETWEEN FJi ION. TUBE MULLWlNMWMAKESWZNWVS TYPfC/L GtWIM TO CONCRUE O HEAD PLIESaXI-IV2 SELF SAME CTYPJ MLlIOl1 TO. HEAD._ec SILL,WHERE t' X 4 TAPPING SMS TAPPING SMS y _.._. 2 X "4'. TUBE ` AAULLIONS ARE USED) SECTION A -A (1) SECTION A -A (2) t8 X 1/2 SELF DETAIL'B - TAPPING SMS INSTALLATION ANCWR 3/16' DIA. TAPCON 1 X 4 X 1/8 TUBE MULLION 1 X 4 .X 3/8, TUBE MLLION SCREW ANCHOR CTYPJ SI L CLIP 08 X 1-1/2 SELF TAPPING, SMS VIV FL v i IIU LD1N 1 vEMBENT DENT DETAIL C * ' PRECAST `SAL-BY-OTHERS nuxluARY PLATE CFOR_ ADDITMNAL AM WHEN REWIRED) N8 X 1-1/2 SELF f8 X 1-1/2 SELF SMS DETAIL E MLLIUN TAPPING SMS TAPPING SMS + SECTION A -A (3) SECTION A -A (4) VIEWED FRELEVOM WERIOR FLORIDA- EXTRUDERS ACrUM- IMAM ss xFoan r.o>uaA= hiA1ItJvTnu: A I , L0 ! vVil VERTICAL MULEIEW SECTIOILS - 111 . F _#. SEE OTHERi S-I-DE { SHEET, ,OF 2) FOR, 1 B 2lN DESIGN PRESSURE .,CAPAC•ITIES I3& iiili B Y JBH z, ,, _ AppRo.• mtr _?,V,-; k E t 04 2000 & K JAMB CTYPJ A8 X 1/2 SELF TAPPING SMS .. 9 X 1/2 SELF TAPPING SMS M® 23 F.R., PRODUCT CONTROL NOTICE Or ACCEPTANCE Preutdor Entry Systems 911 E. Jefcrson, P.O. Box 76 , Pittsburgh ,KS 66762 MIAIVII-DADE COUNTY. FLOW METRO-DADE FLAGLER BUILDta 13UILDINC CODE COMPLIANCE OFFV Mis MO-DADE FLAGLER BUILDti 1.10 %VI*S'r FLAG LBR S11MET, SU17111 16 MIAMI, FLORi0A 33130.15 305) 375-2901 FAX (303) 375-21: CON'1'IL C'[Utt t.ICttNSGV(:1tiGTh 303)373.2527 FAX(30J)373•:' CON'ritm. rota r N ottcpata:N'r mvisi, 305) 373.11W FAX (10) 375 11ItoDu r CONTROL DINI:SI• 305) 375.2902 FAX (305) 372.E Your application for Notice of Acceptance (NOA) of Entergy 6-8 S-W/E Inswing Gl:izcd Double w/sidelites Residential Steil Door under Chapter 8 of the Code of Miami•Dade County governing the use of Alternate Materials and Types Construction, and completely 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 Flori Building Code. The expense of such testing will bA incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.2S EXPIRES: 0.1/02/2006 Rate Koarigucz Chief Product Control Division THIS IS THE COVER_S_HEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUiLDiN'G CODE &C PRODUCT REVIEW CONI1'i(TTCE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Mianti-Dade County, Florida under the conditions forth above. APPROVED: 06105/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Oldie Premdor EntrxSystems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCC: SPECIFICCONDITIONS 1. SCOPE 1. 1 This renews the Notice of Acceptancc No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-t County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2. 1 The Series Entergy 6-8 S-NV/E Insiving Clazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Coy 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 ofdoors and single door only, as shown i approved drawings. Single door units shall include all components described in the active icaf o this approval. 3. 2 Unit shall be installed only at locations protected by a canopy or overhang'such that the angle between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non- habitabic areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4. 1 The residential insulated steel door and its components shall be installed in strict compliance .wit the approved drawings. 4. 2 Hurricane proteclion system (shutters): the installation of this unit will rewire a hurri, otcction system. 5. LABELING 5. 1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved": 6. BUILDING PERMIT.REQUIREIIENTS 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 Acceptancc, 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 icon of this system. N1anu t Pcrcz, P.E. Product Co CExan: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5.2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dadc County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation 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 tcmiinntion of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for rcmoval of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by tht words Miami-Dadc County, Florida, and followed by the expiration date may be displayed in advertising literature. 1 f any portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and rcmoval Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE aJVJ_'e_C Manu Perez, P.E.; Product Contr xam Produ ntrol Division Glazed Units CQP-WL-RIA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing 1,th) Pasonile InternationalMiami-Dadede COP-WL-MA0141-02 BCCO 02-0419.08 Application filed) 52.0 NOX Singles 2'0" 2'6" 2'8" 2,10" 3'0" 3T Not Listed Not Listed Arrangement X0, OX, OXO I ; j 1 Multiplesst r COP-WL-MA0143-02 r ,,. BCCD 02-0419.08 Application Filed) 52.0 NO 2'8" + 1'2" 210" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3.0" + 1r2,r 1'0" + 2'8" + IT COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 1'0" + 2' 10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" - 3'0" + IV" 17' + 2'10" + 1'2" 17' + 3'0" + 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, OXXQ 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO I 2'8" + 2'8" 2'10" + 2'10" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 210" 3'0" + TO" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, U Q ak offhborlra,:n rttl" EW ttp"woy lyt, 1'IDYkC1.Att a.K1'FY ll(rn"S Kn.Tt"tdgr,4g GDppp,n J/)'/'t Q 7rdDlr"wep n D"tr.rt DetrlZ790d7. pnglw DI pr xun lmpnl.TmcM mdtri tD(UfrcNbnt, Onion and product Masonite International Corporation Dead W100 19 [hnge .00.x rmOce. r i COP-M-MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Clutswing t 2'0" 2'6" 02-0418.03 X 218" COP-WL•MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0" 3'6" 1 Not Listed I Not Listed I - I -- 2'8" + 10. -- - Z 2'8" + 1'2" 2*110 + 1 Q" 02-0418.03 1 2'10" + 1'2" COP-WL-MA0163-02 (Application Filed) 55.0 NO 37 - 1'0" 3'0" + 'IT 17 + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, Ox OXO 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" l'0" + 3'0" + 1'0" 02-0418.03 1'2" + 210" + 1'2" COP-WL-MA0164-02 (Applicilion filed) 55.0 NO 11" + 3'0" + 1'2" t 2'6" - 2,6" = 2.6" 2'8" + 2'8" + 2'8" j2'10"+r IT+2'1V 3'0" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0418.03 2'10" + 210" COP-WL-MA0162-02 (Appllcation Filed) 55.0 NO XX, OXXO 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0418.03 2'10" + 2'10' + 2'10" + 2'10" COP-WL-MA0165-02 (Application Filed) 55.0 NO 3'0" + 3'0" + 3'0" + 37 t. Cccr a. rangements using fewer panels than wha! is shavm in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite ln!arnstional websile (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (www,masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and olher structures). National, state or local building codes specify, the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CC0 protocol PA201, PA202 81 PA203. Oak ' aft t .11 .,,:.^.I A—, n.'IAV UOONt W"rpwN Hw14,. U" M: Dwnll,r D..., Vl RD'`"'fir Masonita rnternat oval torporatior. Oa [4n4.lw.ypropra"I of DrOCua irlJprpvMJN" makes fploiliCMeon3. Msipn JInO Dro7uq ENi" 3eiw 10 of q. wOwl "I". Y t a Glazed Units COP"WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing I 2'0" 722W. X 2'8" I 2'10" 3'0" TV I r COP-WL-MA0146-02 1d 1 OP Rating 02-0423.01 Application Filed) 40.0 NO it Not listed Not Listed I Xu. 0X, CXO Iles (vvidth) 2'8" + 1'0" Rlasonite Inlerrialionar COP-WL-MA0148-02 I' t 02-0423.01 Application Filed) 1" 40.0 I. , NO 2'8" + 17' 2'10" + 1'0" 2'10" + 11" To" + 1'0" 3'0" + 1'2" 17 + 2.8 + 1'0" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO I 1'0" - 210" + 1'0" 17 + 2'8" + 17' 1'0" + 2'8" + 17 1'0" + 37 + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 21" + 2'8" + 2'8" 210" + 2'10" + 2'10" TO' +TO" XX, OXXO 2r8" T 2.8" COP-WL-MA0147-02 02.0423.01 Application Filed) 40.0 NO I 2'E" + 2'8" _ 2'10"+ 2110" 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" 3'0" + 3'0" + 3'0" + 3'0" Notes: Door arrangements usicg fewer panels that, what is sriown in the above chart also comply under the product approvals shown. 2. Assembly Waits are avaiiabte from.. the Masonite International website (www.masonite.com) or from the technical center. 3. ItsWIrion instreclions are 3v3iia5le from the fdasoMe International websile (www.masonite.com) or from the technical center. Actua: design pressure requirament for a specific cuilding 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, waver, forced entry/or Impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak , gaff A TEK- ENY"Y 040H% IY.T—o'-0..Inv"0— I;d ti. 20-2 IIN <oal:evis pre; im 91 pr000tl gR.pro+Cr»/Mtope! apc:dl:::Ar•s, CtYrpc : 7;n:a1 I I{C/VIvein%n//HN r / d JJ Ire w O rA1/ o..r. VVVVVV Masonite International Corporation I d Clued UniLs COP"WL"MA0100-02 . , FIBERGLASS DOORS 8'0" Heip-ht -- Outswinp. Masonile lnternalionalimammommem COP-WL-MA0166-02 02-0423.03 Application Filed) ME, 47.0 NOX Singles (width) z'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples (width) 2'8" + 1'0" r4asoniteinternational COP-WL-MA0168-02 r , t 02-0423,03 Application Filed) r•. 47.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'D" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" IT + 3'0" + 1'0" 17 + 2'10" + 17 1'2" + 3'0" + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0167.02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 8 PA203. 0 O ak W,r"1 ARffEK" T h'INM. Ne'1 AiASt IiN 1'MV UOONt Ne"-T••4•Mfir,6r fn 1'Uosn o..u.r o.... Ow 00t Masonite International CorporationOwco. 1 com"t npprodNrrl of po0lra imgoremenl mNus speUncatlom. Oespn andwoartl delta s0wcl to cN"oe "'moot rake. Opaque Units COP-WL-MAO100-02 77 FIBERGLASS DOORS 6'8" Height — Inswing Masonite InternationalArrangement COP-WL-MA0101-02 r,r 01-1031.01 D• RalinU 76.0 Impact, NOX Sing les (width) 2'0" 2'6- 218" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO Multiples (width) 2'8" + 1'0" rviasonite international COP-WL-MA0103-02 Miami-Oade BCCO 02-0109.10 Application Fled) OP Rating 55.0 Impact Rate NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 10" 1'0" + TO" + 1'0" 17 + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 210" 3'0" + 3'0" 2'6" + 2'8" + TV + 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. 13 Oakcraff AR EK" W..,".. t.... KCC"GI.Ai{IiN 1'NY DOORStK. rarest .,r.ari+1Y"l^v1Dwn o Masonite In te r n a t i o rt a 1 C or p o r a t. o nOWtoftAnoMoaiamofofoovaMWovfffW* Mbk" lottifKatq . atsp" aM M"Oun ottad 50-1 to cnaige Rom wct a FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing X 2'0" COP-WL-MA0121-02 01-1031.02 76.0 NO 2's" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples , 2'8" + 1'0" International. COP-WL-MA0123-02 1 02-0109.09 Application Filed) D• Rating 55.0 ImpactRated NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + IT" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" IV' + 3'0" + 17 1'2" + 210" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109,09 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-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 21" + 2'8" 2'10" + 2'10" + 2'10" + 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. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 O akcraff W ru.4lrrne 7 t.1 r5 AR EK'' l.ab...dr r.ow VIN1:'NCI.TSt ENTRY GOONS rbwb+r..l flMr^r ewr Or.. CC.... r o.• ., o.. t0`dt9 Masonite International CorporationOureomnwdpWo0gmOfwoauaNNDrwe•nenl meeee s4eeltie7lions. OeYO" 8n0 MoOun 0034 woNct to cmnpe WOW notice. Opaque Units COP-WL-MA0100-02 77 FIBERGLASS DOORS 8'0" Height — Inswing X d TO" COP-WL-MA0106-02 t k t 02-0109.08 Application Filed) mouglum 70.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangemenl X0, OX, OXO r4tilliplesith) 2'8" + 1'0" IAasonite International+,a` COP-WL-MA0108-02 BCCO 02-0109.08 Application Filed) 1• 55.0 NO 2'8" + 1'2" 210" + 1'0" 210" + 17 3'0" + 1'0" 3'0" + 17" 1'0" + 21" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 17" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 21" + 21" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 21" + 21" 210" + 2'10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 21" 2'10" + 210" + 210" + 210" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. O akrraff AFt EK'" IltYxf 1.A< KN'1'NV IIUONI taww?rMNhM.s-E".YOoon ' r ,/H,ry w 0., coMMu"rp01001a. 01 WOOW mWo M"j WaktS SOMOGM"S. OtS.O" aM .&,1 MaSU tl t1e lnlef ndllOnal Corpotat on Otlad SOOR" 10 "nOt -*"W -WKt GOP-WLAIA0100-02 FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing KU X Singles (width) 2'0" l COP-WL-MA0126-02 1 l: i 02-0109.07 Application Filed) D• •.ting 70.0 Iml Rated NO 2-6- 2'8" 2'10" 3'0" TV Not Listed Not Listed r.Multiples,th) X0, OX, OXO 2'8" + 1'0" Rlasonite Internationall• COP-WL-MA0128-02 BCCO 02-0109.07 Application Filed) OP Rating 55.0 Rated NO 2T + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 12" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02.0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 21" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O k raff N',•„) 'IC"1 AR EK 1.[Iv,i.YIY I,OT a ": "Yt, YIMM."(k..SlN'1'MV170D1t1 eM•A.bnOfM7Yu l+w1 D-wl A1.4M 2002 Masonite International Corporation ew'O mumq woplim at W udW iMplOve mikes SWil CO—. Olsp" 110 0106"1 Oeud s110iK1 to clwW ..snow mice. MID-WL-MA0001-02 , j SINGLE DOOR 6• TYR 6'8" UNIT 8'U" UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYR 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening •t Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NDS for southern pine lumber with a side member thickness of 1.114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Apd1 29, 2002 Owc"~Q program Ot aodun eOMWemem manes SW-kmors. Masonite International Corporal on ats9n aM 10040 "d sutHln 10 tOa"ge Mhaw noli" XO or OX f 000 Unit r SINGLE DOOR WITH 1 SIDELITE CL TYP. PT TYP. TYP. 1 I l 1 6' TYP. 6'8" UNIT 8'8" UNIT 13-15/16' 17.1/8" MAXIMUM ON CENTER TYP. 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. 1 1t. 1 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. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener raling from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and Ito 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. U All I 29 ?537 Masonite International Corporation 0.. COnt: +.' J+O IOnI UI I"CAUCI V++1'0.lnllnl mVle, fulCd.CsINn). design inc i'OWCI oeud Subject 10Change +.•foul notice. MID-WL-MA0004-02 Unit SINGLE DOOR WITH 2 SIDELITES s• TYR 6'8" UNIT 87 UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYR 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. r {• r '1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & RA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 r.rl-,..ae r.•m APIA29.200T Masonite International Corporation W. CW`Im.niO :bVAN." VI y.uU.V }.O.Crllerll nySr,3 grepre algn•. oxxo Unit ' DOUBLE DOOR WITH 2 SIDELITES CountMinimumFastener 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 6• TYR r13-1 UNIT 8'8" UNIT 5/16- 17-1/8- MAXIMUM ON CENTER TYR Rough Opening • lid 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 Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 08 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1.114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from The ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 o. .oe ApM29.2002 Masonite International Corporation Our twitnu.ne ppWM Oh D1041KI " WoverneM M kt$ SpeC.hK Iron3. oe$gn arro WoOvn otlio S•oleel r0 S"lrge "whom nmKe XX 1" I I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6W. r Double Door Maximum unit size . 6'0- x Wr 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 ASIDE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °110 na an as fli an 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 00 ° M oa nn nn na as na 105 Series 106.160 Series' 129 Series' 12 R/L, 23 R/L. 24 RIL 107 Series' 108 Series 304 Series Series' This glass kit may also be urea in the following door style: Eyebrow 5-panel with scroll Oak raft _ AR EK'' FIBERGLASS lei'1 Nl' DOORS .b Tr'afi.rPnf—r 0— April 29, 2002 Masonite International Corporation our tom.a.ng [Nogram of olodun Drovemenf makes S0KdK~S. Otsgn ant unOF0d delad 501W To tNnge W,1hW WI t XX Glazed Inswing Unit I COP-VVL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: na 00 404 Swift 410SOFin 109 series 114.120,122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH B PA202MIAMI-DADE,YCCO :] 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 0 akQraff AR k E Apia 29. 2002 0.conlow,V9916M ofWOW vn010"Mml mak" smok~s. orsg. aw 0,00.0debit. Masonile International Corporation qUqewflhow mlKe r 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 61". Single Door with 1 Sidelite Maximum unit size - 6'0' x 6T Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for aspecific building design and geographic locall" is determined by ASCE 7-national, state or local building codes speclly, the editionrequired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beefs 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: 1111 00 00 U 00 00 00 101 00 100 Series 03,135 Series 136 Series 822 Series 1/2 GLASS: 0 0 Ho uo n ° a 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' iMs glass ,d :nay also be used in the lbnowing door style: Eyebrow 5'panet with sewn Oakkcraft AR q EK • W1.pTram 1ti .-.1 V1111: MI:\A\.l' LK'1'Nl' re"puf'.uf Doer Apid 79, 2007 Masonite International Corporation but GOnIMu1n O'OO Nu 0f 010011tl n1010v"Wm u101t$ s0tt01 ~I. O'S'pn 4,10 ;r'OOu[I au+ I.W:1 1c c:la+let +'thous 1m1'tt XO or OX ' t I Glazed Inswing Unit . r FIBERGLASS [BOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 9 no ao 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 129 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: CTt.A-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 OO akcraff ARkEK" rtlN.:1.:\ L,V', \ 11(11lN\ elarr.A.W.arik..p,,, rmr, Ooe•, April 29.2002 Masonite International CorporationOurco-~9 proenm or produce unproramtM makes specifications. omon and wodua udeUS'iWtt to CNnee _hour 0"(e a OXO Glazed Inswing Unit APPROVED ARRANGEMENT: yN' O V: O if IV COP-WL-MA0144-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size a 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 requkemems for aspedfie Guiding 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: oa nn 000 an no no nn 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n nn an an nn nn an 105 Series 106, 160 series129 Series' 12 RIL, 23 R/L. 2e R/L 107 Series' 108 Series 30e Series Series' This glass kit may also be used in the following 0001 style. Eyebrow 5 panel with scroll Oakrraft AR k EK" wu..,l Kr„n. ar u.t.l 11D1" r lA\S ll'1'1'Ml' Ui)U"] New.7a.waA AOraYu l.+rr tar. a Apid 29. 2002 Masonite International Corporation ow [ oD —Mil W0014M or eroeucl w V—eDrerN males SpKDKNgDa. DeW ADD WOOWS Delay $ 01tEl to C"t "11oW 11OKe. OX0 COPAVIL-MA01144-02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 13 nn 404 Series 410 Series 1-09—.;M7-71'_s 11W 120,122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: in 129 Series 200 Series 12R, 12L, 23R 23L, 450 Series 152 Series 149 Series 109 Series 120.122 Series 300 Series24A. 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). I State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Clakcraff ARTEW APFO 29,2002 our 0M..."11 IN00fam of MOW Awov"em "es soeciM1calgns, "n am Woduct derao WW 10ch"t wimm nQKV, Masonite International Corporation OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: W,4J af ai,1}. Y1t'a. jeln1'r-.a Y. t.. A.,. f j 0 y, p t Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x WEI". Double Door with 2 Sidelites Maximum unit size • 12.0- x 6r8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actualdesign pressure andimpact resistant requirements fora specific buildingdesignand geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 gg 0g 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 0 El OD OD 1 ° a 00 00 00 an g0 g0 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R0. 107 Series- 108 Series 30e Series Series' This glass kit may also be used inthe following door style: Eyebrow 5-panel with scroll Oak raft 7< ARkEK" d HIIIRC:LASS ,:turn Y^000KS n 7..mrea Fi ,UD 1—,Boer, xC,, r llLJt", (r•11, rv, . e n Or•e ilt Dee•, April 29. 2002 ow —w.ne Droegm of p.00uo aPoto+tlj P4k, SDR•IK~$ &Sgn alD V.oduCl M as o n it e International Corporation Otlan SUDRE1 to t"t "aDoul nor" M XjV\ OXXO , + t . I Glazed Inswing Unit I FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: n ',ta 00 00 eW Series 410 Series 109 Series 114. 120. 122 152 Series 149 Set*$ 300 Series Series APPROVED SIDELITE STYLES: 1,. r 129 Series 200 Series 12R. 12L. 23R. 231., e50 Series 152 Series 109 Series 109 Series 120. 122 Series 300 Series 24R. 24 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). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oakcraft ARkEK" 1`•.. bra " 'rr,lr r.-.1 IIIL" ILAN.N L'WI"s Ur —"I ra.T..1wNl ar.0 I—, 0= L PREMrYNr. Aprp29.2002 ow tommw"e or" am 011"Oo"] .OWoremw maces smftairons, despn Ono Prod"] Masonite international Corporation 0134 suDieelto t"t W0001 d01rte. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Double Door Maximum unit sue a 67 x 8'0' Design Pressure 40.0/-40.0 Limited! water unless special threshob design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressureand impact resistant requirementsfor a specificbuifdirfq designand geograpMc locationis determined by ASCE 7-mlional, 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: Dm 0o 00 822 Series 1/2 GLASS: n a 00 e04 Series 108 Series Oakcraff TIIFr< AR EK' 1'II91:04C:LASS LNI'Ml',LWORS N T..vnafM.rlu. FW, dew. a April 29.2002 Masonite International Corporation0., Conl"'." S<Og,ani of p,od"I xnp,o.r,nlnl n1aAe$ SptCifiCanonS, des,gn,nd p,Wucl SueKel 10 C"t wnnow nolKe. XX `t ' # t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 84 Series 852 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O k raft w AREK' e.alaohNx beT u x..i" a .,..a 1)1))". Na.4.tw.xipr I."Em., Doo.. April 29. 2002 ou.com~g wow maw0000xwDemem mots specrit~s, aesron Dp woaDct Masonite International Corporation Oeux S 090 10 M"t wilhOul 001Kt XO or OX " , ' : t Glazed Inswing Unit r 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: p Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 1 Sidelite Wdinum unit size . 6W x 8'0- Design Pressure 40.0/-40.0 Unified water unless special lWeshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant repulrements for a specific building design and geographic location is determined by ASCE 7-national. slate or loci 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: DZD 822 series 1/2 GLASS: D El 00 404 Series 108 Series Oak raft ARTEW ,..1.,•.....,T w• 1 .•a 1a.la. dt 1 L 1 1111 Mf 1. 1111 V'1M' 1)cll1M\ IM•.t.yrN ry..ry., E••v1 . / Alml29 2002 Masonite International Corporation bN CMLnyUq elomam W p100V:1 •mU•OvtlnMl Ini,ti pptcdKil q.ls. Oes•en r.M MMocl OtW SOW to cwet w"..w K, XO or OX t t Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Sod" 300 Series APPROVED SIDELITE STYLES: e50 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR kEK" r..).....I,,..T 1`ItlL Mt LAi\ 1:N1 "1' AI"I C/II V.ir.. .. Apfd 29, 2002 Ow , 00 Masonite international Corporation ow C000nuo1Q proe.am 01woova mWovemem males spttO"om. OesgO and V,0dW 4e13d WNW 10 Ih nl w11Mv1 W-Ce. e OXO O• et e 1 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 2 Sidelites Maximum unit size - 9'V x 8W Design Pressure 40.0/-40.0 Limited water unless special threshold designis used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific budding design and geographic location is determined by ASCE 7-national, state or local building codes spedy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 114 GLASS: 1/2 GLASS: ao 00 822 Series a oa e04 Series 108 Series O akc aff AROEW I;IUI:.(;L.SS LNT. ' 1), )., N.S T.., r—g—E—,pee., a April29.2002 D-• • De Masonite International Corporation 0., [annwng {Hog,am of p000n +nmoremmt.'s wecmcrans. oesp, ,pnlno04uc1 I., tocnrpe .0w emrce. 44 a O^YYO i F' , t Glazed Inswing Unit 8"0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: tax f 810 Series 300 Series APPROVED SIDELITE STYLES: ISO Series e52 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 11 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). af 5 P " ' State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff ARTEK e r..• 11110EKULAss L'M'rNv UOOMS D_ Aprd29.2002 Masonite International Corporation Our cant-w q ploeranr of produa anpiovennesi makes seecif"iens, design and producl detail s„Diea to cnarge wanoul make. 41 • OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O tit? Y yY 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 MaAmumunit size • 12'0' z 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 arld impact resistant requirements tog a specific budding design and geographic location Is determined by ASCE 7-nalional, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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 go go 822 series 1/2 GLASS: a gg 404 Series 108 Series Oakes AR-4 EK t..l,:..1.,.•T w, ., •r r.l I.1 CKCLASS LN rmi 000tt.s w..*...".t rr..aYrI—, irwrsI—,D— i IILJIt VIl%•+ s Apnl 29, 2002 ow t oe•n Masontte International Corporation old Coftwwe ermw of Wo",nwo.em"roasts s(rK";caoons. des -en and e,0e11t1 etW sWHttt to CNnee WNh W Io4Ct. 4\ i OXXO 1 r r r Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: P 9 ' 8t0 Series 300 Series APPROVED SIDELITE STYLES: 450Series 852 Series 810Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raft AR EK"///yr/. W—..T41a I r 1 .....:.I 1't 111 Nc.LA\\ LralNl' t). )r>N[ C., rl/10 Na.-T.wel ta.wp"E..e, Deus rAUa',V \ir rAr. r. W V V/LC% V VV e Avr429.2002 i// Masonite International C0rp0rat1on ou, c"Imu." ptppram 0l wod0 1 -WO-1 makes SpccilKII—S. O,S.en and product deUll subject 10 c11N1ee'MN110u1 W-ce A XX Glazed Outswing Unit APPROVED ARRANGEMENT: COP-WL-MA0162-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit site . 6'0' x 6'8' Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actoal design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state orlocal building codes specify the editionrequired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MAD012-02 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: an no 3 na 00 00 H 00 100 Series 133.135 Series 136 Series 822 Series 112 GLASS: 0 ou 0 0 00 00 00 an 00 00 105 Series 106, 160 Series' 129 Series' 12 RA- 23 RA. 24 RIL 107 Series' 108 Series 304 Series Series' This glass kit may also be used In the following door style: Eyebrow 5-panel with scroll a cra t AR EK. N r rn r: HGL ASS UNINV DI)ON w,,..er.,,.re /a«NNEwl D—, Apri 29, 2002 owc.—U-noVWSMorplwp—p•oremmrmakesswdN AQns.at$"oweduCl Masonite International Corporation O.W.r S.D,W .o C..ge -afto "Ke XX 1 ' t 1 Glazed Outswing Unit r APPROVED DOOR STYLES: 3/4 GLASS: 110 all 404 Series 410 Series CERTIFIED TEST REPORTS: FIBERGLASS DOORS FULL GLASS: 109 Series 114, 120,122 152 Series Seres CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. 149 Series 0- 900 series 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak„craff AR EK' 1 `Itl LMI L.\.\1 LNI'M\' UUtINC NswT.wNrlw(du OwlDae•. van(..// ..:.,, s April 29, 2002 Masonite International Corporation OW wi.numg p,.Qram of WodW Mp,O+ M M makes 5peediC*60M. 0eslpn and WNW eeHd IAM 10mange'ahoul ".Ce XX l' +1 e t Glazed Outswing Unit n 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 . 6'0- x 8V Design Pressure 47.0/-47.0 Umfted water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impactresistant requirements for aspecific budding design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: am 00 00 822 Series 1/2 GLASS: n 00 404 Series Oakcraff ARTEK" 1•• Tea.n..l VIOCK LA[F LN'rKV DOOMS —TpawM Fiyb, e..n, 0a 108 Series Apre 29. 2002 0w com.mnno program or wod.rcl -wo.emem mites spa.l.c m- Vsron am wodwl deW sub,"I IQ cemoe mow rwl.ce Masonite International Corporation q Hruu we um 3 y, S) INTERMEDIATE SIRES FOR 16' WIDE ODOR. YYff uaEnu iE Aa{Esrc(.ac eEn) REV. A t III III Z4 4 111111 kk FA REVISIONS DATE: ECN NO. APPVD: I DESCRIPTION 1I/DD - IdWW OTY (1) WAS (2) FOR TRACK BOLT HORIZONTAL TRACKt- 20 W YIN, DO SERIES ATTACHED TO DOOR DOOR INSTALLsaHwnmPATENTEDroc-LioC STSXDA TOP, BOTTOM & CENTER). VIEW B TERN U W GLV. STm nx BRACKET. cACT rASTETrm ro worn MMe rmT 3) 5/16'NI_S/6- wppD tk scRETIs. LISTED rr Ism UTRACK 3tTRACKCONFIGURATIONADDROOOIISFlAVARABUASANOPTIONww v TE DDDN 2• GAIN STEEL TRACK. 1. ANN. TRACK 1NCKMESS: A60- I" MOTION (am SIDES) ! I O T19. z-Ih'.T2 W OALv. STEEL rRAcx BRACKET. TWO POW L0034 (4) TRACK BRACKETS PER MC IN MM TOP BRACKET REPORT# 9606C r°TLA120MHC r . 20 G . WRS u-B. U- BATS 2-T-2-1 Tnw r ONON BO1101T SFLTION, BARS I ONE U-BVLS pl 11E%T SECTOR, ETC.) /14N5/e• SHEEP PETAL SCREWS OPTIONAL Von A \ ` OPTIONAL ONSIDE wo LOCK POSITION MAIL DOOR WIDTH - le'-0• O INSEETEE.. EIEIld ON5 T/{'.3 4• SERF i SCHE+MS. MOVE I. 14 W END HIVICEM to CA KAFRurnuR HIK'f DOM w ro r-p• Na CONSIst DF () sECIaNs (( )) FRONT FRAME WITH uv. NATO 1 011RiAa ese 9cENty B T oD MtI ECM--$ mE-Y DOORS OHIER r. 141C/1 CON95T OF (S) SECTIONS (HOT STgwN). COATING ON OUISIOE SURFACE (BIN NOT REED TO PRONOE A RUSH IIOTRFTIIO STOP MONDNO BY DOOR INSTMlEA (70 SNP) SURFACE HORZONT.AL .TRUES To OF TRANSFER LOAD. 24 YELLOW PINE C- 1v20 G MN CALV. Stm END SRE y 7v 312• K T/e ACT RUIE 20 CA DN.V. Sim INTER. SINE UK R VHSIOE SE[210N B-B _ 12 W . STEEL /RACK 23 W NN. STm LLIE RETAIER /M3/4• PAN MEAD SCiEW SS/16ilfamTO Ww lA0 SCBEwSIONCOAXEDWAITG-4O YIL (10 SCREWS PER LIE) 8.4 ANCHORS ON xl CENTERS (C-90 WnH ONE PEA 1RALT( eBADKEr. CALM NONG. iV D-ON PRIER. ).Olt 24• tENIE% (b2N.000 P9ION. CONCRETE) OR sw TOTOPACBMW APPAPPLIEDTOBOOMSNAPUilllENGAGESP94iNiLiDpCeE1E)s wASig617NCLWEDwell (z.000 /1ASIM (a1E PER MIND ROLLEA) TeW Glv. Sim TENTER SIDES OFSTEELSKIN. 1 GALBRACI ET. EACH SM 0E SLATCHON SIEE\E ANCIKIRS, 1. oD. W. 1MA47t REQUIRED 2• C M STEEL TRACK FASIF31ED TO 14 W Glv. $im ROLIFA HCES 'I to NEFII. 57KE5 w {) EACH SANE OF DOOR. MDT NETT 5. ANCHORS Wr BE COWIERSUW 12 W CILV. Sim TRACK BRACKETS. FASTENED ro ENO STIES FACM w/(•) /l4"S e• 51NET YEEAL SC BRACKET ATTAT]ED W/({) INTER. 51RE (BIN Apr RE01AlIEDI TO PRDVOE A FUISH TRACK ATTACHED TO EACH BRACKET 14d(e SEB f METAL SCREWS AND 1ATtACHED 4. s/ e• SHEET METAL NTOTkHIRIO SIKEICE HpIZONTAL JAM DO NOT wmT ONE 1/4•.S/6' BOLT ! NM t4) 1/i•J/. SElf rAPPNC SCBLD PER END HB1GE SHVP WJOINTS. TRANSFER LOAD. OR Two t/4• DA. A NM SHE OUTSIDE KEYED - EM HAHIOAE END S E 2' DIAL 94W STEM. 10 BALL STEEL ROLLER. W GE. STEEL RANGE. FAWNSRIEdMM C MARK WESTERFIELD. PMIS W.41£ E)qINSIDE HANDLE SIWf PREPASamRATION OF AAMBS BY OTHERS. YGBOtl C-.0 nAFXA P.E. 048M SHEET NORM CARONOA P£ I23e32 3• tAH! U- BAR4) I/4•A3/1• SELF LOCK LOCH BAR WWTOLDD SIRENCTII: 50KSCALV STEEL TAPPING TRACKONACESNOTE z. IHE DESIGN ofINE swPaIRD SRKC VA ELEMENTS DESIGN LOADS: +24.0 PSF & -24.5 PSF L 3• EACH SIDE SM L BE THE RESPONSIBILITY OF THE PRonmso K OF TEST LOADS: +36.0 PSF & -37.0 PSF 3• DAL . 20 G CxV. sTm u-MKS END sEx: BOLT NANOLE OF DOOR RECORD FOR THE BINDING OR SIWCR RE MD IN ACCORDANCE N A 2-1- 2-1 PATTERN I.E. TWO U-BARSSIRE LOCK Dr..I s MM MAROC.CURRENT BUILDING CODES fiW1117E LOADS LISTED ON TAROIAW DAAWAAS RITE 90IB N NtE ON BOTTOM SECTION, ONE U-BAR ON NE1p INTO VEMAL THIS oRAWwD. WK AMN AAAHRD sTAt WW1 PART NO.: T'SEC ION ETC. EACH V-EVE ATrACITEO ITLACt. aNE xmKE: µ,TN, pl,y OTn,Nw;,, 312 tEdnld A STids 16DD NM 1,.•A(}.• sifTAPPING9UEY5L00( ON Pq,IMory IDEAL I;WIOinnDG oN 45202 PER sIRE LOGiION. EACHSIDEraOPur 6NC WMaK.'rs GO. TOLERANCES a. ff OF 000R. IdNR. 1-13-.SBt-/BED 0 1.03 WIfBIvet01BL Fm Ne. 1-513-762-3519 F .THEN A-. ro vEyg rmaN m N'n.,L FNK. m • ' t-Ot5 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD DODO i.01 DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. CAM Sim BOTTOM BRACKET. Fasirybm/ 4..,.IAA aM WITH (2) /14.5/e• SWEET METAL SCREWS. 7 IOAA.A n.Mly K,rAAwn R AUAINLIM oDRusHON 2c lJ1 Degrees . t1/2' CHECKED BY: Mww DATE: 4/18/00 SHEET t OF t SIZE JJ VNYL WEATHERSTRIP. Proje timAng UMMoSAUmdOInAr,.i.. Projection DINENSKIN4 ARE IN INCHES. DWG. NO.: 102138 REV. NO. I 4 3 2 DIV. A s A n 1+ I MODEL: 6RST (25 GA. STEEL SKiN) MODEL: 4RST (24 GA. STEEL SKIN) LISTEDOPDONALDS8GLASSOR ACRYLIC L1TES AVABABLE SECTION 9-8) 1) INTERMEDIATE STILE 20 GA MIN. ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-WC SYSTEM A TOP, Bo17IM1 k CENTER,. REPORT#9606C t .IT 25 OA MIN. GALV/ LOCK POSITION STEEL SHIN COATED BOTH Ste) WITH A BAKED -ON PRIMER, 111 111 TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT APPLIED BOTH SIDES OF STEEL SKIM. R ONE 3' TALL x 20 GA U-BAR (50 KSI) PER DOOR SECTION. y -' ED LOCK iIjFGP11DNO+APLTIONAL OUTSIDE KEYED LOCK POSITION MAK. DOOR WIDTH 9'0' I4x5/8' SHEET METAL SCREWS END SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ;5 EACH SIDE OF DOOR. INSIDE SLIDE BOLT 1 L REVISIONS DATE: I t i A4 1 11/00 1 — I NWW I OTY (I) WAS (2) FOR TRACK BOLT i 2' DWX 3' TALL U—BAR 20 GA. GALY. STEEL err 16 OA OAU1L STEM TOP ADUFR BRACKET. EACH I4x5 YETI. S 8oft. fi P LAP JoKm y'-Jx 14 GA. CALY. STEEL rc DO IMAGE. EACH aFASTENEDTODID STILES tad • AL a SHEETi (4) 1/4'O/4• SELF L TAPPL40 SCIRWs Ox 3' TALL x 20 CA OALV. Z STEEL u-OAR. ONE u-BAN PER SUCrOl FAcn u-BAN ATTAmm NTIN TWO 1 t'd/4' SELF iAP'P111f W HORIZONTAL TRACK SUPPORT BYi JDOORINSTALLER (TO SUIT) 11 D 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH 3) 5/16'0-5/8' WOOD LAG SCREWS, HM DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION DOOR HEIGHT 'L' 2' GALV. STEEL TRACK. —6 70 MIN. TRACK THICKNESS:.060' 6 8 —0 88 TYP. 2-1/2'x12 GA GALV. STEEL. TRACK BRACKET. 4) TRACK BRACKETS PER SIDE. ti,5 PAR SNIE LOOA71a t, l LHR 7DO BLE HORIZONTALHORIZONTALTRACK NOTE I DOORS UP TO 7'--0- HIGH CONSIST OFDOORSOVER7 -0' HIGH CONSIST OF ({5)4CTWNS (tSor) SECTIONSs''101"''SHawN). FRONT FRAME WITH U.Y. COATING ON OUTSIDE SURFACDOUBLE Eyxy AAA 21i LOW HEADROOMOVERTICAL JAfIBARAC}fleiE 1 ni/4'x3 4' SELF 1/2'x3' LAC SCREWS ON 24 CENTERS.1` OD. 1W4STOLID IIEfAL SpILYR. iA ` ,A. OPTIONAL_ tO SCREW T WASHERREQUIRED. LAG SCREWS MAY BE COUNTERSUNK 0Rt1ST0N 1/S7GLASS WINDOW LUTE 14 GA END HWOES 18 GA INTERMEDIATE HINGE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING ! MINA. WFASHEASDw. SECTION B-B NEW ' NEW ` C• SURFACE. HORIZONTAL AIMS DO NOT TRANSFER EOM. SECTION A -A (SIDE V"n 8x3/4' D SCREW 2x6 YELLOW PINE JAMB 12 GOL GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16'0-5/8' LAG SCREW PER TRACK BRACKET. 2' GALV. STEEL TRACK FASTENED TO J 12 GA GALV. STEEL TRACK BRACKETS. TRACK ATTACHE TO EACH BRACKET WITH ONE 1/4'x5/8' BOLT B NUT OR TWO 1/4' DIAL RIVETS. VERTICAL .IA1ID ATTACHMENT (C-9Q 10 SCREWS PER UTE) END 2. SI MIN. CONCRETE COLUMNSEE MOLDED INSIDESTOPMOULDING BY DOOR INSTALLER (TO SUIT) 3 8 x4 SLEEVE ANCf90RS ON 24` CENTERS (BOTH LINE RETAINER INTER. 20 GAMM. DALY. STEEL END STILE C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR 1/4' x4' TAPCON SCREWS ON 24' CENTERS (2.000 SNAP VETCH ENGAGES STILE 20 CA GALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, V O.D. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK BUT NOT REQUIRED)TRACK TO PROVIDEAFLUSHNOUNT940SURFACE. HORIZONTAL JAM85 00 NOT INTER. STILE ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OU7510E HANDLE EAR ENGA EGES INENGOCKAGES ONEACH SIDE OF DOOR, TRANSFER LOAD. OUTSIDE KEYED HANDLE L_ 18 GA GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W/((4) 14x5/8' SHEET METAL SCREWS. F4ASTEENECA D TO FENDSIXES YSTEEL 9H WHINGE/( 4) t74x5/8' SHEET METAL SCREWS TOAD 4) 1/4` x3/4 SELF TAPPING SCREWS PER END HINGE. PREPARATION OF L M13S BY OTHERS. `2' DLA SHORT STEM. 10 BALL STEEL ROLLER. JAMB SECTION C— C r NOTE 2: THEDESIGNOFTHESUPPORTINGSTRUCTURALELEMENTSSHALLBETHE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE MID M ACCORDANCE MARK WESTERFIELD, P.E. WITH CURRENT BOLDING CODES FOR THE LOADS LISTED ONTHNS FLORIDA P.E. 148495 NORTH CAROLINA P. E. J23832 < 4 s C OUTSIDE KEYED LOCK 1 INSIDE HANDLE LOCK BAR LOCKMC DESIGN LOADS: +25. 0 P.S.F. k -32.0 P.S.F. OUTSIDEKEYED LOCKSNAPITC/ LOCK OPTION TEST LOADS: +37.5 P.S_F. B -48.0 P.S.F. auaa arso ne AnlD AY[ m • .® m PART I40.: — A TOLE MCE IDEAL0 - t.01 D MIalS11O0_6. Fm. KID i SI3-762-TITS DESCRU ON: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD v, eAGe1e r • y 00 t.015 aerw UAL Ys wult b 000 t:005 00DO . t.001 Dov— ' t1/7 DRAWN BY: BUMDATE: CHECKED BY: MYW 4/18/00 DATE: 4/18/ 00 SCALE: NTS SHEET I OF i DWG. ISME Tt" Angle Projection ` ARE N ftCHB. DWG. NO.: 102137 REV. NO. 1 11 a I